Attachment_B_-_Project_Drawings_Design_Plans.pdf

PROJECT LOCATION

PROJECT SITE

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

C-01 EXISTING SITE PLAN

C-02 NEW SEPTIC LAYOUT

C-03 1500 GALLON SEPTIC/1000 GALLON PUMP TANK DETAILS

C-04 SEPTIC FIELD DETAILS

D-01 DETAIL SHEET #1

J. W. TOUMEY NURSERY

WASTEWATER SYSTEM REPLACEMENT

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

NURSERY MANAGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO WATER & WASTEWATER PROGRAM MANAGER

DATE

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TRAVEL DIRECTIONS:

FROM THE INTERSECTION OF US-2 AND US-45 IN WATERSMEET, MI, HEAD NORTH ON US-45 APPROXIMATELY 0.65

MILES AND TURN RIGHT ONTO OLD US HWY 2 E. GO APPROXIMATELY MILES 0.21 MILES AND TURN RIGHT AT THE

J.W. TOUMEY NURSERY SIGN. FOLLOW DRIVEWAY TO THE MAIN OFFICE. PROJECT IS LOCATED BETWEEN THE MAIN

OFFICE/PACKING FACILITY AND THE WAREHOUSE TO THE NORTH. PROJECT IS LOCATED AT J.W. TOUMEY NURSERY, OTTAWA NATIONAL FOREST, E23985 OLD US HWY 2 E, WATERSMEET, MI 49969, PHONE 906-358-4523.

LATITUDE N 46.27145 AND LONGITUDE W 89.17276667.

REGION 9

OTTAWA NATIONAL FOREST

GOGEBIC COUNTY

MICHIGAN

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WAREHOUSE #1

EXISTING

DRAINFIELD

TO BE

ABANDONED

IN PLACE.

REMOVE

ALL ABOVE

GROUND

VENTS.

ANY PIPING

IN WAY OF

NEW

FORCEMAIN

TO BE

REMOVED.

EXISTING

POWER

DISTRIBUTION

PANEL

CHEMICAL

STORAGE

BUILDING

SEEDLING

PROCESSING AND

STORAGE BUILDING

WITH EMPLOYEE

CENTER. FINISH

FLOOR OF 105.00.

5" OUTLET LINE FROM FLOOR DRAIN

EXISTING CONCRETE RAMP

BENCH MARK IS CORNER

OF RAMP/FINISHED

FLOOR OF 105.00 USED

FROM SURVEYS TO

DETERMINE ELEVATIONS

C

I T

Y

W

A T

R

M

A I N

WAREHOUSE #2

ELEVATION AT WALL 104.5

BURIED ABANDONED AERATION

TANK SHALL BE REMOVED BY

CONTRACTOR AND PROPERLY

DISPOSED OF OFF OF GOV'T

PROPERTY ONLY IF IT IS IN THE

WAY OF THE NEW SEWER

FORCEMAIN. IF IT MUST BE

REMOVED, IT WILL BE DEALT WITH

BY A CHANGE ORDER DUE TO

THEIR IS NOT INFORMATION

AVAILABLE ON IT'S SIZE, ETC.

APPROXIMATE

LOCATION OF BURIED

POWER LINES.

PROPANE TANK

1.5" DIA CONDUIT

DRIVE EDGE

SLOPE

1.5" DIA CONDUIT

1000 GAL

BURIED

FUEL OIL

TANK

EDGE OF

EXISTING

ASPHALT

CONTRACTOR TO USE CAUTION

& VERIFY & LOCATE ELECTRICAL

& OTHER UTILITIES IN THE

PROJECT AREA THAT ARE NOT

KNOWN OR SHOWN ON THESE

DRAWINGS.

