EXISTING 2-BEDROOM

HOUSE

AREA ≈ 2,500 S.F.

F.F. EL. 55.6'

PROP. 45° BEND WITH CLEANOUT

PROP. NRB SYSTEM. 294 SF

OF AREA PROVIDED

PROP. POLYLOK DISTRIBUTION

BOX / SAMPLE PORT.

PROP. INFILTRATOR QUICK4

PLUS STANDARD LP LEACHING

UNITS (TYP. OF 23)

44.2' OF PROP. 1

1

4

"Ø

SCH 80 PIPE

PROP. 50% EXPANSION AREA

(NOT INCLUDED IN CURRENT

SCOPE OF WORK)

PROP. INFLUENT PUMP CONTROL PANEL

(CONTRACTOR TO OBTAIN POWER FROM

EXISTING CIRCUIT BREAKER PANEL IN BUILDING)

PROP. EFFLUENT PUMP CONTROL

PANEL (CONTRACTOR TO OBTAIN

POWER FROM EXISTING CIRCUIT

BREAKER PANEL IN BUILDING)

PROP. BURIED ELECTRIC LINE

(SEE SHT 3)

APPROXIMATE LOCATION OF EXIST.

SANITARY SYSTEM TO BE ABANDONED

AND REMOVED.

PROP.

1

4

" PLYWOOD

WALL WITH PVC LINER

EXIST. OVERHEAD

ELECTRIC LINE

APPROXIMATE LOCATION OF

EXIST. WATER LINE

56' OF PROP. 4"Ø PVC SDR-35

PIPE (GRAVITY BYPASS LINE)

PROP. 1,500 GALLON SEPTIC

TANK WITH EFFLUENT PUMP

PROP. QUICK4 PLUS STD LP

INFILTRATOR CHAMBERS.

(TYP. OF 24 CHAMBERS)

PROP. INFILTRATOR IM-540

EFFLUENT PUMP STATION

PROP. BURIED ELECTRIC LINE (SEE SHT 3)

PROP. CLEANOUT (TYP, SEE SHT 2)

PROP. BYPASS BALL VALVE

20' OF PROP 4"Ø PVC SDR-35 PIPE

21' OF PROP. 4"Ø SDR35 PIPE

APPROXIMATE LOCATION

OF EXIST. CIRCUIT

BREAKER PANEL.

CONTRACTOR TO CONFIRM

LOCATION.

PROP. JUNCTION BOX (SEE SHT 3)

PROP. 22° BEND WITH

CLEANOUT

21.8'

7.0

'

13.3'

9.1

'

5.0'

28.0

'

16.5'

3.0

' 6.2'

2.9

'

7.6'

30.3

'

18" Ø Cedar

28" Ø Tree

Chim

.

Mas.

Ste

ps

Dow

n

PV

C

Shed

4' C

LF

O

V

H

D

O

V

H

D

O

V

H

D

O

V

H

D

O

V

H

D

O

V

H

D

O

VH

D

O

VH

D

O

V

H

D

Wooded Area

W

o

o

d

e

d

A

r

e

a

Utility Pole

Wd.

Ste

ps

Benchmark Set

El. 52.86'

R

e

t. W

a

ll

50.4'

51.2'

50.6'

51.2'

51.5'

52.1'

52.9'

49.6'

51.2'

49.4'

49.9'

48.6'

50.3'

50.4'

52.3'

52.3'

52.6'

50.6'

50.6'

50.5'

51.9'

52.9'

51.6'

51.0'

50.4'

51.7'

52.0'

51.8'

51.7'

52.3'

Lawn

D

ir

t

&

G

v

l.

D

w

y

.

E

EE

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

4'

MIN

8

1

4

"

34"

SS

SSS

4'

SS

S

S

SS

SS

SS

SSSSSS

S

SS

S

S

S

S

28.0'

32.0'

17.0'

S

14.6'

10' MIN.

15.5'

8' MIN.

WW

WW

PROP. 1

1

4

"Ø SCH 80 INFLUENT

MANIFOLD PIPE

PROP. 4"Ø PVC EFFLUENT

COLLECTION PIPE

PROP. JUNCTION BOX

(SEE SHT 3)

PROP. 22° BEND WITH

CLEANOUT

TEST HOLE LOCATION

PROP. RAILROAD TIES WITH ANCHORS. (TYP. AROUND

ALL COVERS AT GRADE)

PROP. RAILROAD TIES WITH

ANCHORS. (TYP. AROUND ALL

COVERS AT GRADE)

SITE LOCATION

650' ± TO

A ROAD

TWO (2) EXISTING

DRINKING WELLS.

