Att. 1 Plans Updated 240325.pdf

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

LAKEWOOD SEPTIC

ON THE LEFT SIDE OF HIGHWAY 32 ENTERING LAKEWOOD FROM THE SOUTH

SYSTEM REPLACEMENT

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

DISTRICT RANGER DATE

6/2 3/2

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WISCONSIN

OCONTO COUNTY

(R9) EASTERN REGION

CHEQUAMEGON - NICOLET NATIONAL FOREST

LAKEWOOD-LAONA RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET

C-01 PROJECT LOCATION

C-02 EXISTING CONDITIONS AND REMOVALS

C-03 PROPOSED SITE PLAN

C-04 DETAILS

C-05 DETAILS

C-06 TREATMENT TANK DETAILS

E-01 ELECTRICAL PLAN

E-02 ELECTRICAL PANELS AND SPC SCHEDULE

USFS BUILDING ON

HWY 32

FINAL REVIEW DRAWINGS

WELL

SEPCSEPV

SEPV

A/C

A/C

SEPC

SIGN

SIGN

POST

POST

SEPV

C

E

E

G

G

G

T

T

T

T T

NGS

SA

N

SA

N

G

25' 50'0'

N

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

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R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

PROJECT LOCATION

06/23/2022

TLD

TTN

TLD

U21040

C-01

25' 50'

USFS GARAGE

BUILDING

USFS ADMIN BUILDING

ASPHALT PARKING LOT

EDGE OF PAVEMENT

CP 1

CP 3

CP 2

CP 4

EXISTING DRAIN FIELD (APPROX)

(TO BE ABANDONED)

REMOVE EXISTING

SEPTIC TANK

HW

Y 32

EXISTING DRAIN FIELD (APPROX)

(TO BE ABANDONED)

REMOVE EXISTING

SEPTIC TANK

EXISTING

GAS SERVICE LINE

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

SHED

EXISTING

GAS SERVICE LINE

EXISTING POWER LINE

SEPV

A/C

A/C

SEPC

SIGN

SIGN

POST

POST

SEPV

C

E

E

G

G

G

T

T

T

T T

NGS

SA

N

SA

N

G

25' 50'0'

N

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

2 1 5:

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R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

EXISTING CONDITIONS

AND REMOVALS

06/23/2022

TLD

TTN

TLD

U21040

C-02

25' 50'

USFS GARAGE

BUILDING

USFS ADMIN BUILDING

ASPHALT PARKING LOT

EDGE OF PAVEMENT

CP 1

CP 3

CP 2

CP 4

EXISTING DRAIN FIELD (APPROX)

(TO BE ABANDONED)

REMOVE EXISTING

SEPTIC TANK

HW

Y 32

EXISTING DRAIN FIELD (APPROX)

(TO BE ABANDONED)

REMOVE EXISTING

SEPTIC TANK

EXISTING

GAS SERVICE LINE

CONCRETE

SIDEWALK REMOVE

CONCRETE

SIDEWALK

CONTROL

POINT X Y ELEV. DESCRIPTION

1 444046.152 327800.265 1279.121 CP/CP1 MNS

2 443951.938 327968.65 1272.044 CP/CP2 MNS

3 444123.32 327993.853 1271.223 CP/CP3 SNS NE 20'' RED MPL

4 443847.009 328103.422 1272.892 CP/CP4 SNS

TREE LINE

TREE LINE

EXISTING UTILITIES

(APPROX. LOCATIONS)

SHED

CUT AND PLUG

EXISTING SANITARY PIPE

TO BE ABANDONED

CUT AND PLUG

EXISTING SANITARY SEWER

TO BE ABANDONED.

BM-1 CGSS

EL = 1270.36

X: 444103.59 Y: 328062.19

ELECTRICAL TRANSFORMER

CABINET

AIR CONDITIONING

CONDENSER

NOTES:

1. THE TANKS SHALL BE PUMPED BY A LICENSED SEPTIC HAULER PRIOR

TO REMOVAL

2. REMOVE EXISTING TANKS, OBSERVATION PIPES, AND VENT PIPES.

mbeuning Text Box Remove entire highligted section of the sidewalk.

