From Hernandez SandraTo hoytgvtccomCc chesleyrqbbqcomSubject 102132 deficiency commentsDate Wednesday March 14 2018 11426 PMAttachments Untitledpdf
RE 4935 acres tract out of Daniel Lewis Survey No 347 Abstract 367 HoytWe received planning materials for the referenced permit application on March 13 2018 andfound those planning materials to be deficient In order to continue processing this permit weneed the following information
1 Show floodplain location on design2 Indicate the number of people on the permit application and indicate the name of the
survey (Daniel Lewis)3 A correction Affidavit to the Public form must be completed owner(s) signature
notarized recorded at the Comal County Clerkrsquos office and a copy of the recordedform submitted to our office
4 According to Comal County GIS it appears that there are structures on the propertythat are not shown on the design
5 Indicate the gallons per day to be used per person6 As per 28532(f)(2) BOD calculations need to be completed by a PE7 The planning materials indicate that the maintenance contract will state that the system
should be inspected every other month (12 times per year) Please have the serviceprovider note this on his maintenance contract
8 Submit a variance request for the grease trap located underneath the drivewayparkingarea and certify that the traffic lid has been designed so that it will not be damaged
9 TCEQ rules and regulations require a cleanout plug every 100 feet on long runs ofpipe
10 Indicate distance from proposed doubling area for tanks to driveway11 Planning materials indicate 4 spray heads in zone 2 but design shows 312 Ensure that your dosing schedule will provide equal distribution throughout the spray
area13 How will you ensure that the number of people and events will be limited to only
Friday Saturday and Sunday14 Revise accordingly and resubmit
If you have any questions you can email me or call the office Thank you
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Fax
Cityworks httpcceocwCWProdFieldMa
Tools Legend Locate Create Activity Navigation Measure
Griffin Kathy
From Griffin Kathy Sent To
Tuesday March 13 2018 1016 AM Hoyt Seidensticker
Subject OSSF Perit 1 02132
RE OSSF Permit 102132 1275 Stoney Ridge Road
Dear Hoyt
Please add the floodplain boundaries to the site plan and resubmit
Kathy Griffin CFM Floodplain Coordinator Comal County Engineers Office 830-608-2090 wwwcceoorg
1
COUNTY OF CO MAL COUNTY ENGINEERS OFFICE
OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded
items Date Received
Permit Number
Instructions
Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application
OSSF Permit
~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer
(
Initials
__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications
I __ Required Permit Fee
____ Copy of Recorded Deed
L Surface ApplicationAerobic Treatment System
_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public
_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate
I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application
1 ~Date
__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION
Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)
Revised January 2015
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN
lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE
Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---
Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1
Agent Name
Agent Address
h~ --------------------------------
1
21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-
City State Zip --------------------
Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto
middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email
Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)
Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]
Type of Development
D Single Family Residential
Type of Construction (House Mobile RV Etc) ------------------------------shy
Number of Bedrooms ------Indicate Sq Ft of Living Area ------
~Commercial or Institutional Facility
l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)
Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------
Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement
0 Yes [ZNo
(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt
Source of Water O Public crvate Well
Are Water Saving Devices Being Utilized Within the Residence ~es 0 No
1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property
DatJ 1 Page 1 of 2
1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II
middot~ ~
Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7
System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation
)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt
Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u
Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone Yes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)
Is this property within an incorporated city O Yes ~o
If yes indicate the city
Signature of Date
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of2 Revised March 2015
Affidavit to the Public
THE COUNTY OF STATE OF TEXAS
111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----
CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities
(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I
The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I
The property is owned by
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot
IN WITNESS WHEREOF (s)he has hereto set hisher hand
e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct
3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488
-~~ - ------
Texas
HOYT SEIOENSTlCKER MY COMMISSION EXPIRES
May S 2019
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
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100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
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Exhibit A
I
POOR QUALITY
Exhibit A
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Griffin Kathy
From Griffin Kathy Sent To
Tuesday March 13 2018 1016 AM Hoyt Seidensticker
Subject OSSF Perit 1 02132
RE OSSF Permit 102132 1275 Stoney Ridge Road
Dear Hoyt
Please add the floodplain boundaries to the site plan and resubmit
Kathy Griffin CFM Floodplain Coordinator Comal County Engineers Office 830-608-2090 wwwcceoorg
1
COUNTY OF CO MAL COUNTY ENGINEERS OFFICE
OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded
items Date Received
Permit Number
Instructions
Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application
OSSF Permit
~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer
(
Initials
__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications
I __ Required Permit Fee
____ Copy of Recorded Deed
L Surface ApplicationAerobic Treatment System
_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public
_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate
I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application
1 ~Date
__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION
Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)
Revised January 2015
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN
lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE
Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---
Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1
Agent Name
Agent Address
h~ --------------------------------
1
21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-
City State Zip --------------------
Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto
middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email
Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)
Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]
Type of Development
D Single Family Residential
Type of Construction (House Mobile RV Etc) ------------------------------shy
Number of Bedrooms ------Indicate Sq Ft of Living Area ------
~Commercial or Institutional Facility
l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)
Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------
Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement
0 Yes [ZNo
(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt
Source of Water O Public crvate Well
Are Water Saving Devices Being Utilized Within the Residence ~es 0 No
1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property
DatJ 1 Page 1 of 2
1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II
middot~ ~
Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7
System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation
)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt
Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u
Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone Yes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)
Is this property within an incorporated city O Yes ~o
If yes indicate the city
Signature of Date
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of2 Revised March 2015
Affidavit to the Public
THE COUNTY OF STATE OF TEXAS
111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----
CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities
(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I
The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I
The property is owned by
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot
IN WITNESS WHEREOF (s)he has hereto set hisher hand
e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct
3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488
-~~ - ------
Texas
HOYT SEIOENSTlCKER MY COMMISSION EXPIRES
May S 2019
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
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lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
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AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
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~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
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$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
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$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
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I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
COUNTY OF CO MAL COUNTY ENGINEERS OFFICE
OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded
items Date Received
Permit Number
Instructions
Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application
OSSF Permit
~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer
(
Initials
__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications
I __ Required Permit Fee
____ Copy of Recorded Deed
L Surface ApplicationAerobic Treatment System
_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public
_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate
I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application
1 ~Date
__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION
Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)
Revised January 2015
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN
lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE
Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---
Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1
Agent Name
Agent Address
h~ --------------------------------
1
21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-
City State Zip --------------------
Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto
middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email
Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)
Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]
Type of Development
D Single Family Residential
Type of Construction (House Mobile RV Etc) ------------------------------shy
Number of Bedrooms ------Indicate Sq Ft of Living Area ------
~Commercial or Institutional Facility
l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)
Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------
Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement
0 Yes [ZNo
(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt
Source of Water O Public crvate Well
Are Water Saving Devices Being Utilized Within the Residence ~es 0 No
1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property
DatJ 1 Page 1 of 2
1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II
middot~ ~
Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7
System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation
)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt
Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u
Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone Yes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)
Is this property within an incorporated city O Yes ~o
If yes indicate the city
Signature of Date
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of2 Revised March 2015
Affidavit to the Public
THE COUNTY OF STATE OF TEXAS
111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----
CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities
(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I
The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I
The property is owned by
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot
IN WITNESS WHEREOF (s)he has hereto set hisher hand
e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct
3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488
-~~ - ------
Texas
HOYT SEIOENSTlCKER MY COMMISSION EXPIRES
May S 2019
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN
lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE
Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---
Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1
Agent Name
Agent Address
h~ --------------------------------
1
21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-
City State Zip --------------------
Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto
middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email
Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)
Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]
Type of Development
D Single Family Residential
Type of Construction (House Mobile RV Etc) ------------------------------shy
Number of Bedrooms ------Indicate Sq Ft of Living Area ------
~Commercial or Institutional Facility
l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)
Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------
Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement
0 Yes [ZNo
(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt
Source of Water O Public crvate Well
Are Water Saving Devices Being Utilized Within the Residence ~es 0 No
1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property
DatJ 1 Page 1 of 2
1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II
middot~ ~
Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7
System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation
)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt
Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u
Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone Yes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)
Is this property within an incorporated city O Yes ~o
If yes indicate the city
Signature of Date
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of2 Revised March 2015
Affidavit to the Public
THE COUNTY OF STATE OF TEXAS
111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----
CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities
(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I
The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I
The property is owned by
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot
IN WITNESS WHEREOF (s)he has hereto set hisher hand
e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct
3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488
-~~ - ------
Texas
HOYT SEIOENSTlCKER MY COMMISSION EXPIRES
May S 2019
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II
middot~ ~
Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7
System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation
)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt
Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u
Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone Yes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)
Is this property within an incorporated city O Yes ~o
If yes indicate the city
Signature of Date
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078
Page 2 of2 Revised March 2015
Affidavit to the Public
THE COUNTY OF STATE OF TEXAS
111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----
CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities
(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I
The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I
The property is owned by
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot
IN WITNESS WHEREOF (s)he has hereto set hisher hand
e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct
3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488
-~~ - ------
Texas
HOYT SEIOENSTlCKER MY COMMISSION EXPIRES
May S 2019
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
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ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
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Exhibit A
I
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Affidavit to the Public
THE COUNTY OF STATE OF TEXAS
111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----
CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities
(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I
The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I
The property is owned by
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot
IN WITNESS WHEREOF (s)he has hereto set hisher hand
e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct
3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488
-~~ - ------
Texas
HOYT SEIOENSTlCKER MY COMMISSION EXPIRES
May S 2019
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
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100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