Y

A

P

H

A

N

K

M

I

D

D

L

E

I

S

L

A

N

D

R

O

A

D

Well

Well

Drawing Number:

Sheet of

PWGC Project Number:

Title of Drawing:

Client:

Regulatory Reference Number:

County Tax Map Number:

Number Revision Description Revision Date

Project:

Project Address:

Unauthorized alteration or additionto this drawing and related documents

is a violation of Section 7209of the New York State Education Law

CONSULTANTS

Approved By

Drawn By

Designed By

Scale

Date Created

Date Submitted

630 Johnson Avenue. ● Suite 7

Bohemia ● NY ● 11716-2618

Phone: (631) 589-6353 ● Fax: (631) 589-8705

E-mail: INFO@PWGROSSER.COM

PWGC

Strategic Environmental and Engineering Solutions

P.W. GROSSER CONSULTING, INC.

PWGC

FILE

NAM

E: J

:\Pro

jects

S-Z\

SBU

Ston

y Bro

ok\17

03\71

Yap

hank

Midd

le Isl

and R

d\71 Y

apha

nk M

iddle

Islan

d Rd -

San

itary

Plan

s (Re

desig

n) -

4-11

-19.d

wg (S

HT1)

PLOT

DAT

E/TI

ME:

Apr 1

1, 20

19-5

:02pm

By:

mslan

e

Contract Number:

NEW YORK CENTER FOR CLEAN WATER TECHNOLOGY

1000 INNOVATION ROAD

STONY BROOK, NY 11794

71 YAPHANK MIDDLE ISLAND RD

PROPOSED LINED NRB

SANITARY SYSTEM

71 YAPHANK MIDDLE ISLAND ROAD

MIDDLE ISLAND, BROKKHAVEN

SUFFOLK COUNTY, NY

200-456-02-003 SBU1703

R02-18-0376

3

SBU1703

BAG -

MFS 6/11/18

BAG AS NOTED

SITE PLAN

OVERALL

1

1

VICINITY MAP

SCALE: NTS

PROPERTY INFORMATIONSITE: PROSSER PINES COUNTY PARK

71 YAPHANK MIDDLE ISLAND ROADMIDDLE ISLAND, NY 11953

SCTM #: 200-456-02-003

GROSS LOT AREA: 55.75 ACRES

BUILDING CLASSIFICATION: COUNTY PARK GWMZ # ZONE III (300 GPD/ACRE)

SITE

SYSTEM CALCULATIONSSEPTIC TANK DESIGN- TOTAL DESIGN FLOW FOR 2-BEDROOM HOUSE= 220 GPD

REQUIRED: 1,000 GALLON TANK FOR A 2 BEDROOM HOUSE PROVIDED: ONE (1) 1,500 GALLON TANK

NRB DESIGN-PROVIDE 294 SQ.FT. OF AREA:

HYDRAULIC LOADING:-DESIGN FOR 0.75 GAL/SQ.FT/DAYHYDRAULIC LOADING = 220 GPD / 294 SQ.FT. = 0.75 GAL/SQ.FT./DAY

INFILTRATOR QUICK4 PLUS STANDARD LP LEACHING DESIGN

REQUIRED: 330 GPD OF DAILY FLOW330 GPD / 1.2 GPD/SF = 275 SF

PROVIDED: INFILTRATOR EFFECTIVE WIDTH = 3 FTINFILTRATOR EFFECTIVE LENGTH = 4 FT3 FT X 4 FT = 12 SF275 SF / 12 SF = 22.9 UNITS23 INFILTRATOR CHAMBERS PROVIDED (92 LF OF TRENCH)

PARTIAL SITE PLAN

SCALE: 1"=10'

20100

SCALE: 1" = 10'

OVERALL SITE PLAN

SCALE: 1"=250'

5002500

SCALE: 1" = 250'