SEPV

A/C

A/C

SEPC

SIGN

SIGN

POST

POST

SEPV

C

E

E

G

G

G

T

T

T

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NGS

SAN

SAN

25' 50'0'

N

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

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R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

PROPOSED SITE PLAN

06/23/2022

TLD

TTN

TLD

U21040

C-03

PROPOSED 1600 GAL

DOUBLE COMPARTMENT TANK

PROPOSED 2900 GAL

DOUBLE COMPARTMENT TANK

EXISTING UNDERGROUND

GAS UTILITY

EXISTING WELL

230 LF OF 2" HDPE FORCEMAIN. SLOPE

BACK TO TANK @ 2% SLOPE (MIN.)

(INSTALL BETWEEN TREES. DO NOT

REMOVE TREES WITHOUT PRE-APPROVAL

BY THE CONTRACTING OFFICER)

140 LF OF 2" HDPE

FORCEMAIN. SLOPE

BACK TO TANK @2%

SLOPE (MIN.)

BM-1 CGSS

EL = 1270.36

X: 444103.59 Y: 328062.19

HW

Y 32

RANGER STATION

BUILDING

GARAGE

PROPOSED DRAIN FIELD.

CELL ELEVATION = 1270.50

SILT FENCE

POSITION DRAIN FIELD

CELLS TO AVOID TREES.

NO TREES SHALL BE

REMOVED OR DAMAGED

DURING CONSTRUCTION.

CONNECT TO EXISTING 4" PVC

SANITARY LATERAL OUTSIDE OF

BUILDING. (CONTRACTOR TO

LOCATE LATERAL IN FIELD.)

REMOVE AND REPLACE

CONCRETE SIDEWALK TO

NEAREST JOINT.

CP 3

CP 4

CP 2

CP 1

EXISTING UTILITIES

(APPROX. LOCATIONS)

NOTES:

1. THE CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATIONS OF BOTH BUILDING

SEWER LATERALS. SET TANKS TO ACHIEVE A MINIMUM 2% SLOPE ON NEW SEWER

LATERALS AND ALLOW FLOW BACK FROM FORCE MAIN AT A MINIMUM OF 2%.

2. CONTRACTOR SHALL REFERENCE THE IN GROUND ABSORPTION CELL DESIGN

INCLUDED IN THE SPECIFICATIONS FOR SEPTIC SYSTEM DESIGN DETAILS.

3. INSULATE ALL SANITARY SEWERS (GRAVITY AND FORCE MAINS) THAT ARE NOT BURIED

6.5 FEET AND WHEN A SEWER CROSSES A PAVED SURFACE, WATERLINE OR SEWER.

4. CONTRACTOR TO REPLACE SIDEWALK. RUNNING AND CROSS SLOPES, AND LANDING

AT BASE OF STAIRS SHALL BE INSTALLED IN ACCORDANCE WITH ARCHITECTURAL

BARRIERS ACT STANDARDS.

CONTROL

POINT X Y ELEV. DESCRIPTION

1 444046.152 327800.265 1279.121 CP/CP1 MNS

2 443951.938 327968.65 1272.044 CP/CP2 MNS

3 444123.32 327993.853 1271.223 CP/CP3 SNS NE 20'' RED MPL

4 443847.009 328103.422 1272.892 CP/CP4 SNS

RIM ELEVATION = ± 1268.50

30 LF OF 4" PVC SANITARY SEWER

@ 2% (MIN.) SLOPE. MATCH

EXISTING LATERAL INVERT.

ELECTRICAL TRANSFORMER

CABINET

AIR CONDITIONING

CONDENSER

RIM ELEVATION = ± 1275.70

20 LF OF 4" PVC SANITARY SEWER @ 2% (MIN.)

SLOPE. MATCH EXISTING LATERAL INVERT.

COMMENTS AND NOTES FROM SOIL TESTING AND POWTS DESIGN

COMPANY:

SITE COMMENTS:

THE TEST AREA CONSISTS OF AN OUTWASH PLAIN THAT HAS AN EARTHY

FILL OVERBURDEN (APPROX. 35-40") RESULTING FROM THE ORIGINAL

CONSTRUCTION OF THE OFFICE BUILDING. TO ENSURE THE

INFILTRATIVE SURFACE IS INSTALLED INTO THE MOST PERMEABLE SOIL,

IT IS SUGGESTED THAT THE SYSTEM BE INSTALLED IN THE IN-SITU

UNDERLYING OUTWASH FRACTION.