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Exhibit A
I
POOR QUALITY
Exhibit A
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l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
THE COUNTY OF STATE OF TEXAS
Affidavit to the Public
IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111
CERTIFICATION OF OSSF REQUIRING MAINTENANCE
I
According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas
I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on
Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed
II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code
sect285 91(12) will be installed on the property described as
Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1
1bJtfre--cf- 1 b ~7
The property is owned by boom-er oco LL (_ I
This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally
Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull
IN WITNESS WHEREOF (s)he has hereto set hisher hand
Print Name-=~~~----~~+=~-shy
I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct
WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ
Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488
-~~
Notary ub ic State of My Commission Expires ____________ _
HOYT SEIDENSTICKER MY COMMISSION EXPIRES
May52019
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
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100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
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I
POOR QUALITY
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT
Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051
Email ____________ _
I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services
LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein
11 Effective Date This Agreement commences on Lf D and ends on __________ _
for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty
ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either
party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract
IV Services Contractor will
a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer
b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel
c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification
d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)
e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the
date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer
ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer
Customers Initials BS
Contractors Initials
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
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I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
VI Electronic Monitoring Electronic Monitoring is not included in this Agreement
VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions
a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all
documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement
VIII Customers Responsibilities The customer is responsible for each and all of the following
a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF
b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all
requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations
d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF
e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF
f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing
g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from
hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer
i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense
j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein
IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described
herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times
X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to
expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement
XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and
each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement
TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE
Customers Initials BS
Contractors Initials
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
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100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its
insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with
respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of
such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and
pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the
consent of Customer
XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the
remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited
Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs
unscheduled inspections or Customer requested visits to the site
XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or
repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee
XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not
transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV
XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement
oral or written
Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002
Customers Initials BS
Contractors Initials
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
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middot -r _
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Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
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Exhibit A
I
POOR QUALITY
Exhibit A
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l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
Date Soil Survey Performed 132018
Site Location 1275 Stoney Ridge road
Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771
Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin Number 1 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
o ~ Ill Clay loam lt30 None
1~
2 2Qj_n fractured rock yes fractured rock
3_
4 ---5
Soil BorinJ Number 2 Drainage
Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon
0--- Ill Clay loam lt30 None
1 ---2 20 in fractured rock yes fractured rock --3f--
4 ---5
Features of Site Area Presence of 1 00 year flood zone yes ___lL No __
Presence of adjacent ponds streams water improvements Yes ____ No_x_
Existing or proposed water well in nearby area
Organized sewage service available to lot or tract
Recharge feature within 150 feet
Yes_x ___ No __
Yes No_x_
Yes ____ No_x_
Observations (color consistence)
Brown
Observations (color consistence)
Brown
By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation
determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
ON-SITE SEWERAGE FACILITY Site Evaluation Report Information
Date 132018
Applicant Information Site Evaluator Information
Name Boomer and Coco LLC Name Hoyt Seidensticker
Address 21422 Catline Ct Company Land Stewardship Services LLC
l -~
City __ SA_ __ State Texas
Phone
Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------
---------------------- City Boerne State Texas Zip 78006
Phone (210) 414-6603 Fax (830) 336-4697
Property Location
Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------
City Bulverde State Texas Zip 78163 Company ----------------
Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------
Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show
Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
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Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
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lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
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~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
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$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Property Information
St Address 1275 Stoney Ridge Road
City Bulverde
Zip code 78163
State Texas
Predicted Quantity of Sewage (Q)
Water Saving Devises in bldgs (yn) yes
Gallonsday (Q) 1200
Greywater included (yesno) no
Rate of Adsorption (Ra)
Application rate (gsq ft) 0064
Minimum Adsorptive Area (sq ft) 18750
Aerobic Unit
Required size of aerobic unit 3 -1500 gpd
Pretreatment Tank (gallons) 1250
Class 1 Aerobic Unit NuWater 1500
Pump tank total capacity (gal) 3000
Chlorination Liquid installed in Tank
Pump Switch operation Float system
Dosing cycle quantity (gals) Varied
Cycling time ___ nig_h_t _tim_e_
Building Information
No of People see below
Sq footage (Approx) _____ s_ee __ b_el_o_w_
Water Supply Well
Supply Line from buildings
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of Supply line (in) 3 or 4
Supply Line For Spray Irrigation System
Length of supply line (approx ft) see site map
Type of supply line SCH 40 PVC
Size of supply line (in) 1
Pump size and capacity Franklin E-Series 20 GPM
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf
omiddotmiddot ~~ l~fi~ ~ t~Er ----
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
1
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
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$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