SCDHS APPROVAL BOX

NOTESGENERAL NOTES:1. ALL PROPOSED PIPING TO BE 4" Ø SDR-35, EXCEPT WHERE INDICATED.2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS REQUIREMENTS.3. ALL ELEVATIONS ARE IN NAVD88.4. NO PROPOSED STORM DRAINS WITHIN 20' OF THE PROPOSED SANITARY SYSTEM.5. THERE ARE NO WELLS WITHIN 150' OF PROPOSED SANITARY SYSTEM.6. THERE ARE NO SANITARY SYSTEMS WITHIN 150 ' OF THE EXISTING WELL.7. ALL FORCE MAINS TO BE SCH 40 PVC.8. INFILTRATOR LEACHING SYSTEM SHALL BE INSTALLED WITH 2' BETWEEN ROWS.9. INFILTRATOR LEACHING SYSTEM TO BE INSTALLED ABOVE SP/SW SOILS. ALL OTHER SOILS BELOW TRENCH

MUST BE REMOVED AND REPLACED WITH SP/SW SOILS.10. THE TOWN OF SOUTHAMPTON WILL SUPPLY WOODCHIPS WITHOUT COST. THE CONTRACTOR SHALL HAUL

WOODCHIPS FROM THE TOWN'S FACILITY LOCATED ON 1370 MAJORS PATH, NORTH SEA FOR DELIVERY ANDINSTALLATION AT THE SITE. THE TOWN WILL LOAD THE WOODCHIPS ONTO A SUITABLY SIZED TRUCK.

11. CONTRACTOR TO OBTAIN UNDERWRITER CERTIFICATE FOR ALL ELECTRICAL WORK ASSOCIATED WITH THEPROPOSED SYSTEM.

12. CONTRACTOR SHALL COORDINATE THE WORK WITH SCDHS AND THE ENGINEER. CONTRACTOR SHALLNOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION.

13. CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO THE INSPECTIONS BY THE ENGINEER AND SCDHS.

NITROGEN REDUCING

BIOFILTER (NRB)

I/A OWTS

DARK BROWN SAND

(SP)

GRASS, TOPSOIL (SM)

BROWN, FINE SAND

(SP)

0.5'

1.0'

4.42'

ELEV. 50.5

ELEV. 50.0

ELEV. 49.0

ELEV. 46.08

TEST HOLE # 1 DATA

JANUARY 16, 2019

P.W. GROSSER CONSULTING, INC.

0.0'

GRAY, FINE SAND (SP)

5.08'

ELEV. 45.42

G.W. ENCOUNTERED

Ø4.19"

3.25"

.93"

Ø4.25"

19.54"

RUBBER SEAL

END TWIST LOCKS INTO TOP OF

FILTER. (OPTIONAL POLYLOK

HANDLE EXTENSION KIT)

UNIVERSAL CLIP

PREVENTS FLOATING IN

ALL FILTER TEES

17.63"

POLYLOK FILTER - ZABEL A1800

SERIES (NSF 46 APPROVED)

BUILD

ING

INV. 48.90

EXISTING 4"DUCTILE IRONPIPE THROUGHFOUNDATIONWALL

GRADE

Drawing Number:

Sheet of

PWGC Project Number:

Title of Drawing:

Client:

Regulatory Reference Number:

County Tax Map Number:

Number Revision Description Revision Date

Project:

Project Address:

Unauthorized alteration or additionto this drawing and related documents

is a violation of Section 7209of the New York State Education Law

CONSULTANTS

Approved By

Drawn By

Designed By

Scale

Date Created

Date Submitted

630 Johnson Avenue. ● Suite 7

Bohemia ● NY ● 11716-2618

Phone: (631) 589-6353 ● Fax: (631) 589-8705

E-mail: INFO@PWGROSSER.COM

PWGC

Strategic Environmental and Engineering Solutions

P.W. GROSSER CONSULTING, INC.

PWGC

FILE

NAM

E: J

:\Pro

jects

S-Z\

SBU

Ston

y Bro

ok\17

03\71

Yap

hank

Midd

le Isl

and R

d\71 Y

apha

nk M

iddle

Islan

d Rd -

San

itary

Plan

s (Re

desig

n) -

4-11

-19.d

wg (S

HT2)

PLOT

DAT

E/TI

ME:

Apr 1

1, 20

19-5

:03pm

By:

mslan

e

Contract Number:

NEW YORK CENTER FOR CLEAN WATER TECHNOLOGY

1000 INNOVATION ROAD

STONY BROOK, NY 11794

71 YAPHANK MIDDLE ISLAND RD

PROPOSED LINED NRB

SANITARY SYSTEM

71 YAPHANK MIDDLE ISLAND ROAD

MIDDLE ISLAND, BROKKHAVEN

SUFFOLK COUNTY, NY

200-456-02-003 SBU1703

R02-18-0376

3

SBU1703

BAG -

MFS 6/11/18

BAG AS NOTED

DETAILS

2

2

SCDHS APPROVAL BOX

INFILTRATOR QUICK4 PLUS STANDARD LP CHAMBER (BID ITEM G)

SCALE: NOT TO SCALE

6" COVER

(MIN.)