- THE INFILTRATIVE DEPTH OF CELLS WILL BE: 1270.50'

- A DOUBLE COMPARTMENT SEPTIC TANK/PUMP CHAMBER IS

DESIGNED TO SERVE THE GARAGE WHICH WILL ACT AS A LIFT

STATION TO DOSE THE EXPECTED LOW VOLUME OF WASTEWATER

TO A COMMON SEPTIC TANK LOCATED IN CLOSER PROXIMITY TO

THE OFFICE BUILDING.

- THE SOILS WITHIN THE TEST AREA ARE EXCESSIVELY WELL

DRAINED AND CAN UTILIZE A 0.7' GPD/FT2 DESIGN SOIL LOADING

RATE (DSLR).

- BASED ON A DSLR OF 0.7 GPD/FT2, 1550 SQUARE FEET OF

ABSORPTION AREA WILL BE REQUIRED.

- IF EZ FLOW MEDIA IS USED, THEN (3) 3'X110' CELLS WILL BE

REQUIRED (33 TOTAL UNITS).

- IF INFILTRATOR Q4 CHAMBERS ARE USED, THEN (3) 3' X 104' CELLS

WILL BE REQUIRED (76 TOTAL UNITS).

- THE SITE IS CURRENTLY, MAINLY LAWN.

- AREA EVALUATED EAST OF THE GARAGE, NEAR S.T.H. 32

REVEALED SOILS UNSUITABLE FOR AN IN-GROUND POWTS DUE TO

SEASONAL HIGH GROUNDWATER.

OTHER:

- THE SITE HAS SEVERAL MATURE TREES AND 1 OR 2 MAY HAVE TO

BE REMOVED.

- THE TEST AREAS SHOULD REMAIN FREE OF ANY DISTURBANCE; NO

HEAVY EQUIPMENT TRAFFIC, NO FILLING, CUTTING, OR GRADING

SHOULD TAKE PLACE IN OR AROUND THE PROPOSED POWTS

SYSTEM AREA.

- THE ABSORPTION SYSTEM SHOULD BE INSTALLED WHEN SOIL

CONDITIONS ARE DRY.

- IT IS THE RESPONSIBILITY OF THE OWNERS (I.E. THE GOVERNMENT

CO) AND SEPTIC CONTRACTOR TO KNOW WHERE THE PROPOSED

POWTS SITE IS AND TO ENSURE THAT THE SITE IS NOT

COMPROMISED (FILLING, GRADING, COMPACTION OR OTHER

VEHICLE AND EQUIPMENT TRAFFIC, ETC.)

mbeuning Text Box Provide new concrete sidewalk where highlighted.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

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R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

DETAILS

06/23/2022

TLD

TTN

TLD

U21040

C-04

1. CONTRACTOR SHALL HAVE ALL EROSION CONTROL DEVICES IN PLACE AND APPROVED BY THE GOVERNMENT CONTRACTING

OFFICER (CO) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.

2. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE CONTRACTOR. CLEANING, ADJUSTING AND REPLACING EROSION CONTROL DEVICES SHALL BE COMPLETED AS NECESSARY THROUGHOUT CONSTRUCTION. ALL EROSION CONTROL DEVICE MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL PERFORM SITE INSPECTIONS AT LEAST ONCE PER WEEK AND FOLLOWING EACH RAIN EVENT OF 12 INCH OR MORE. ALL EROSION CONTROL MAINTENANCE SHALL BE COMPLETED WITHIN 24 HOURS OF THE INSPECTION. THE CONTRACTOR IS RESPONSIBLE

FOR MAINTAINING WRITTEN REPORTS OF ALL SITE INSPECTION CONDUCTED.

3. EROSION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE

CO.

4. DURING STORM SEWER, WATER MAIN AND SANITARY SEWER CONSTRUCTION, EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. ALL TRENCH WATER SHALL BE DISCHARGED INTO A SETTLING BASIN OR THROUGH A FILTERING DEVICE PRIOR TO RELEASE. AT THE END OF EACH DAY, THE TRENCH SHALL BE BACK FILLED, COMPACTED AND

STABILIZED.

5. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE OF THIS PROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING ALL EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR

LOCAL INSPECTORS, OR THE CO, SHALL BE INSTALLED WITHIN 24 HOURS.