NEW 10" DIA

IRRIGATION MAIN

LINES 1-N & 1-S

FIRE CACHE

FIRE HYDRANT

6" WELL

CASING

SHUT OFF

4" CITY WATER MAIN

M

A

I

N

T

R

A

N

C

O

A

D

HEDGE

HUB #2

G R

E E

N H

O U

S E

FIRE HYDRANT

CONTRACTOR TO PUMP & REMOVE

2 EACH 1000 GAL SEPTIC TANKS & 1

LIFT STATION, UG ELECTRICAL,

BOLLARDS, & ANY ASSOCIATED

PIPING IN THE WAY OF NEW

CONSTRUCTION. EDGES OF

REMAINING ASPHALT SHALL BE

SAW CUT, PROVIDING A NEAT

EDGE. REMOVED ASPHALT TO BE

REPLACED USING 6" 23AA

AGGREGATE. BACKFILL OF

REMOVED STRUCTUES CAN BE

SOIL REMOVED FROM THE NEW

SEPTIC/PUMP TANK EXCAVATION.

EXISTING 4"

GRAVITY SEWER

LINE TO BE

CONNECTED TO

NEW GRAVITY

SEWER LINE &

OLD LINE

ABANDONED IN

PLACE.

EXISTING 4" GRAVITY SEWER

LINE TO BE CONNECTED TO

NEW GRAVITY SEWER LINE &

OLD LINE ABANDONED IN

PLACE.

EXISTING

UNDERGROUND

ELECTRIC

X

SE 103.00

X

SE 104.5

X

SE 104.50

X

SE 103.90

X

SE 103.08

X

SE 104.10

X

SE 102.84

X

SE 102.40

X

SE 103.95

X

SE 103.77

X

SE 103.62

X

SE 103.30

X

SE 104.65

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R9

EASTERN REGION

J.W. TOUMEY

WASTEWATER

SYSTEM

REPLACEMENT

J.W. TOUMEY NURSERY

OTTAWA NATIONAL FOREST

EXISTING SITE PLAN

SCALE: 1/16" = 1'

4/16/2019

R. SUTTON

R. SUTTON

D. MATTEI

C-01 002 006

NOTE: SE = SPOT ELEVATION

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PUMP HOUSE

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WAREHOUSE #1

NEW

POWER

DISTRIBUTION

PANEL

CHEMICAL

STORAGE

BUILDING

SEEDLING

PROCESSING AND

STORAGE BUILDING

WITH EMPLOYEE

CENTER. FINISH

FLOOR OF 105.00.

EXISTING CONCRETE RAMP

BENCH MARK IS CORNER

OF RAMP/FINISHED

FLOOR OF 105.00 USED

FROM SURVEYS TO

DETERMINE ELEVATIONS

C

I T

Y

W

A T

M

A I N

FIRE HYDRANT

FIRE CACHE

WAREHOUSE #2

APPROXIMATE

LOCATION OF BURIED

POWER LINES.

PROPANE TANK

1.5" DIA CONDUIT

DRIVE EDGE

SLOPE

INSTALL

NEW

PRESSURE

DRAINFIELD

PER SHEET

C-04

INSTALL NEW

CLEANOUT, 3'

FROM FACE

OF BLDG

INSTALL NEW

CLEANOUT, 3'

FROM FACE

OF BLDG

SAW CUT EXISTING

ASPHALT, INSTALL

61.5'+/- NEW 4" SCH 40

PVC SEWER PIPE AT

3.2% SLOPE

CONNECTING AT NEW

WYE. BACK FILL

REMOVED ASPHALT

WITH 6" 23AA

AGGREGATE.

CONNECT NEW SEWER

TO EXISTING SEWER

USING APPROPRIATE

FERNCO FITTING.

INVERT OF EXISTING

SEWER ASSUMED 101.80

CONNECT NEW

SEWER TO EXISTING

SEWER USING

APPROPRIATE

FERNCO FITTING.

INVERT OF EXISTING

SEWER ASSUMED

101.80

EDGE

OF

EXISTING

ASPHALT

INSTALL 49' +/- NEW 4" SCH

40 PVC SEWER PIPE AT 4%

SLOPE CONNECTING AT NEW

WYE AT ELEVATION 99.84.