34" 4'

8"

3.3" INVERT

4" PVC INLET

36" WIDE TRENCH

NATIVE BACKFILL

TOPSOIL

ESTABLISH

VEGETATIVE

COVER

GRADE TO

DRAIN

2' ABOVE

EXPECTED HIGH

GW ELEV.

INV. 50.24

(FROM POLYLOK DISTRIBUTION BOX VIA

GRAVITY. SPLASH PLATE TO RUN THE LENGTH

OF THE ROWS AND DISTRIBUTE EFFLUENT)

*HIGHEST EXPECTED GW EL. IS 5' BELOW

EXISTING GRADE, AS PER USGS DEPTH TO

GROUNDWATER VIEWER.

G.W. EL. 45.42±

GRADE EL. 51.6

INV. 48.50

(FROM HOUSE CONNECTION)

1 1/4"Ø SCH 80 PVC

INV. 48.35

(TO SAND FILTER)

2" X 2" FIBERGLASS

SUPPORT (TYP.)

0.2 WALL

THICKNESS

PER

CODE

44"

LIQUID

DEPTH

3"

10.1"

FREEBOARD

4"Ø SDR-35

PVC

24"Ø PLASTIC COVER AT GRADE (TYP

3)

INLET

16.9% AIR SPACE

PER SCDHS CODE

GRADE 51.5±

6" MIN

4"Ø SDR-35 GRAVITY BYPASS

LINE WITH EFFLUENT FILTER

INV. 48.25

(TO PUMP STATION)

INFILTRATOR IM-1530 1 COMPARTMENT SEPTIC / PUMP TANK

(BID ITEM C)

SCALE: NOT TO SCALE

TIMER ENABLE

INV. 47.08

LOW LEVEL ALARM

INV. 46.58

HIGH LEVEL ALARM

INV. 48.15

BOT. ELEV. 44.58

SIMPLEX POLYLOK STEP PUMP

VAULT. STEP SYSTEM INCLUDES

PUMP, FILTER, PIPING, FLOATS AND

CONTROL PANEL. (MODEL PL-STEP49)

G.W. EL. 45.42±

47" MAX

LIQUID DEPTH

QUICK DISCONNECT

AND CHECK VALVE

ESTABLISH VEGETATIVE

COVER AND DIVERT SURFACE

DRAINAGE AWAY FROM TANK

1.5" HDPE DR11 DISCHARGE FORCE MAIN

TO POLYLOK DISTRIBUTION BOX

INV. 48.0

1" PVC CONDUIT WITH

TRANSDUCER AND POWER WIRES

FOAM VAPOR BARRIER

POWER LINE PUMP

FLOAT WIRES

PUMP

4"Ø SDR-35 INLET

FROM SAND FILTER

INV. 47.21

INSTALL ON 1" CONCRETE PATIO BLOCK

BOT. ELEV. 43.29

G.W. EL. 45.42±

PUMP ON

INV. 46.29

PUMP OFF

INV. 45.79

HIGH LEVEL ALARM

INV. 46.79

LOW LEVEL ALARM

INV. 45.29

SIMPLEX LIBERTY PUMP MODEL FL-30

OR EQUAL

GRADE 51.5

6" MIN

48" MAX

INFILTRATOR IM-540 PUMP TANK (BID ITEM D)

SCALE: NOT TO SCALE

NITROGEN REDUCING

BIOFILTER (NRB)

I/A OWTS

HIGHEST EXPECTED G.W. ELEV. 45.42'±

QUICK4 PLUS STANDARD LOW PROFILE

INFILTRATOR CHAMBER BY INFILTRATOR

WATER TECHNOLOGIES.