6. EXISTING VEGETATION SHALL BE REMOVED ONLY AS NECESSARY TO PERFORM CONSTRUCTION ACTIVITIES. CLEARING OF LARGER AREAS THAT ARE CLEARLY OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE PERMITTED.

7. ALL DISTURBED AREAS SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE AFTER DISTURBANCE. THIS INCLUDES

TOPSOIL, SEED, AND MULCH OR EMAT.

8. EROSION CONTROL DEVICES SHALL NOT BE REMOVED UNTIL THE AREAS SERVED HAVE BEEN ESTABLISHED TO THE CO'S

SATISFACTION.

9. ALL EROSION CONTROL FACILITIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET

FORTH IN THE PLAN OR THE "WISCONSIN STORMWATER MANUAL".

10. SITE DISTURBANCE SHALL BE COMPLETED WITHIN 30 DAYS OF THE INITIAL DISTURBANCE OR WITHIN 7 DAYS OF REACHING

THE FINAL GRADE.

11. THE CONTRACTOR IS RESPONSIBLE FOR WATERING NEWLY SEEDED AREAS DURING THE SUMMER WHENEVER A WEEK PASSES WITHOUT A RAIN EVENT OF 12 INCH OR GREATER. THIS IS INCIDENTAL TO THE SEEDING ITEM AND SHALL CONTINUE UNTIL

THE AREAS HAVE ESTABLISHED VEGETATIVE COVER SATISFACTORY TO THE CO.

12. REMOVE SEDIMENT DEPOSITS WHEN BUILD UP EXCEEDS 12 OF THE EROSION CONTROL DEVICE (CHECK DAM, WEEPER DAM, SILT FENCE ETC.) STORAGE CAPACITY.

13. ALL DISTURBED SLOPES EXCEEDING 20% SHALL BE STAKED WITH EROSION MAT.

14. IF EROSION BECOMES PROBLEMATIC, ANIONIC POLYMERS WILL BE UTILIZED AS A TEMPORARY SOIL BINDING AGENT TO

REDUCE EROSION.

15. WATER PUMPED FROM THE SITE SHALL BE TREATED BY TEMPORARY SEDIMENTATION BASINS OR OTHER APPROPRIATE CONTROL MEASURES. SUCH SEDIMENTATION BASINS SHALL HAVE A DEPTH OF AT LEAST 3 FEET, BE SURROUNDED BY SNOW FENCE OR EQUIVALENT BARRIER AND HAVE SUFFICIENT SURFACE AREA TO PROVIDE A SURFACE SETTLING RATE OF NOT MORE THAN 1500 GALLONS PER SQUARE FOOT PER DAY. THIS WATER MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE, A NEIGHBORING SITE, OR THE BED OR BANKS OF THE RECEIVING WATER.

16. LIMIT GRADING TO AREAS SHOWN ON THE PLANS. NO MATERIALS STORAGE, VEHICULAR TRAFFIC, OR GRADING MAY OCCUR IN UNDISTURBED OR BUFFER AREAS. SHOULD CONSTRUCTION REQUIRE ADDITIONAL DISTURBANCE, CONSULT THE CO PRIOR

TO ESTABLISH PROPER EROSION CONTROL.

17. SOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AT LEAST 10 FEET AWAY FROM THE STOCKPILE. NO STOCKPILE SHALL BE PLACED WITHIN 20 FEET OF A DRAINAGE WAY OR STRUCTURE. SOIL STOCKPILES THAT ARE INACTIVE FOR MORE THAN 14 CONSECUTIVE DAYS SHALL BE STABILIZED WITH SEED AND MULCH, EROSION MAT, POLYMER OR COVERED.

18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IF DEWATERING WILL BE NECESSARY. IF DEWATERING IS NEEDED CONTRACTOR MUST FOLLOW TECHNICAL STANDARD 1061. THIS STANDARD IS AVAILABLE AT HTTP://dnr.wi.gov/topic/stormwater/documents/Dewatering_1061.pdf.

19. ALL TOPSOILING, SEEDING AND MULCHING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE PLANS AND SPECIFICATIONS AS WELL AS TECHNICAL STANDARD 1058 AND 1059. THESE STANDARDS ARE AVAILABLE ON THE DNR WEBSITE AT HTTP://dnr.wi.gov/topic/Stormwater/standards/const_standards.html.

20. IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER 15 AND OCTOBER 15; STABILIZE WITH MULCH, TACKIFIER AND A PERENNIAL SEED MIXED WITH WINTER WHEAT.

ANNUAL OATS OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE; OCTOBER 15 THROUGH COLD WEATHER:

STABILIZE WITH A POLYMER AND DORMANT SEED MIX AS APPROPRIATE FOR REGION AND SOIL TYPE.

EROSION CONTROL NOTES:

IS USED.

GEOTEXTILE FABRIC

ALLOWED IF A WOVEN

8'-0" POST SPACINGNOTE:

3" MAX.

FOLD

FLOW

3'-0" MAX.

3'-0" MAX.

3'-0" MAX.

3'-0" MAX.

2' -0

FLOW DIRECTION

(WHEN REQUIRED BY THE ENGINEER)

FLOW DIRECTION

FLOW DIRECTION 1

TRENCH DETAIL

WOOD POSTS

4' MIN. LENGTH

2' MIN. DEPTH IN

GROUND

GEOTEXTILE FABRIC ONLY

BACKFILL & COMPACT TRENCH

WITH EXCAVATED SOIL

ATTACH FABRIC TO POSTS WITH WIRE

STAPLES OR WOODEN LATH & NAILS

SUPPORT CORD

GEOTEXTILE FABRIC

TIEBACK BETWEEN FENCE

POST & ANCHOR

SILT

FENCE

ANCHOR STAKE

MIN. 18" LONG

GEOTEXTILE

FABRIC

EXCESS

FABRIC

SILT FENCE TIE BACK

NOTE: ADDITIONAL POST DEPTH

OR TIE BACKS MAY BE REQUIRED

IN UNSTABLE SOILS

SILT FENCE

SCALE : NTS

C-04

NOTES:

1. FOR MANUAL INSTALLATIONS THE TRENCH SHALL BE A MINIMUM OF

4" WIDE & 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC.

FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH

WITH EXCAVATED SOIL.

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

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R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

DETAILS

06/23/2022

TLD

TTN

TLD

U21040

C-05

PROPOSED OR EXISTING SUBGRADE

NOTES:

1. STANDARD TRENCH COMPACTION

ALL BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" BEFORE COMPACTION UNLESS AUTHORIZED BY THE USFS DUE TO THE CHARACTER OF THE MATERIAL AND THE COMPACTING EQUIPMENT. EACH LIFT SHALL BE MECHANICALLY COMPACTED TO THE

REQUIRED DENSITY PRIOR TO PLACING SUCCEEDING LIFTS OF BACKFILL MATERIAL.

2. SECTION 1:

MECHANICALLY COMPACTED BEDDING AS REQUIRED BY THE SPECIFICATIONS. COMPACTION ACHIEVED WITH SMALLER PLATE

COMPACTOR.

3. SECTION 2:

COMPACTION OF BACKFILL WITH BOMAG OR HOE-PAC OR SIMILAR EQUIPMENT SHALL NOT BEGIN UNTIL THE DEPTH OF BACKFILL

MATERIAL IS TWO (2) FEET ABOVE THE TOP OF PIPE.

4. IF UNSTABLE MATERIAL EXISTS AT BOTTOM OF TRENCH AN ADDITIONAL 6" OF BEDDING SHALL BE

ADDED UNDER THE PIPE.

5. IF PIPE TRENCH IS IN ROCK A MINIMUM OF 6" OF BEDDING UNDER THE PIPE IS REQUIRED.

12" MIN.

VARIES

(SECTION 2)

GRANULAR BACKFILL

SANITARY SEWER PIPE

6" MIN.

(SECTION 1)

BEDDING/COVER

SANITARY SEWER TRENCH

SCALE : NTS

C-03

4" THICK - 4' X 8' SHEET POLYSTYRENE

INSULATION OVER PIPE

EXISTING UNDERGROUND UTILITY

BEDDING MATERIAL AS REQUIRED

DITCH AS SHOWN IN

NEW UNDERGROUND

CONSTRUCTION

COMPACTED GRANULAR

COVER MATERIAL NOTES:

1. INSULATION BOARD SHALL BE CLOSED CELL

EXTRUDED POLYSTYROFOAM.