INSTALL 13'-8" +/- NEW

4" SCH 40 PVC SEWER

PIPE AT 4% FROM WYE

TO SEPTIC TANK

INVERT AT 99.28.

INSTALL 91'-9" +/- NEW

1.5" SCH 40 PVC

FORCEMAIN AT 2%

SLOPE (BACK TO

TANK) FROM THE

SEPTIC/PUMP TANK

TO DRAINFIELD

MANIFOLD PIPING.

USE APPROPRIATE

45° BENDS WITH

THRUST BLOCKS.

INSTALL NEW

SEPTIC/PUMP

TANK, UG ELECTRIC

& CONTROL PANEL.

SEE SHEET C-03

CONTRACTOR TO USE CAUTION &

VERIFY & LOCATE ELECTRICAL &

OTHER UTILITIES IN THE PROJECT

AREA THAT ARE NOT KNOWN OR

SHOWN ON THESE DRAWINGS.

CONNECT NEW

LIFT STATION

PUMPS TO

EXISTING POWER

PANEL. USE

APPROPRIATE LB

CONNECTIONS FOR

CONDUIT.

EXISTING

UNDERGROUND

ELECTRIC

B U

R I E

D

A

B A

N D

O N

E D

A E

R A

T I O

N

T

A N

K

EXISTING

DRAINFIELD

BEING

ABANDONED IN

PLACE

BOLLARD

POST, TYP.

OF 4. SEE

SHEET C-03

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R9

EASTERN REGION

J.W. TOUMEY

WASTEWATER

SYSTEM

REPLACEMENT

J.W. TOUMEY NURSERY

OTTAWA NATIONAL FOREST

NEW SEPTIC LAYOUT

SCALE: 1" = 10'

4-16-2019

R. SUTTON

R. SUTTON

D. MATTEI

C-02 003 006

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LIQUID LEVEL

FINISHED GRADE 104.50

BASE OF TANK 94.45

LIFT STATION FLOOR 94.70

INLET INVERT 99.28

EFFLUENT FILTER & PRESSURE

LINE INVERTS 99.17

TOP OF LIDS/HATCH 104.75

6" TAMPED IN PLACE CLEAN PEA STONE

BEDDING (100% PASSING

" SCREEN)

EXTENDING 1' PAST ALL TANK EDGES AND

UNDER TANK WITH CENTER BEDDING BEING

1" LOWER THAN PERIMETER BEDDING OR

AS PER MFG RECOMMENDATIONS.

CENTER

EFFLUENT

FILTER IN

RISER - SEE

SPECS FOR

SPECIFICS

HATCH ON TANK SHALL BE

ALUMINUM HINGED ACCESS DOOR

W/ SPRING ASSIST, PADLOCK BAR

& HATCH DOOR GASKET (MUST

SPECIFICALLY ORDER THE

GASKET). HALLIDAY PRODUCTS

MODEL S1R3642 OR APPROVED

EQUAL. HATCH SHALL HAVE A 7" X

5" "DANGER - CONFINED SPACE

ENTER BY PERMIT ONLY" STICKER

SECURELY APPLIED ON THE

UNDERSIDE OF THE HATCH.

HATCH MUST BE INTEGRALLY

POURED WITH TANK TOP.

SIDE VIEW OF PUMP TANK

NOTE 24" RISERS, INLET FROM EFFLUENT FILTER

NOT SHOWN FOR CLARITY

HATCH

OPEN

DIRECTION

TOP OF TANK 100.28

VENT, PUMPS &

PIPING, ETC. NOT

SHOWN FOR CLARITY.

SEE SIDE VIEW.

NEW VENT - SEE

DETAIL SHEET

VENT

1500 GALLON SEPTIC / 1000 GALLON PUMP TANK DETAILS

INLET INVERT FROM 4" DIA GRAVITY SEWER = 99.28

OUTLET INVERT TO PUMP CHAMBER 2" BELOW INLET INVERT = 99.17

OUTLET INVERTS FOR 1.5" PRESSURE LINES = 99.17

FINISHED GRADE = 104.50

TOP OF TANK HATCH & LIDS = 104.75

4" SCH 40 GRAVITY

LINE AT 4% SLOPE

24" DIA LIDS SHALL BE OF THE TYPE

THAT CAN BE SECURED TO THE RISER

BY A PHYSICAL FASTENER (SCREWS,

CHAIN AND LOCK, ETC). A CONCRETE

LID WITHOUT FASTENERS IS NOT

ACCEPTABLE.