CLEANOUT

INV. 48.90

HOUSE ELEV.55.6

BOT. ELEV. 44.58

TIMER ENABLE INV. 47.08

LOW LEVEL ALARM INV. 46.58

HIGH LEVEL ALARM INV. 48.15

FINISHED GRADE 51.6

BOT. ELEV. 49.96

INV. 50.24

DISTRIBUTION BOX

FINISHED GRADE 51.5 ±

EFFLUENT PUMP STATION

SAND FILTER

SEPTIC TANK WITH PUMP

INV. 50.5INV. 50.33

INV. 48.0

INV. 47.21

INV. 47.42

INV. 50.70INV. 48.35

INV. 48.50

EXISTING HOUSE CONNECTION

(BID ITEM B)

SCALE: NOT TO SCALE

POLYLOK DISTRIBUTION BOX (BID ITEM G)

SCALE: NOT TO SCALE

FRONT/SIDE VIEW

22.9"

13.91"

GRADE 51.5

INLET OUTLET

1.5" FORCE MAIN. PROVIDEINCREASER TO 4"ØINV. 50.5(FROM PUMP STATION)

4" PVC PIPEINV. 50.33(TO LEACHING FIELD)

DISTRIBUTION BOX DETAIL (BID ITEM G)

SCALE: NOT TO SCALE

INV. 48.25(GRAVITYBYPASS)

POLYLOK EFFLUENT FILTER DEVICE

(BID ITEM C)

SCALE: NOT TO SCALE

FINISHED GRADE 51.5 ±

SANITARY SYSTEM HYDRAULIC PROFILE

SCALE: N.T.S.

NOTE: CONTRACTOR TO PROVIDE DEADMEN AND TIEDOWNS AS NECESSARY FOR ANTI BUOYANCY PURPOSES

14' 7 12"

FINISHED GRADE 51.5 ±

BOT. ELEV. 43.29

24"Ø PLASTIC COVER AT GRADE

INV. 52.68

240 VOLT, 1Ø SERVICE TO

SJE RHOMBUS CONTROL PANEL

2 #12, #12 GRD IN 3/4" PVC CONDUIT

EX. GROUND ROD

INFLUENT

PUMP

CONTROL

PANEL

INCOMING SERVICE,

200A, 1Ø, 120/240 VOLTS

UTILITY

METER

NEW 20 AMP, 2 POLE BREAKER

INFLUENT

PUMP STA.

POWER

JUNCTION

BOX

EXIST.

CIRCUIT

BREAKER

PANEL

INFLUENT

PUMP STA.

CONTROLS

JUNCTION

BOX

EFFLUENT

PUMP

CONTROL

PANEL

EFFLUENT

PUMP STA.

POWER

JUNCTION

BOX

EFFLUENT

PUMP STA.

CONTROLS

JUNCTION

BOX

240 VOLT, 1Ø SERVICE TO

SJE RHOMBUS CONTROL PANEL

2 #12, #12 GRD IN 3/4" PVC CONDUIT

NEW 20 AMP, 2 POLE BREAKER

NOTE:

1) BURIED ELECTRICAL POWER CONDUITS SHALL BE

A MINIMUM OF 24 INCHES BELOW GRADE WITH

WIRING TAPE 6" ABOVE.

2) ALL ELECTRICAL WORK TO BE PERFORMED IN

ACCORDANCE WITH NEC.

3) ALL CONTROL PANELS AND JUNCTION BOXES TO

BE NEMA 4X.

4) ALL CONTROL PANELS SHALL BE EQUIPPED WITH

A 120V GFI RECEPTACLE.

5) ALL ELECTRICAL WORK SHALL BE CLEAN, PLUMB

AND LEVEL TO THE SATISFACTORY OF SUFFOLK

COUNTY PARKS DEPARTMENT.

LINED NRB SYSTEM

SECTION A-A (BID ITEM E)

SCALE: NTS

Drawing Number:

Sheet of

PWGC Project Number:

Title of Drawing:

Client:

Regulatory Reference Number:

County Tax Map Number:

Number Revision Description Revision Date

Project:

Project Address:

Unauthorized alteration or additionto this drawing and related documents

is a violation of Section 7209of the New York State Education Law

CONSULTANTS

Approved By

Drawn By

Designed By

Scale

Date Created

Date Submitted

630 Johnson Avenue. ● Suite 7

Bohemia ● NY ● 11716-2618

Phone: (631) 589-6353 ● Fax: (631) 589-8705

E-mail: INFO@PWGROSSER.COM

PWGC

Strategic Environmental and Engineering Solutions

P.W. GROSSER CONSULTING, INC.