2. OVERLAP ALL INSULATION BOARD JOINTS

OR SEAMS BY 1' MINIMUM.

3. POLYSTYRENE BOARD SHALL BE

MANUFACTURED BY UPJOHN, DOW, OR

APPROVED EQUAL

4' TYPICAL

OR AS SPECIFIED IN

SPECIAL PROVISIONS

PROPOSED SANITARY

INSULATION DETAIL

SCALE : NTS

C-03

CONCRETE SIDEWALK

SCALE : NTS

C-03

1" X 34"

RUBBER GASKET

LID HANDLE

ANCHOR CHAIN

TO MH RISER

PROVIDE A LOCKING MECHANISM FOR

COVER. CHAIN WITH LOCK IS SHOWN.

WLP1000/600-MR

TANK SPECIFICATIONS

DIMENSIONS

WALL: 3"

BOTTOM: 3"

COVER: 5"

MANHOLE: CONCRETE RISERS PER SHEET C-06

HEIGHT: 56"

LENGTH: 12'-6"

WIDTH: 7'-0"

BELOW INLET: 42"

LIQUID LIMIT: 36"

WEIGHT: 14,970 LBS.

INLET AND OUTLET

4" CAST-A-SEAL BOOT OR EQUAL GASKET

LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC)

16.76 GAL/IN (PUMP)

LOADING DESIGN: 8'-0" UNSATURATED SOIL

TANK CAN BE USED AS:

SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON

COVER: MIX DESIGN #8 (NO FIBER)

TANK: MIX DESIGN #10 (STRUCTURAL FIBER)

CUSTOMIZED TANKS:

FOR CUSTOM TANKS CONTACT WIESER CONCRETE

SEE SHEET C-06

FOR RISER DETAILS

WLP1800/1100

TANK SPECIFICATIONS

DIMENSIONS

WALL: 3"

BOTTOM: 5"

COVER: 6"

MANHOLE: CONCRETE RISERS PER SHEET C-06

HEIGHT: 63 3/4 "

LENGTH: 15'-4"

WIDTH: 8'-6"

BELOW INLET: 50"

LIQUID LIMIT: 43"

WEIGHT: BOTTOM 18,017 LBS.

COVER 9,300 LBS.

INLET AND OUTLET

4" CAST-A-SEAL BOOT OR EQUAL GASKET

LIQUID CAPACITY: 41.86 GAL/IN (SEPTIC)

25.58 GAL/IN (PUMP)

LOADING DESIGN: 8'-0" UNSATURATED SOIL

TANK CAN BE USED AS:

SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON

COVER: MIX DESIGN #8 (NO FIBER)

TANK: MIX DESIGN #9 (SMALL FIBER)

CUSTOMIZED TANKS:

FOR CUSTOM TANKS CONTACT WIESER CONCRETE

SEE SHEET C-06

FOR RISER DETAILS

TANK SPECIFICATIONS

SCALE : NTS

C-03

CONCRETE COVER

SCALE : NTS

C-03

COMPACTED SUBGRADE

4" CONCRETE PAVEMENT

4" DENSE GRADED BASE 3/4"

#4 BAR @ 18" O.C. W/ 3" SIDE

EDGE CLEARANCE, SUPPORT

WITH CHAIRS MID-DEPTH.

FILTER

FILTER

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

2 1 5:

T

NO

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R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

TREATMENT TANK

DETAILS

06/23/2022

TLD

TTN

TLD

U21040

C-06

4 IN SCH 80 PVC PIPE - 12" MIN. ABOVE GRADE & >10FT.

FROM DOOR, WINDOW OR FRESH AIR INTAKE. INCLUDE

ACTIVATED CARBON VENT FILTER BY POLYLOCK OR

APPROVED EQUAL.

FOR SEPTIC TANK, APPROVED LOCKING MANHOLE

COVER WITH PADLOCK AND WARNING LABEL

(SEE DETAIL C-05)

TO CONTROL

PANEL

4 SCH 80 PVC VENT PIPE - 12"

MIN. ABOVE GRADE & >10FT.