TANKS TO NOT INCLUDE THE

NORMAL CONCRETE LID.

BASED ON 19.5 GAL/INCH, TANK TO HAVE 195

GAL CAPACITY FROM PUMP OFF LEVEL PRIOR

TO ALARM ACTIVATION, BUT CAN HOLD 643

GAL (122% OF DESIGN FLOW OF 529 GPD) TO

EFFLUENT FILTER INLET INVERT AT 99.17.

MOUNT STAINLESS STEEL

L3X3X

" TO UNDERSIDE OF

CONCRETE TOP FOR PUMP

RAILS SUPPORT

REDUNDANT PUMP OFF FLOAT = 17" AF

PUMP OFF FLOAT = 20" AF

LEAD PUMP ON FLOAT = 27" AF

LAG PUMP & ALARM ON FLOAT = 30" AF

AF = ABOVE PUMP CHAMBER FLOOR

1.5" PVC PRESSURE LINE TO DRAIN FIELD INVERT 99.17

6 SLOT STAINLESS STEEL

FLOAT & PUMP CABLE

HANGER ATTACHED WITHIN

6" OF TOP OF HATCH.

ALLOW FOR EXTRA CABLE

FOR PUMP REMOVAL &

FLOAT ADJUSTMENTS.

2 EACH MYERS ME50D DOUBLE SEAL

PUMP, OR EQUAL

30 GPM AT 50' HEAD.

4 EACH 2"Ø SCH 40 PVC CONDUITS TO

NEW CONTROL PANEL. ALL FLOATS

TO BE IN 1 CONDUIT, 1 PUMP WITH

SEAL LEAK INDICATOR CORD/

CONDUIT FOR CONDUITS 2 AND 3.

4TH CONDUIT FOR POWER FROM

WAREHOUSE ELECTRICAL PANEL.

SEAL END OF CONDUITS IN THE LIFT

STATION USING ELECTRICAL DUCT

SEAL TO PREVENT AIR & MOISTURE

FROM ENTERING CONDUITS.

CONDUIT TO BE BURIED MIN 18" &

HAVE ELECTRICAL CAUTION TAPE

INSTALLED 12" ABOVE EACH CONDUIT.

MYERS SRA-200-CV RAIL SYSTEM, OR APPROVED

EQUAL WITH 3/4" DIA STAINLESS STEEL PIPE

GUIDE RAILS WITH INTERMEDIATE RAIL SUPPORT

BRACKETS LOCATED 5' ABOVE FLOOR. CONTRACTOR TO

DEMONSTRATE PUMPS CAN EASILY BE REMOVED AND MAY

ADJUST LENGTH OF HORIZONTAL PIPE AS NEEDED.

HOWEVER, THE DRAIN & ISOLATION VALVES MUST BE

OPERABLE FROM THE TOP OF THE LIFT STATION USING

CONTRACTOR PROVIDED VALVE WRENCHES (2 TO BE

PROVIDED FOR EACH TYPE/SIZE OF VALVE).

2" SCH 80 PVC, UNIONS, ELBOWS,

CROSS, FITTINGS, ISOLATION BALL

VALVES, FITTINGS FOR DRAINING, 2"

TO 1.5" PVC REDUCER, ETC.

INTERMEDIATE RAIL SUPPORTS

LOCATED 6' ABOVE FLOOR TO

CLEAR ALL PIPING & VALVES

MUST BE OPERABLE.

EXTEND BAFFLE 12"

BELOW LIQUID LEVEL &

8" ABOVE LIQUID LEVEL,

TYP ALL BAFFLES.