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CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and
approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur
Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging
since a equalizationdosing tank is being designed for this system Therefore the average daily
flow is 457 gallons per day
This design will also be for kitchen facility preparing food for catering Dishwasher will generate
approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt
per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day
Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design
of this septic system
Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank
Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1
16 hour operation 2
24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =
Minimum size of grease trap 1500 gallons
300 2
15
15
1350 gallons
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer
Date
2
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
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100 yr flood plain does exist on this tract
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Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
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See Note 8
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See Note 7
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Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
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bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
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Exhibit A
I
POOR QUALITY
Exhibit A
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber
Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached
Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic
dosing tank
Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of
capacity for the equalizationdosing tank
It will collect and store the uneven flows from the building during the day
The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units
The timer will be set up to dose the aerobic unit all day long including during the
night time when there is no flow going to the eqdosing tanks The timer will be set to dose the
1200 gallons every 24 hour period Therefore at the beginning of each day the
tank will be empty ready to hold another days flow The tank will not be completely dry There will
be enough water to cover the pump so the pump stays submerged in water
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~
Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603
3
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
372018 558PM
ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System
DESIGN CRITERIA Boomer and Coco LLC
Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon
equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons
This will be accomplished by flow control valves The valves will be set by timing the amount of gallor
discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic
units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure
A cyclic counter will be installed on the dosing pump to measure the number of times the pumps
come on A elapsed time meter will be installed on the dosing pump to measure the run time of the
pumps The counter and meter will be used to calculate the volume of effluent being dosed to the
aerobic units The counter and meter will be read by the maintenance provider when he conducts
his inspection
Calculate the BOD of the Kitchen facilities for sizing of the aerobic units
BODS = 1200 gpd 120000 mgltr
1000000
834 gal
BODS = 120096 Lbs of BOD produced per day
Therefore will install three NuWater 1500 gpd units
Treated effluent will be disinfected by a LBC 200-1500
13S Lbs of BOD three 1SOO gpd unit reduces
0 Lbs of BOD
Unit in the pump tank before being disposed of through above ground sprinkler heads
All warning systems shall be installed with the aerobic unit
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
Hoyt se~StiCJ((r RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
Date
4
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
372018 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in
dosing with pump one dosing zone 1 and pump two dosing zone 2
Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or
61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before
dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes
or 61735 gallons on 964608 sq ft of spray area
The zone rotation will be accomplished by using a K-Rain switching valve
Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being
discharged to the spray area
Specifics for Zone 1
Supply Line For Spray Irrigation System Sprinkler Head Information
Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle
Type of supply line Purple SCH 40 No 4 40psi GPM 39
Size of supply line (in) 1 No 4 40psi GPM 39
Head Pressure No 4 40psi GPM 39
Elevation Head 4
Pressure Head 92 Friction Head 21
Gallons per minute __ 11__ 7 __ 1t (32t = 321536
Total head 117 1t (32)L = 321536
1t (32)L = 321536
Disposal Area per this Zone Total for Zone 1 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifi ations made to design must be approved by the below signed designer
Hoyt Seidensticker RS No 3588
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603
5
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
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I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
372018 558PM ON-SITE SEWERAGE FACILITY
DESIGN CRITERIA Aerobic with Spray Distribution System
Specifics for Zone 2 Boomer and Coco LLC ~middot~ f
bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System
Length of supply line (approx ft) 588
Type of supply line Purple SCH 40
1 Size of supply line (in) -------Head Pressure
Elevation Head 4
Pressure Head 92 Friction Head 2352
Total head 1195
Disposal Area per this Zone
Sprinkler Head Information Y amp1
K-Rain sprinkler head PROPLUS low angle nozzle
No 4 40psi GPM 39
No 4 40psi GPM 39 No 4 40psi GPM 39
Gallons per minute 117 1t (32t = --32_1_5-3-6-
n (32)L = 321536
1t (32)L = 321536
Total for Zone 2 964608
Timer will be set to pump approximately but no more than 61735 gallons to this zone per day
Therefore 18750 square feet is required and the total square footage covered is 1929216
A water meter will be installed on each line from each pump to the different zones It is
recommended that the meter be read once a week to give the maintenance provider an idea of
water usage The water meter shall be read every other month by the maintenance provider
when he conducts his inspection
Land acceptable for surface application shall have a flat terrain (with less than or equal to 15
slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly
landscaped and terraced to minimize runoff There shall be nothing in the surface application
area within ten feet of the sprinkler which would interfere with the uniform application of the effluent
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective December 27 2012) The above design was based on the
best available information and should function properly under normal operating conditions
All changes or modifications made to design must be approved by the below signed designer
Land Stewardship Services LLC 1822 FM 473
Boerne Texas 78006
Cell (210) 414-6603 6
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
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THENC E
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Exhibit A
I
POOR QUALITY
Exhibit A
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$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
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onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
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rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
3n12o18 558PM
ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray
Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the
inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with
a mixture of rye and bermuda grasses or other grass species prior to system operation
A maintenance contract for the entire system must be established at time of installation with
someone holding a license to maintain the installed aerobic system The maintenance contract
will read that the system will be inspected every month ( 12 times per year)
Once per year a grab sample must be taken from the pump tank and analyzed for BOD5
and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full
At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual
All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer
Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603
----oF~
J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I
date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj
7
ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
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THENC E
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Exhibit A
I
POOR QUALITY
Exhibit A