PWGC

FILE

NAM

E: J

:\Pro

jects

S-Z\

SBU

Ston

y Bro

ok\17

03\71

Yap

hank

Midd

le Isl

and R

d\71 Y

apha

nk M

iddle

Islan

d Rd -

San

itary

Plan

s (Re

desig

n) -

4-11

-19.d

wg (S

HT3)

PLOT

DAT

E/TI

ME:

Apr 1

1, 20

19-5

:14pm

By:

mslan

e

Contract Number:

NEW YORK CENTER FOR CLEAN WATER TECHNOLOGY

1000 INNOVATION ROAD

STONY BROOK, NY 11794

71 YAPHANK MIDDLE ISLAND RD

PROPOSED LINED NRB

SANITARY SYSTEM

71 YAPHANK MIDDLE ISLAND ROAD

MIDDLE ISLAND, BROKKHAVEN

SUFFOLK COUNTY, NY

200-456-02-003 SBU1703

R02-18-0376

3

SBU1703

BAG -

MFS 6/11/18

BAG AS NOTED

DETAILS

3

3

SCDHS APPROVAL BOX

ELECTRICAL ONE LINE DIAGRAM (BID ITEM H)

SCALE: NOT TO SCALE

POLYLOK EQUALIZER

PART NO. - 3049

MATERIAL - FILLED POLYPROPYLENE

GEAR AND RACK

PROVIDES POSITIVE ONE

TIME LEVELING

RIBS THAT PROVIDE

FRICTION FOR ALL FITTED

4"Ø PIPE ID

SELF LEVELING WEIR

SHAPE

END CAP LEVELING DEVICE (BID ITEM G)

SCALE: NOT TO SCALE

QUICK4 PLUS STANDARD LP

INFILTRATOR CHAMBERS.

(6 ROWS OF CHAMBERS)

4" Ø PERFORATED PVC

EFFLUENT PIPE WITH

PEASTONE UNDERLAIN

INV. 47.42

30 MIL HDPE LINER OR EQUIVALENT

OVER

1

4

" PLYWOOD FRAME

NITRIFICATION SAND

(ASTM-33) LAYER

DENITRIFYING WOODCHIP LAYER.

(0.25-INCH TRIPLE GRIND MIXTURE OF

PINE AND OAK, OR EQUIVALENT)

6" LAYER OF TOPSOIL

1% SLOPE (TYP.)

INV. 47.42

INV. 48.92

INV. 50.42

INV. 51.09

*HIGHEST EXPECTED GW EL. IS 5' BELOW

EXISTING GRADE, AS PER USGS DEPTH TO

GROUNDWATER VIEWER.

G.W. EL. 45.42±

8

1

4

"

LYSIMETER FOR SAMPLING

(TYP OF 12)

LYSIMETER DETAIL (BID ITEM E)

SCALE: NOT TO SCALE

GRADE 51.0

LYSIMETER PAN 2"Ø PVC PIPE

4" DEEP SUMP

PVC CAP AT GRADE

NITROGEN REDUCING

BIOFILTER (NRB)

I/A OWTS

A

A

8

1

4

"

34"

4'

1

1

4

" Ø SCH 80 INFLUENT

PIPE MANIFOLD

SS

4" Ø PVC COLLECTION

PIPE

18' 4.5"

1/4" PLYWOOD

WALL WITH 30

MIL HDPE LINER

QUICK4 PLUS STANDARD

LOW PROFILE

INFILTRATOR CHAMBER

BY INFILTRATOR WATER

TECHNOLOGIES. (TYP OF

21)

16'

LINED SAND FILTER

PLAN VIEW (BID ITEM E)

SCALE: NTS

ALDERON APS SIMPLEX CONTROL PANEL SPECIFICATION DETAIL

(BID ITEM H)

SCALE: NOT TO SCALE

1 1/4" Ø SCH 80 FORCE

MAIN.

FROM SEPTIC TANK

TO EFFLUENT

PUMP STATION

CODE COMPLIANCE NOTES

CODE REFERENCE APPLIED2017 UNIFORM CODE

WORK DESCRIPTIONUPGRADE OF EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM TO AN ADVANCEDON-SITE SEWAGE TREATMENT SYSTEM.