FROM DOOR, WINDOW OR FRESH

AIR INTAKE. INCLUDE ACTIVATED

CARBON VENT FILTER BY

POLYLOCK OR APPROVED EQUAL. TO CONTROL

PANEL

GRADEGRADE

4" M

IN

" M

IN

FILTER

2 PUMPS

CONCRETE

BLOCK

OFF

LEAD ON

ALARM

4" M

IN

1/4" WEEP HOLE

APPROVED JOINTS

WITH APPROVED PIPE

3 FT. ONTO SOLID SOIL

" M

IN

6 IN. OF APPROVED BEDDING UNDER TANK

DOSE VOLUME @ 10% OF DAILY FLOW

4" M

IN

" M

IN

FILTER

2 PUMPS

CONCRETE

BLOCK

OFF

ALARM

4" M

IN

1/4" WEEP HOLE

APPROVED JOINTS

WITH APPROVED PIPE

3 FT. ONTO SOLID SOIL

" M

IN

6 IN. OF APPROVED BEDDING UNDER TANK

DOSE VOLUME @ 10% OF DAILY FLOW

APPROVED JOINTS

WITH APPROVED PIPE

3 FT. ONTO SOLID SOIL

FOR SEPTIC TANK, APPROVED LOCKING MANHOLE

COVER WITH PADLOCK AND WARNING LABEL

(SEE DETAIL C-05)

36" X 36" I.D. RISER

W/ 36" X 36 " ALUMINUM

ACCESS HATCH. CONCRETE -

5000 PSI MIN.

REINFORCEMENT & SECTIONS -

PER ASTM C478

JOIN SEALANT - HIGH GRADE EZ

STICK

PUMP NOTES:

TWO GOULDS SEWAGE EFFLUENT PUMPS MODEL PE 41 (0.4 HP), OR EQUIVALENT. SET

PUMP FLOAT SWITCHES AT ELEVATIONS SHOWN IN TABLES BELOW. HIGH WATER FLOAT

ALARMS SHALL BE PROVIDED TO WARN OF PUMP FAILURE. PUMPS, FLOATS, AND

HIGHWATER ALARM TO BE CONTROLLED BY A SJE RHOMBUS CUSTOM CONTROL PANEL FOR

SINGLE PHASE, OR EQUIVALENT. PUMP TANKS TO HAVE STAINLESS STEAL GUIDE RAILS

ATTACHED TO PUMPS FOR EASE OF INSTALLATION AND SERVICING AS PER MANUFACTURE'S

INSTALLATION GUIDELINES (ITT CENTRO PRO SERIES A10, OR EQUIVALENT).

SEPTIC TANK RISERS CAN BE

CONCRETE OR HDPE WITH A 24"

MIN DIAMETER WITH LOCKABLE

(HDPE OR SCREWS) COVERS

2" SCH 80

PVC

2" SCH

80 PVC

24" I.D. MIN24" I.D. MIN

24" I.D. MIN24" I.D. MIN

TRANSITION

TO 2" HDPE TRANSITION

TO 2" HDPE

S: S:

LAG ON18

LEAD ON

LAG ON18

36" X 36" I.D. RISER

W/ 36" X 36 " ALUMINUM ACCESS

HATCH. CONCRETE - 5000 PSI MIN.

REINFORCEMENT & SECTIONS - PER

ASTM C478

JOIN SEALANT - HIGH GRADE EZ STICK

INSTALL FIVE(5)

SS CABLE HOOKS

WITHIN 12" OF

ACCESS HATCH

INSTALL FIVE(5)

SS CABLE HOOKS

WITHIN 12" OF

ACCESS HATCH

4" SCH 80

PVC

LOW LEVEL

ALARM4"

LOW LEVEL

ALARM4"

SEPV

A/C

A/C

SEPC

SIGN

SIGN

POST

POST

SEPV

C

E

E

G

G

G

T

T

T

T T

NGS

SAN

SAN

25' 50'0'

N

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

2 1 5:

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NO

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SI

TE

.D

W G;

R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

ELECTRICAL PLAN

06/23/2022

DJH

TTN

DJH

U21040

E-01

25' 50'

USFS GARAGE

BUILDING

USFS ADMIN BUILDING

ASPHALT PARKING LOT

EDGE OF PAVEMENT

CP 1

CP 3

CP 2

CP 4

HW

Y 32

GAS SERVICE

(APPROX)

EXISTING

GAS SERVICE LINE

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

EXISTING

ELECTRICAL

EXISTING PANEL B

LOCATED IN BASEMENT

EXISTING PANEL G

LP

LP

USFS ADMIN BUILDING

NOTES:

1. COORDINATE EXACT ROUTE OF NEW UNDERGROUND WIRING AT SITE

WITH EXISTING UNDERGROUND UTILITIES AND NEW WORK OF OTHER

TRADES. ALL WIRING SHALL BE IN CONDUIT. POWER WIRING SHALL BE

IN A SEPARATE CONDUIT FROM SIGNAL WIRING.