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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
100 yr flood plain does exist on this tract
bull
Scale1 =1 00 Site Map
permit 102132
all sewer lines installed under concrete will need to be installed schedule 80 pvc
Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
bull
bull 100
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards
bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a
areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank
bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected
e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of
295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director
bull bull
bull bull
bull bull bull bull bull bull
bull bull
bull bull
1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80
ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~
HOYT SEIDENSTICKER 1 f middot middot ~
1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __
area for doubling the spray area
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
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See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
REVISED a 1 3 2 a 828am Aug 13 2015
-
RECEIVED
MAY 2 6 2000
COUNTY ENGrNlER
-
CAM
1276 STONY RIDGE ROAD
No347
GREG W JOHNSON PE
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County
Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed
149
60 1065897 gallons
6inches
146 1500 gallon grease trap
96
111
34
153 t bullbull
1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director
pump on-off ftoatwith4 tether
99
111
794948 gallons
Pol I Ill Seal
High VVater Alarm
096 gallons 79
pump on-off float with 4 tether
72576 gallons 99
87
111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
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I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
~~~ll~
See Note 8
~
See Note 7
seeNote6~
Inlet r- ---- ~ - ltef t ~
MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156
middot -- ~middot_---middot~------~~ - -
I 1- - tL ~Outlet
bullbull 12 ioi rll Gal ~-middot Clarlner 66 12
1-----_J poundR_--- - Flowline-- -
bullI I I bull
639 Gal Aeration
144
Aeration 1121 I
middot 326 Gal bull
Oiffubullebull Babull I
July 2010 By AS
Scale
GENERAL NOTES
1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension
risers available 7 PVC Air Line to Blo-Roblc B-1500 Air
Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise
specified by engineering
~I- ----A-----+ db
1 G1 79
middot middotmiddot1 1--------tmiddot
_L Jmiddotgt 4 4
bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~
L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9
NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013
830-995-3189 tolerances
fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Thermoplastic Performance en rn a a w 1-1-
(j) w 10GPM w w n u
w 1- (j) w w w 20GPM n u
300 700 600
200 --5hp - 250
250 150 500 -2hp ~-middot-
200
50 200 400 15middothpmiddotmiddot
150 100
00 150 300 1 hp
-34hp 100 100 200 -
50 12hp
50
50 100 -
50 100
0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM
0 bull 05 10 15 20 25 30 ~5 M3PH
0 2 3 4 MPH
Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots
-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -
Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o
1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40
TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -
Order flo flodei Qp1 HP 1 re 11
94751005 94751010
- 9~751015
94751020 94752005 94752010 ~- -
94752015 94752020 94752025
10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE
10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE
10 10 10 10 20 20 20 20 20
12 34 1
15 12
- i4 1
15 2
NA NJA NA NJA NJA NlA NIA N7A NA
NIA NA NIA NJA NIA NIA NA NJA NA
6 7 8
12 6 7 8
10 11
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage
Also Available 12 High Pop Shrub Head and Reclaimed Water models
Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you
MODELS 11003 11003-HP 11003-SH
ProPus ProPus 12 High Pop ProPus Shrub Head
OlliER OPTIONS ADD TO PMT -BER
-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle
EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start
HOW TO SPECIFY
~~ L Model Number L Description
RAIN
K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002
FAX + 1 561 842-9493
180073572461 wwwkraincom
KAN0111 OJroflugt_catSheclindd 2
SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range
40deg to Continuous 360deg
Flow Range 5-100 GPM
Pressure Rating 20 - 70 PSI
Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)
PERFORMANCE DATA
PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM
1105 30 28 5 40 29 6 50 29 7 60 30 8
11075 30 29 7 40 30 8 50 31 9 60 32 10
1 30 32 13 40 33 15 50 34 16 60 35 18
2 30 37 24 40 40 25 50 42 30 60 43 33
25 30 38 25 PREmiddotINS1AUED 40 39 28
50 40 32 60 41 35
f3 30 38 36 40 39 42 50 41 46 60 42 50
30 43 44 40 44 51 50 46 56 60 49 59
116 40 45 59 50 46 60 60 48 63 70 49 67
118 40 42 80 50 45 85 60 49 95 70 50 100
PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM
1 30 22 12 40 24 17 50 26 18 60 28 20
3 30 29 30 40 32 31 50 35 35 60 37 38
114 30 31 34 40 34 39 50 37 44 60 38 47
6 40 38 65 50 40 73 60 42 80 70 44 86
Overall Height (Popped Down) 7 12 I 17 for High Pop
Recommended Spacing 28 to 44
Radius 22 to 50
Nozzle Trajectory 26deg
low Angle Nozzle Trajectory 12deg
Standard and low Angle Nozzle Included
Riser Height 5
PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli
05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18
11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23
1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41
2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75
25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64
345 340 122 1211 73 413 408 125 1325 79
3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113
114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133
116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152
118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227
METRIC
PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H
1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46
3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87
4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1
116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196
Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw
e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011
41211110 1139 AM I
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
POOR QUALITY 201706051125 11212017 095642 AM 16
~ r -~
J -~ -
middot -r _
j
Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number
General Warr-anty Deed
Date November ZQ 2017
Grantor Bret Stewart and wife Melissa Stewart
Grantors Mailing Address
303 Talbert Avenue Simi Valley California 93065
Grantee BOOMER amp COCO LLC a Texas limited liability company
Grantees Mailing Address
21422 Catlin Ct San Antonio Texas 78258
Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged
Propermiddotty (including any impmvements)
A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof
Reservations from Conveyance None
Exceptions to Conveyance and Warranty
bull bull
I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas
2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
POOR QUALITY
3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas
4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty
Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty
When the context requires singular nouns and pronouns include the plural
~)(~ MELISSA STEW A
2
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
POOR QUALITY
STATE OF -~~
COUNTY OF ___ _
sect sect sect
This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART
Cj~otary Public State ofT ex~---middot -
AFTER RECORDING RETURN TO
BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258
3
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
POOR QUALITY
CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188
A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment
State of california
Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC
Date Here Insert Nafne and Tdle of the Officer
personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument
I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct
WITNESS my hand
Place NotJJry Seal Above
---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document
Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------
Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _
Signer Is Representing---------
Signers Name __________ _
0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator
0 Other --------------shySigner Is Representing --------
-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
POOR QUALITY
EXHIBIT A The Property
Sl l OF IEXbullS CO~NH Y O f C)1Al
FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~
l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt
el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~
8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot
l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t
lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl
THENC E
~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point
~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1
AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw
5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt
~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1
2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t
Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1
N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t
Exhibit A
I
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot
S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI
S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f
North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr
$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
POOR QUALITY
Exhibit A
Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-
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S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l
S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr
onro(f-J- ~gtcmiddotfni
$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t
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$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L
rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal
l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1
Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD
USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK
X=TEST HOLE
1275 STONY RIDGE ROAD
DANIEL LEWIS SURVEY No 347
GREG W JOHNSON PE
a 1 a 2 o
RECEIVFn
MAY 2 6 2000
COUNTY ENGINEE
middot middot __
i i i j
I
CAM
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf
RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed
1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced
property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please
submit either an approved CZP or written verification from TCEQ that a CZP willnot be required
If you have any questions you can email me or call the office Thanks
Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM
Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me
Sincerely Melissa Stewart
COUNTY OF COMAL COUNTY ENGINEERS OFFICE
Staffwill complete shaded items
OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials
APPLICATION CHECKLIST
Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe
OSSFPermit
Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer
r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications
Required Permit Fee
Surface Application Aerobic Treatment System
Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public
Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate
Floodplain Development Permit
Property in Incorporated City
Completed Application
Boundary Map Indicating Location ofProposed Improvements
Copy ofRecorded Deed
Required Permit Fee
I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development
~ 7~e-rtf Signature of Applicant Date
----------------------
------------------------------------------
---------------------------------------------------------
----------------------------------------------------------
COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl
PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date Permit ----1_0--2-1---3-6--_
Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k
Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____
City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____
Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J
Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~
All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail
Subdivision Name Unit Lot Block
AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(
Type of Development RECEJVED
o Single Family Residential JUN 12 2014
Type of Construction (House Mobile RV Etc)
Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area
~ommercial or Institutional Facility
(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)
Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants
Restaurants Lounges Theaters - InCficate Number of Seats
Hotel Motel Hospital Nursing Home - Indicate Number of Beds
Travel TrailerRV Parks -Indicate Number of Spaces
Miscellaneous
Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement
DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)
lt
Source of Water 0 Public ~rivate Well
Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No
I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property
~ 5-21-~ Signature of Owner Date Page 1 of 2
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013
-----------------------
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED
ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE
JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER
SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy
f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation
Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0
Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone [poundYfes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo
(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~
I certify that the information provided above is true and correct to the best of my knowledge
Y-~ 2 I -ySignatureo~~ Date Page2of2
195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013
------------------------------------
----------------------------------
---------------
ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information
JUN 12 2014Date 612014
Applicant Information Site Evaluator Information COUNTY ENGINEER
Name Hoyt Seidensticker
=~_=L=~______________ Company Land Stewardship Services LLC
78163 Address 182=2~FM~47=3____________
City Boerne State Texas Zip middot78006
Phone (210) 414-6603 Fax (830) 336-4697
Installer information
StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__
City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________
Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________
Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006
--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract
Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM
Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me
Sincerely Melissa Stewart
COUNTY OF COMAL COUNTY ENGINEERS OFFICE
Staffwill complete shaded items
OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials
APPLICATION CHECKLIST
Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe
OSSFPermit
Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer
r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications
Required Permit Fee
Surface Application Aerobic Treatment System
Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public
Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate
Floodplain Development Permit
Property in Incorporated City
Completed Application
Boundary Map Indicating Location ofProposed Improvements
Copy ofRecorded Deed
Required Permit Fee
I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development
~ 7~e-rtf Signature of Applicant Date
----------------------
------------------------------------------
---------------------------------------------------------
----------------------------------------------------------
COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl
PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date Permit ----1_0--2-1---3-6--_
Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k
Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____
City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____
Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J
Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~
All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail
Subdivision Name Unit Lot Block
AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(
Type of Development RECEJVED
o Single Family Residential JUN 12 2014
Type of Construction (House Mobile RV Etc)
Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area
~ommercial or Institutional Facility
(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)
Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants
Restaurants Lounges Theaters - InCficate Number of Seats
Hotel Motel Hospital Nursing Home - Indicate Number of Beds
Travel TrailerRV Parks -Indicate Number of Spaces
Miscellaneous
Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement
DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)
lt
Source of Water 0 Public ~rivate Well
Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No
I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property
~ 5-21-~ Signature of Owner Date Page 1 of 2
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013
-----------------------
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED
ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE
JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER
SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy
f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation
Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0
Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone [poundYfes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo
(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~
I certify that the information provided above is true and correct to the best of my knowledge
Y-~ 2 I -ySignatureo~~ Date Page2of2
195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013
------------------------------------
----------------------------------
---------------
ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information
JUN 12 2014Date 612014
Applicant Information Site Evaluator Information COUNTY ENGINEER
Name Hoyt Seidensticker
=~_=L=~______________ Company Land Stewardship Services LLC
78163 Address 182=2~FM~47=3____________
City Boerne State Texas Zip middot78006
Phone (210) 414-6603 Fax (830) 336-4697
Installer information
StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__
City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________
Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________
Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006
--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract
Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
COUNTY OF COMAL COUNTY ENGINEERS OFFICE
Staffwill complete shaded items
OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials
APPLICATION CHECKLIST
Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe
OSSFPermit
Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate
SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer
r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications
Required Permit Fee
Surface Application Aerobic Treatment System
Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public
Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate
Floodplain Development Permit
Property in Incorporated City
Completed Application
Boundary Map Indicating Location ofProposed Improvements
Copy ofRecorded Deed
Required Permit Fee
I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development
~ 7~e-rtf Signature of Applicant Date
----------------------
------------------------------------------
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COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl
PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date Permit ----1_0--2-1---3-6--_
Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k
Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____
City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____
Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J
Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~
All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail
Subdivision Name Unit Lot Block
AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(
Type of Development RECEJVED
o Single Family Residential JUN 12 2014
Type of Construction (House Mobile RV Etc)
Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area
~ommercial or Institutional Facility
(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)
Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants
Restaurants Lounges Theaters - InCficate Number of Seats
Hotel Motel Hospital Nursing Home - Indicate Number of Beds
Travel TrailerRV Parks -Indicate Number of Spaces
Miscellaneous
Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement
DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)
lt
Source of Water 0 Public ~rivate Well
Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No
I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property
~ 5-21-~ Signature of Owner Date Page 1 of 2
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013
-----------------------
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED
ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE
JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER
SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy
f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation
Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0
Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone [poundYfes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo
(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~
I certify that the information provided above is true and correct to the best of my knowledge
Y-~ 2 I -ySignatureo~~ Date Page2of2
195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013
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ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information
JUN 12 2014Date 612014
Applicant Information Site Evaluator Information COUNTY ENGINEER
Name Hoyt Seidensticker
=~_=L=~______________ Company Land Stewardship Services LLC
78163 Address 182=2~FM~47=3____________
City Boerne State Texas Zip middot78006
Phone (210) 414-6603 Fax (830) 336-4697
Installer information
StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__
City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________
Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________
Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006
--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract
Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
----------------------
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COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl
PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE
Date Permit ----1_0--2-1---3-6--_
Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k
Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____
City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____
Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J
Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~
All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail
Subdivision Name Unit Lot Block
AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(
Type of Development RECEJVED
o Single Family Residential JUN 12 2014
Type of Construction (House Mobile RV Etc)
Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area
~ommercial or Institutional Facility
(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)
Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants
Restaurants Lounges Theaters - InCficate Number of Seats
Hotel Motel Hospital Nursing Home - Indicate Number of Beds
Travel TrailerRV Parks -Indicate Number of Spaces
Miscellaneous
Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement
DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)
lt
Source of Water 0 Public ~rivate Well
Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No
I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property
~ 5-21-~ Signature of Owner Date Page 1 of 2
195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013
-----------------------
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED
ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE
JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER
SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy
f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation
Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0
Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone [poundYfes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo
(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~
I certify that the information provided above is true and correct to the best of my knowledge
Y-~ 2 I -ySignatureo~~ Date Page2of2
195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013
------------------------------------
----------------------------------
---------------
ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information
JUN 12 2014Date 612014
Applicant Information Site Evaluator Information COUNTY ENGINEER
Name Hoyt Seidensticker
=~_=L=~______________ Company Land Stewardship Services LLC
78163 Address 182=2~FM~47=3____________
City Boerne State Texas Zip middot78006
Phone (210) 414-6603 Fax (830) 336-4697
Installer information
StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__
City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________
Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________
Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006
--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract
Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
-----------------------
COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED
ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE
JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER
SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy
f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation
Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0
Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)
Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo
Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)
If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No
(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)
Is the property located over the Edwards Contributing Zone [poundYfes 0 No
Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo
(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)
If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~
