BEFORE ANY CONSTRUCTION CONTACT:CALL BEFORE YOU DIG @ 1-800-424-5555
THIS IS NOT A SURVEYSITE FEATURES, TOPOGRAPHY, ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATAM PROVIDED BY THEOWNER, PIERCE COUNTY RECORDS AND THE PUGET SOUND LiDAR CONSORTIUM. THIS DATUM IS INTENDED FOR THEREVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC DESIGN ONLY. LSE INC. RECOMMENDS THAT A LICENSEDPROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNERS, ESTABLISH LOT LINES, DETERMINE ELEVATIONS ANDTOPOGRAPHY AND/OR PROVIDE A LEGAL SITE PLAN.
PHONE LINE NOTE:THE PHONE LINE HIT DURING SOILOBSERVATION IS TO BE LOCATED AND THEUTILITY PROVIDER WILL BE CONTACTED TOENSURE THE LINE IS NO LONGER IN USE.
PROPOSEDDRIVEWAY
10' MIN
5' MIN
Received8/7/2021
ELEVATION-PUMP DISCHARGE TO LATERAL I.E.TRANSPORTMANIFOLDLATERALRESIDUAL HEADTOTAL T.D.H.
==
L.F.L.F.L.F.
=PVC PIPE==
=
FTFTFTFTFTFT
PVC PIPEPVC PIPE
LOSS15.04.11.17.92.030.1
14540
39
2"2"
1.25"
SCH40SCH40SCH40
MIN. REQUIRED ABSORPTION AREA ____ SQ FTAPPLICATION RATE _____ GAL/SQ FT/DAY
P.O. Box 740, Puyallup, Washington 98371(253) 848-6608 Fax: (253) 840-4140
www.lseinc.com
SURVEYINGENGINEERING
GEOLOGYSEPTIC DESIGN
GPSGIS MAPPINGP.O. Box 740, Puyallup, Washington 98371
(253) 848-6608 Fax: (253) 840-4140www.lseinc.com
SURVEYINGENGINEERING
GEOLOGYSEPTIC DESIGN
GPSGIS MAPPING
CLIENT:
PARCEL NO. SUBDIVISION:
DATE:
LOT NO.
SCALE:
JOB NO.
DESIGNER:
DRAWN:
CERT. NO.
INSTALLER:
PHONE NUMBER:
ADDRESS:
04/30/2021
EXPIRATION DATE: 12/10/22
BEFORE ANY CONSTRUCTION CONTACT:CALL BEFORE YOU DIG @ 1-800-424-5555
PUMP MUST BE CAPABLE TO DELIVER _____ G.P.M. AGAINST ______ FT OF HEAD.FOR PUMP SPECIFICATIONS SEE THIS SHEET OR USE EQUIVALENT. CONTROLSARE TO BE SET TO DOSE ___ CYCLES PER DAY AT _____ GAL/CYCLE. USE ANAPPROVED, UL LISTED, TIMED DOSING CONTROL PANEL WITH BOTH AN ELAPSEDTIME METER AND CYCLE COUNTER.PUMP OFF TIME: ____ HOURS.
PUMP40 30.1
6 80
4
10 20 30 40 50 60 7000
10
20
30
40
50
60
70
U.S. GALLONS PER MIN.
TOTA
L H
EAD
IN F
EET
SCALE:
SHEF50 - HYDROMATIC(1/2 H.P. - 3,450 RPM)
N.T.S.