2. PROVIDE AND INSTALL A NEW CIRCUIT OF 2 - #8 AND 1 - #10 GRD IN 1”

CONDUIT FROM NEW CIRCUIT BREAKER IN EXISTING PANEL TO

CONTROL PANEL, AND FROM CONTROL PANEL TO DUPLEX PUMPS OF

NEW LIFT STATION. CONDUIT EXPOSED WITHIN THE GARAGE SHALL BE

EMT. CONDUIT EXPOSED ON THE EXTERIOR AND PENETRATING EARTH

SHALL BE GALVANIZED RIGID. BURIED CONDUIT SHALL BE SCHEDULE 80

PVC. TERMINATE CONDUCTORS ON MAIN LUGS OF CONTROL PANEL.

INSTALL ALL WIRING (POWER, CONTROL, AND MONITORING) FROM

CONTROL PANEL TO PUMPS.

3. PROVIDE AND INSTALL TWO 6” x 6” x 10'-0” POSTS THAT HAVE BEEN

PRESSURE-TREATED FOR GROUND CONTACT. BURY POSTS WITH A

MINIMUM OF 4-FEET OF THE POST IN THE GROUND - FIRMLY TAMPING

BACKFILL SOIL EVERY 12”. PROVIDE AND SECURELY ATTACH A PIECE OF

PRESSURE-TREATED 4' x 4' x 3/4" AC-GRADE PLYWOOD TO THE POSTS

AT APPROXIMATELY 60” ABOVE GRADE AS MEASURED TO THE TOP OF

THE PLYWOOD. CUT PLYWOOD TO SIZE - SLIGHTLY LARGER THAN THE

CONTROL PANEL. SECURELY ATTACH CONTROL PANEL TO PLYWOOD.

4. PROVIDE AND INSTALL A 2P-30A CIRCUIT BREAKER IN EXISTING PANEL.

PROVIDE AND INSTALL AN UPDATED TYPEWRITTEN CIRCUIT DIRECTORY

ON A LABEL WITH AN ADHESIVE BACKING ON INSIDE COVER OF PANEL.

5. PROVIDE AND INSTALL CONTINUOUS CABLES (NO SPLICES) IN CONDUIT

(SEPARATE FROM THE POWER WIRING TO PUMPS) FROM CONTACTS IN

CONTROL PANEL TO FLOATS IN TANK. CONDUIT EXPOSED AND

PENETRATING EARTH SHALL BE GALVANIZED RIGID. BURIED CONDUIT

SHALL BE SCHEDULE 80 PVC. CABLES SHALL BE MINIMALLY COMPRISED

OF 2 - #18 AWG CONDUCTORS. SET FLOATS AT ELEVATION IN TANK AS

DIRECTED BY TANK SUPPLIER. CABLES SHALL BE LONG ENOUGH TO

COVER ENTIRE LENGTH FROM THE FINAL POSITION OF EACH FLOAT IN

THE TANK TO THE ASSOCIATED CONTACT IN THE CONTROL PANEL.

CONTRACTOR TO CONFIRM REQUIRED LENGTH ACCORDING TO FIELD

CONDITIONS.

6" X 6" X 10' POST

(SEE E-02 NOTE 2)

CONDUIT

SEALANT

CONTROL PANEL

1" WIRE

CONDUIT

CONTROL PANEL

SCALE : NTS

E-01

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/2 3/2

2 1 5:

T

NO

EL

S :\P

RO

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AK

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UB

MI

TT

AL

\L

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SI

TE

.D

W G;

R9

EASTERN REGION

LAKEWOOD SEPTIC

SYSTEM

REPLACEMENT

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA RANGER

DISTRICT

ELECTRICAL PANELS AND

SPC SCHEDULE

06/23/2022

DJH

TTN

DJH

U21040

E-02