BOLLARD POST, TYP. OF 4

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

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R9

EASTERN REGION

J.W. TOUMEY

WASTEWATER

SYSTEM

REPLACEMENT

J.W. TOUMEY NURSERY

OTTAWA NATIONAL FOREST

1500 GALLON

SEPTIC/1000 GALLON

PUMP TANK DETAILS

SCALE: 1/2" = 1'

4-16-2019

R. SUTTON

R. SUTTON

D. MATTEI

C-03 004 006

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BOLLARD POST

AutoCAD SHX Text 6" SCH 40 STEELPIPE, PAINT WITH TWO COATES YELLOW PAINT AFTER FILLING WITH CONCRETE

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CENTER BOLLARD IN 4' DEEP X 18" SONOTUBE FORM & FILL WITH CONCRETE

AutoCAD SHX Text DOME CONCRETE 1"ABOVE PIPE EDGE, TROWEL SMOOTH & PAINT WITH TWO COATES YELLOW PAINT

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NOTES: 1) CONCRETE SEPTIC/PUMP TANK DIMENSIONS MAY VARY BUT RETAINED SEPTIC VOLUME SHALL NOT BE LESS THAN 1500 GALLONS TO THE LIQUID LEVEL AND THE PUMP TANK VOLUME SHALL NOT BE LESS THAN 1000 GALLONS TO THE SEPTIC TANK OUTLET INVERT. ALL SEPTIC AND PUMP TANKS SHALL BE CONSTRUCTED IN CONFORMANCE WITH STATE OF MICHIGAN AND LOCAL COUNTY REGULATIONS. 2) ALL TANK PIPE PENETRATIONS SHALL BE WATERTIGHT FLEXIBLE GASKET CONNECTIONS. RISER CONNECTIONS ARE TO BE WATERTIGHT. 3) ALL SEPTIC TANK NON PRESSURIZED PIPING SHALL BE SCH 40, 4" PVCUNLESS OTHERWISE NOTED. 4) ALL PRESSURIZED PIPING SHALL BE SCH 80 PVC UNLESS OTHERWISE NOTED. 5) ALL INLET & OUTLET T's SHALL BE A SANITARY OR "SWEEP" T. 6) TANKS CAN NOT BE CONSTRUCTED OF MORE THAN TWO SECTIONS. 7) ALL TANK JOINTS/SEAMS, WHETHER MID TANK OR NEAR THE TOP, SHALL BE WRAPPED WITH A 12" WIDE BUTYL RUBBER MEMBRANE TO PROVIDE A WATER TIGHT SEAL AND TO PHYSICALLY JOIN THE TWO SECTIONS TOGETHER. BUTYL MATERIAL SHALL ALSO BE USED TO CONNECT THE TWO SECTIONS ON THE CONTACT SURFACE JOINTS OF THE TANK SECTIONS. 8) TANK DIMENSIONS ARE BASED ON WIESER CONCRETE W1500/1000-FDL TANK WITH 3" THICK BOTTOM AND WALLS AND 5" THICK COVER.

LATERAL A

LATERAL B

LATERAL C

LATERAL D

LATERAL E

EXISTING WAREHOUSE WIDTH 30' - 8"

NOTE: EXISTING GRADE IN FIELD

AREA VARIES FROM 102.0'+/- TO

104.0'+/-. CONTRACTOR TO USE

EXCESS SOIL FROM EXCAVATION

AND SPREAD OVER SITE TO MAKE A

LEVEL ELEVATION OF 103.50'.

EXCESS SOIL CAN ALSO BE PLACED

ON NORTH & WEST SLOPE AS

NEEDED OR AS DIRECTED BY COR

TO ALLOW FOR PROPER DRAINAGE

AWAY FROM WAREHOUSE.

SEPTIC DESIGN BASED ON DESIGN

FLOW OF 529 GALLONS/DAY.