CHAPTER 5 - CLASSIFICATION OF WORKSECTION 503.1 AND 504.1 - SCOPEALTERATION LEVEL 1 AND 2 AS DESCRIBED IN SECTION 503 AND 504 SHALL COMPLY WITH THEREQUIREMENTS OF CHAPTERS 7 AND 8 OF THE 2015 INTERNATIONAL EXISTING BUILDING CODE.

CHAPTER 7 - ALTERATIONS - LEVEL 1SECTION 702.6 - MATERIALS AND METHODSALL NEW WORK SHALL COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS IN THEINTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY CONSERVATION CODE, INTERNATIONALMECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE, AS APPLICABLE, THAT SPECIFY ANYMATERIAL STANDARDS, DETAIL OF INSTALLATION AND CONNECTION, JOINTS, PENETRATIONS, ANDCONTINUITY OF ANY ELEMENT, COMPONENT, OR SYSTEM IN THE BUILDING.

CHAPTER 8 - ALTERATIONS - LEVEL 2SECTION 801.3 - COMPLIANCEALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEM AND SPACES SHALL COMPLY WITH THEREQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. NEWLY INSTALLED ELECTRICALEQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 808.SECTION 808.1 - NEW INSTALLATIONALL NEW INSTALLED ELECTRICAL EQUIPMENT AND WIRING RELATING TO WORK DONE IN ANY WORKAREA SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF NFPA 70 EXCEPT AS PROVIDED FORIN SECTION 808.3.CHAPTER - SAFEGUARDS DURING CONSTRUCTIONSECTION 1501.1 - SCOPETHE PROVISIONS OF THIS CHAPTER SHALL GOVERN SAFETY DURING CONSTRUCTION THAT ISUNDER THE JURISDICTION OF THIS CODE AND THE PROTECTION OF ADJACENT PUBLIC ANDPRIVATE PROPERTIES.SECTION1501.6 - PROTECTION OF PEDESTRIANSPEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES ASREQUIRED BY SECTIONS 1501.6.1 THROUGH 1501.6.7 AND TABLE 1501.6. SIGNS SHALL BE PROVIDEDTO DIRECT PEDESTRIANS TRAFFIC. BARRIERS SHALL BE PLACED AS REQUIRED BY SECTION 1501.6.4OF THIS CHAPTER.SECTION 1501.6.7 - ADJACENT TO EXCAVATIONSEVERY EXCAVATION ON A SITE LOCATED 5 FEET OR LESS FROM THE STREET LOT LINE SHALL BEENCLOSED WITH A BARRIER NOT LESS THAN 6 FEET HIGH. WHERE LOCATED MORE THAN 5 FEETFROM THE STREET LOT LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE CODEOFFICIAL. BARRIERS SHALL BE ADEQUATE STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED INCHAPTER 16 OF THE INTERNATIONAL BUILDING CODE.SECTION 1502 - PROTECTION OF ADJOINING PROPERTYADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGED DURINGCONSTRUCTION AND DEMOLITION WORK.

CODE REFERENCE APPLIED2016 INTERNATIONAL PLUMBING CODE ALL PROPOSED PLUMBING WORK SHALL COMPLY WITH THE2016 INTERNATIONAL PLUMBING CODE.

CODE REFERENCE APPLIED2017 NATIONAL ELECTRICAL CODE (NFPA 70) ALL PROPOSED ELECTRICAL WORK SHALL COMPLYWITH THE 2017 NATIONAL ELECTRICAL CODE.

8

1

4

"

S S S

SS S

S S S

SS S

S S S

SS S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSSSSSSS

FIELD BUILT LYSIMETER DETAIL (BID ITEM E)

SCALE: NOT TO SCALE

LYSIMETER

LOCATIONS (TYP

OF 12), SEE SHT

3

INV. 47.92

1

1

4

" Ø PRESSURE

DISTRIBUTION LATERAL

2"

12" x 12"

DRAIN FITTING

ELECTRICAL JUNCTION BOX DIAGRAM

(BID ITEM H)

SCALE: NOT TO SCALE

GRADE = 51.6 ±

2' MIN.

RAILROAD TIE DETAIL

(BID ITEM C)

SCALE: NOT TO SCALE

RAILROAD TIE

SPIKES TO ANCHOR

RAILROAD TIE