ON-SITE WASTEWATER DESIGN: 25716 99TH AVE E
CHUCK ANDERSON
281-528-6201
31 QUINCE TREE PL
CONROE, TX 77385
3161000280
BILL CREVELING
2353
28
ERE
COLUMBIA CREST VIEW
13278
SEE DWG
2
3
Received8/7/2021
DRAIN ROCK
1/2" REBAR ANCHOR
6" PVC SLIP CAP
UPSWEPT PVC LATERAL
6" PERFORATED PVCGEOTEXTILE
MINERAL SOIL
FINISH GRADE
BUILDER / HOMEOWNER NOTES1. BUILDER SHALL PROVIDE SITE PLAN TO THE DESIGNER PRIOR TO SUBMITTAL FOR BUILDING PERMIT.2. DRAINFIELDS THAT ARE TO BE INSTALLED IN THE TOP 12" OF NATIVE SOIL WILL REQUIRE A LICENSED INSTALLER TO CLEAR THE DRAINFIELD AREA.3. IF A STORM SYSTEM IS REQUIRED TO BE INSTALLED ON SITE, THIS LOCATION WILL NEED TO BE NOTED ON THE SITE PLAN GIVEN TO THE DESIGNER.4. BUILDER SHALL GIVE A COPY OF THE DESIGN TO THE POTENTIAL LANDSCAPER AND THE NEW HOMEOWNER.5. TOPOGRAPHY, BENCHMARK AND STUB-OUT ELEVATIONS BASED ON ASSUMED DATA SHOULD NOT BE USED FOR ANY PURPOSE OTHER THAN DESIGN OF
THE DRAINFIELD SYSTEM.6. ANY DEVIATION OR ALTERATION OF THE HOUSE PLAN OR LOCATION MAY REQUIRE REVISION OF THE SEPTIC DESIGN AND MUST BE APPROVED BY THE
DESIGNER PRIOR TO MODIFICATION. PLEASE CONTACT LEROY SURVEYORS & ENGINEERS. THIS PLAN IS COPYRIGHTED.7. NO EXCAVATION. ALTERATION, REMOVAL OF SOIL OR ENCROACHMENT OF IMPROVEMENTS WITHIN THE PRIMARY AND RESERVE DRAINFIELD AREAS IS
ALLOWED.8. DIVERT ALL DOWN SPOUTS OR ROOF DRAINAGE WATER AWAY FROM SEPTIC SYSTEM COMPONENTS.9. GARBAGE DISPOSAL UNITS ARE NOT ALLOWED ON THIS SEPTIC DESIGN. THIS SYSTEM IS DESIGNED TO TREAT RESIDENTIAL STRENGTH SEWAGE.
EFFLUENT WASTE STRENGTH SHOULD NOT EXCEED 125 MG/L CBOD5; 80 MG/L TSS; OR 20 MG/L O&G.10. ON-SITE WASTEWATER SYSTEMS REQUIRE ONGOING MONITORING AND MAINTENANCE TO ASSURE PROPER LONG-TERM FUNCTION. PLEASE REFER TO
CHAPTER 2 ON-SITE SEWAGE - ENVIRONMENTAL HEALTH CODE - B.O.H. RESOLUTION NO. 2010-4222 FOR OPERATION AND MAINTENANCE REQUIREMENTS.11. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE PIERCE COUNTY HEALTH DEPARTMENT.
INSTALLER NOTES1. SHOULD SITE CONDITIONS DIFFER FROM DESIGN, OR IF ANY OTHER PROBLEMS ARE OBSERVED; PLEASE CONTACT DESIGNER PRIOR TO PROCEEDING WITH
INSTALLATION.2. THE PUMP MUST HAVE A UL LISTING AND IDENTIFICATION NUMBER.3. ALL EQUIPMENT MUST BE INSTALLED FOLLOWING MANUFACTURES INSTRUCTIONS.4. IF SEWER LINES AND WATER LINES CROSS, THE WATER LINE MUST BE AT LEAST 18" ABOVE THE SEWER LINE AND SLEEVED WITHIN A RIGID LEAK PROOF
PIPE FOR A MINIMUM OF 10'-0" HORIZONTALLY FROM THE CENTER OF THE WATER LINE. IF THE WATERLINE IS BETWEEN 5'-0" AND 10'-0" FROM THE SEWERLINE, THE WATER LINE MUST BE ENCASED IN PIPE.
5. INSTALLER MUST CONTACT THE DESIGNER FOR SYSTEM CONSTRUCTION INSPECTIONS. SYSTEM MUST BE UNCOVERED AND ACCESSIBLE.6. INSTALLER TO PROVIDE A COMPLETED "BACKFILL VERIFICATION AND SYSTEM SPECIFICATIONS" FORM TO DESIGNER UPON COMPLETION OF
CONSTRUCTION AND TESTING. PROPERTY OWNER IS RESPONSIBLE FOR ANY ADDITIONAL REQUIRED MAINTENANCE CONTRACTS.
TRANSPORT LINE
TEE
PLAN VIEW
ACCESS UTILITY BOXTO FINISH GRADE
PVC GATEVALVE
NUMBER OF LATERAL SUPPLYLINES MAY VARY - SEE PLAN
SCALE:VALVE CONTROL BOX AND LATERAL DETAIL (TYP)
SCALE:ACCESS PORT DETAIL
SLIP CAP
FOR HEALTH DEPARTMENT USE
SCALE:TRENCH DETAIL
CARSON BOX
36"
ORIGINAL GRADE
BRN LMYFN SD
2"
12-24"
NOTE: MAINTAIN AT LEAST 2.0' VERTICAL SEPARATION ABOVERESTRICTIVE LAYER OR GROUNDWATER