SOIL LOADING RATE OF 1.2

GPD/SFT BASED ON LOAMY

SAND.SOIL BORING IN NEW

DRAINFIELD LOCATION.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

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DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

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OFSHEET

United States Department of Agriculture Forest Service

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EASTERN REGION

J.W. TOUMEY

WASTEWATER

SYSTEM

REPLACEMENT

J.W. TOUMEY NURSERY

OTTAWA NATIONAL FOREST

SEPTIC FIELD DETAILS

4-16-2019

R. SUTTON

R. SUTTON

D. MATTEI

C-04 005 006

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AutoCAD SHX Text 5 EACH 1-1/2" SCH 40 PVC LATERALS, EACH WITH 3/16" DIAMETER PERFORATIONS AT 3' ON CENTER. PERFORATIONS SHALL BE 3 UP AND 1 DOWN WITH DOWN PERFS UTILIZING AN ORIFICE SHIELD AS RECOMMENDED BY THE CHAMBER MANUFACTURER. LATERAL A HAS 12 PERFS STARTING & STOPPING 1' INSIDE CHAMBER ROW. LATERAL B HAS 12 PERFS STARTING & STOPPING 1' INSIDE CHAMBER ROW. LATERAL C HAS 10 PERFS STARTING & STOPPING 2' INSIDE CHAMBER ROW. LATERAL D HAS 9 PERFS STARTING & STOPPING 2' INSIDE CHAMBER ROW. LATERAL E HAS 8 PERFS STARTING & STOPPING 1' INSIDE CHAMBER ROW.

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MARKER POST

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MARKER POST

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MARKER POST

AutoCAD SHX Text 4" SCH 40 PVC OBSERVATION PORT AT EACH END CAP (10 TOTAL) PLACED ON OPPOSITE SIDE OF LATERAL- SEE DETAIL SHEET

AutoCAD SHX Text 1.5" SCH 40 PVC HEADER WITH T'S AND 45s TO 1.5" LATERALS

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DRAIN FIELD LAYOUT SCALE: 1/2" = 1'

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END CLEAN OUT WITH MARKER POST, TYP OF 5 - SEE DETAIL SHEET

AutoCAD SHX Text QUICK 4 PLUS CHAMBERS, 5 ROWS TOTAL (2 ROWS X 8 UNITS LONG, 1 ROW X 7 UNITS LONG, 1 ROW X 6 UNITS LONG, 1 ROW X 5 UNITS LONG) LAID TIGHT TOGETHER FOR BED APPLICATION

AutoCAD SHX Text USING A 30# CAPACITY ALL-WEATHER POLYPROPYLENE ZIP TIE EVERY 4', SECURE 1-1/2" PVC PRESSURE LATERAL TO TOP OF CHAMBER. ENSURE ALL LATERALS ARE PLACED ON SAME SIDE OF MID RIB, TOWARDS WAREHOUSE.

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NATIVE BACKFILL

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ESTABLISH VEGETATIVE COVER

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REUSE 6" OF NATIVE TOPSOIL

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CROSS SECTION A-A SCALE: 1/2" = 1'

AutoCAD SHX Text QUICK 4 PLUS CHAMBER 5 ROWS TOTAL (2 ROWS X 8 UNITS LONG, 1 ROW X 7 UNITS LONG, 1 ROW X 6 UNITS LONG, 1 ROW X 5 UNITS LONG) LAID TIGHT TOGETHER FOR BED APPLICATION

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BED ELEVATION 100.50

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TOP OF CHAMBER 101.50

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FINISHED GRADE 103.50

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TOP OF PIPE 101.13 (INVERT 101.00)

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UNDISTURBED NATIVE SOIL

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FIELD LOCATE NEW JUNCTION

BOX SIZED PER NEC &

PUMP CONTROL PANEL AND

SECURELY MOUNT TO SIDE OF

WAREHOUSE #1 (WOOD SIDING)

USING APPROPRIATE ALL

WEATHER FASTENERS.

3 EACH 2" SCH 40 PVC CONDUITS

FROM LIFT STATION & 1 EACH 2"

SCH 40 PVC FOR POWER FEED

FROM ELEC PANEL IN BLDG

WRAP PIPE WITH 2 LAYERS

6 MIL MIN PLASTIC PRIOR

TO CONCRETE THRUST

BLOCK PLACEMENT.