I certify that the information provided above is true and correct to the best of my knowledge
Y-~ 2 I -ySignatureo~~ Date Page2of2
195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013
------------------------------------
----------------------------------
---------------
ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information
JUN 12 2014Date 612014
Applicant Information Site Evaluator Information COUNTY ENGINEER
Name Hoyt Seidensticker
=~_=L=~______________ Company Land Stewardship Services LLC
78163 Address 182=2~FM~47=3____________
City Boerne State Texas Zip middot78006
Phone (210) 414-6603 Fax (830) 336-4697
Installer information
StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__
City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________
Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________
Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006
--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract
Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
------------------------------------
----------------------------------
---------------
ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information
JUN 12 2014Date 612014
Applicant Information Site Evaluator Information COUNTY ENGINEER
Name Hoyt Seidensticker
=~_=L=~______________ Company Land Stewardship Services LLC
78163 Address 182=2~FM~47=3____________
City Boerne State Texas Zip middot78006
Phone (210) 414-6603 Fax (830) 336-4697
Installer information
StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__
City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________
Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________
Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006
--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract
Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks
SITE DRAWING Lot Size 4973 acres
SEE ATTACHED
Signature of Site Evaluator Site Evaluator License No OS0008771
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information
RECEIVED Date Soil Survey Performed 5212014
JUN 12 2014Site location 1275 Stoney Ridge road
Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER
Proposed Excavation Depth 18 inches County Coma I
Requirements
At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil
boring or dug pits must be shown on the site drawing
For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation
depth For surface disposal the surface horizon must be evaluated
Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear
Soil Borin~ Number 1
Depth (feet)
Texture Class Soil Structure
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0shy III Clay loam lt30 None Brown
1_
22Qln fractured rock yes fractured rock
3_
4 -shy
5
Soil Borin~ Number
Depth Texture (feet) Class Soil Structure
2
Gravel Analysis
Drainage (Redox Featuresl
Water Table) Restrictive
Horizon Observations (color
consistence)
0--shy III Clay loam lt30 None Brown
1 -shy
2 20 in -shy fractured rock yes fractured rock
3r-shy
4 -shy5
Features of Site Area Presence of 100 year flood zone yes1NoL
Presence of adjacent ponds streams water improvements Yes__ No_x_
Existing or proposed water well in nearby area Yes_x__ No__
Organized sewage service available to lot or tract Yes__ No_x_
Recharge feature within 150 feet Yes__ No_x_
By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability
I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation
detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment
According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of
smiddot ~ 1~
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART
Property Information
st Address 1275 Stoney Ridge Rd
City Bulverde State Texas
Zip code 78163
Predicted Quantity of Sewage (Q)
Water Saving Devises in Bldg (yn) yes
Gallonsday (0) 50
Greywater included (yesno) yes
Rate of Adsorption (Ra)
Application rate (gsq ft) 02
Minimum Adsorptive Area in (sq ft) 250
Supply Line from Building
Total length of supply line (approx ft) 30
Type of supply line min Sch 40
Size of Supply line (in) 3 or 4
Septic Tank Capacity
Block Creek Concrete Products tank
(830) 995-3189 or equivalent 1
Minimum tank volume (gallons) 750
1st compartment size (gallons) 500
2nd compartment size (gallons) 250
Commercial Shop InformitllilllTY ENGINeeR
No of Bedrooms 5 employees
Sq footage (Approx) 7200
Water Supply well
Supply Line From Tank amp Lateral Lines
Length of supply line (approx ftmiddot 20
Type of supply line min of SDR 35
Size of supply line (in) 4
Total length of manifold (ft) na
Manifold placement end
Soil Absorptive Bed Information
Depth of bed (in) 18
Width of bed (ft) 4
Length of bed (ft) 42
Type of laterals pvc Pipe
Tot length of laterals required (ft) 42
Tot length of laterals installed (ft) 42
Total square footage installed 260
Excavated Bed Information
Depth of excavation (in) 42
Width of excavation (ft) 8
Length of excavation (ft) 46
All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site
Sewage Facilities (Effective September 11 2008) The above design was based on the
best available information and shoLlld function properly under normal operating conditions~
All changes or modifications made to design must be approved by the below signed designer
---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~
Hoyt Seidensticker RS No 3588 Date
Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006
Cell (210) 414-6603 Fax (830) 336-4697
i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t
(~ -shy
Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes
but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director
Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ
~Jr ~~~
~ Ji~ geotextile fabric ~ round level
minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12
18 gravel 42 I 2- 2middot---1
CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I
GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy
lt ~OfuOIANlt ~II
Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel
This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop
b 100N bull bull bull bull 99
bull bullbull~~ bull ~ bull 97 ~
bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot
bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l
~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~
100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~
----shy
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
v- LV bull L II
WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111
201306062744 12302013014616 P 14
NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER
GF 1884249 Date DECEMBER 17 2013
RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS
JUN 12 2014Grantors Mailing Address
COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER
Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~
Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed
AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)
Property (including any improvements)
BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES
Reservations from Conveyance NONE
Exceptions to Conveyance and Warranty
THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING
Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty
The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor
RECEIVEDWhen the context requires singular nouns and pronouns include the plural
JUN 12 2014
COUNTY ENGINEEI=1
(Acknowledgment)
THE STATE OF T~ COUNTY OF I y-
This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS
NOTICE This document affects your legal rights Read it carefully before signing
AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF
BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812
flt-tv r -)
FIRST AMERICAN TITLEJIf lIInM18arlDn~
1221 SMoporStall1OAualln1DDI78746
Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
RECEIVED
EXHIBIT A JUN 12 2014
File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163
BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows
BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas
THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas
THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas
- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post
THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract
THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract
THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract
THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1
ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post
188424rAU20 1 of 2
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20
- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013
llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod
RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014
~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER
llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod
THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi
THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak
llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas
APNl05910
Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744
2of2IB84249-AU20