PRESSURE PIPE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/1

9 1 5:

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EASTERN REGION

J.W. TOUMEY

WASTEWATER

SYSTEM

REPLACEMENT

J.W. TOUMEY NURSERY

OTTAWA NATIONAL FOREST

DETAIL SHEET #1

4-16-2019

R. SUTTON

R. SUTTON

D. MATTEI

D-01 006 006

AutoCAD SHX Text

ELECTRICAL TRENCH DETAIL

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FINISHED GRADE 4" TOP SOIL

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MARKER TAPE WITH WORDS "CAUTION ELECTRIC LINE BURIED BELOW

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BACKFILL

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ELECTRICAL CABLE IN CONDUIT

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TOPSOIL, 6" MIN

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NATIVE BACKFILL OVER CHAMBERS

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POLY-AIR ACTIVATED CARBON VENT COVER BY POLYLOK OR APPROVED EQUAL

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USE 4 EACH TREATED DECK SCREWS TO ATTACH PIPE TO END CAP

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INSPECTION PORT W/ VENT DETAIL USING CHAMBERS

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FORCEMAIN DRAIN VALVE PLAN VIEW CONNCETED FORCEMAINS

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FORCEMAIN

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FORCEMAIN

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FORCEMAIN

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CROSS SIZE AS NEEDED

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1/2" TO 1/4" REDUCING BUSHING, 1/4" BALL VALVE & DOWN TURNED 90° EL

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PIPE

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BEDDING

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#12 TRACER WIRE PLACED ON TOP OF PIPE

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BACKFILL

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MARKER TAPE WITH WORDS "CAUTION SEWER LINE BURIED BELOW"

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FINISHED GRADE 4" TOP SOIL

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TYPICAL TRENCH - SEWER LINE

AutoCAD SHX Text 4" X 4" UC4A TREATED WOOD MARKER POST - ANGLED TOP TO FACE TOWARDS OBJECT MARKING

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MARKER POST

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PUMP CONTROL PANEL

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DRAINFIELD LATERAL ACCESS BOX - INSTALL 2' PAST END OF CHAMBERS - 1 PER LATERAL

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1.5" PVC LATERAL PIPE W/ 90° LONG SWEEP

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1.5" BALL VALVE W/ THREADED PLUG

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ACCESS BOX, 10" X 10" X 10" MIN W/ SOLID LID.

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TOPSOIL, 6" MIN

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SANDY OR LOAM SOIL, MIN 12"

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PIPE W/ TRACER WIRE ATTACHED

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BEDDING

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2 LAYERS EACH OF 2" STYROFOAM FOAMULAR 400 (40 PSI) OR EQUAL

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INSULATION DETAIL FOR ALL GRAVITY & PRESSURE SEPTIC LINES

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POLY-AIR ACTIVATED CARBON VENT COVER BY POLYLOK OR APPROVED EQUAL

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TYPICAL VENT FOR LIFT STATION

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TOP OF STRUCTURE

AutoCAD SHX Text 4" DIA SCH 40 GI VENT PIPE. USE PROPER LINK-SEAL TO MAKE A WATERTIGHT SEAL & LOCATE VENT SO IT IS NOT IN THE WAY OPENING OF ANY HATCH DOOR

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4" DIA THREADED PLUG

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4" PVC SCH 40 PIPE

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EXTEND TRACER WIRE TO SURFACE

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WYE

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FLOW

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SEWER LINE

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CLEAN OUT

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PIPE

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BEDDING

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#12 TRACER WIRE

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BACKFILL

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MARKER TAPE WITH WORDS "CAUTION SEWER LINE BURIED BELOW"

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FINISHED GRADE

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TYPICAL TRENCH - SEWER LINE IN GRAVEL ROAD

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6" THICK BASE COURSE

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HORIZONTAL PIPE BEND THRUST BLOCK = 1/2 BAG MIXED QUICKCRETE

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