2-2025-11-12 Orwigsburg - Industrial Drive Sewer Main Replacement - Bid Set.pdf

CIVIL LEGEND

LIMIT OF DISTURBANCE

Bh SwD

PROPOSED CLEAN OUTCO

PROPOSED SANITARY MANHOLES

MATCH LINE REFER TO DWG C-101

PROPOSED SANITARY SEWER

PROPOSED SANITARY LATERALSL

DRAWING MATCHLINE

PROPOSED TEXTTEXT

INLET FILTER PROTECTION

PROPOSED WATERLINE (BY OTHERS)W

PROPOSED STORM DRAIN (BY OTHERS)

PROPOSED STORM DRAIN MANHOLE (BY OTHERS)D

CB

PROPOSED INLET (BY OTHERS)

PROPOSED STORM UNDERDRAIN (BY OTHERS)

CS-12 CS-12 12" COMPOST FILTER SOCK

PROPOSED OVERHEAD ELECTRIC (BY OTHERS)

TRENCH PLUG

PROPOSED TREE LINE

NOVEMBER 12, 2025

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR DESIGN

COORDINATE PA PROJECT #: 11576849

SERIAL NUMBERS ISSUED:

20252262883 - PRELIMINARY

20253041271 - FINAL

1-800-242-1776

PE

NN

SY

LV

AN

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

IG

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

CABLE PROTECTION SERVICES INC PO BOX 4816, MIDLOTHIAN, VA. 23112 EMAIL: debbie_king@cableps.com

PHONE: 804-562-3409 DEBBIE KING

VERIZON PENNSYLVANIA LLC 1050 VIRGINIA DRIVE, FORT WASHINGTON, PA. 19034 EMAIL: diane.c.redilla@verizon.com

PHONE: 215-591-6210 DIANE REDILLA

ORWIGSBURG BOROUGH 333 S LIBERTY STREET, ORWIGSBURG, PA. 17961 EMAIL: manager@orwigsburg.gov

PHONE: 570-366-3103 WILLIAM REPPY

PPL ELECTRIC UTILITIES CORPORATION 437 BLUE CHURCH ROAD, PAXINOS, PA. 17860 EMAIL: dlhaupt@pplweb.com

PHONE: 570-490-5684 DOUG HAUPT

1. FIELD SURVEY BY BRINKASH & ASSOCIATES, DATED AUGUST 28, 2020, AND

NOVEMBER 12, 2020.

2. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED OR FIELD VERIFIED.

3. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE

CONTRACTOR PRIOR TO BIDDING.

4. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

PRIOR TO ANY EARTH MOVING ACTIVITIES, PURSUANT TO ACT 287.

UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY CALLING

1-800-242-1776.

5. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS ON THE

CONSTRUCTION PLANS APPROXIMATE LOCATIONS DELINEATED FROM

LIMITED FIELD MARKINGS AND AVAILABLE RECORDS. THEREFORE, ANY

UTILITIES NOT SHOWN OR NOT LOCATED AS SHOWN, SHALL NOT BE THE

CAUSE OF THE CONTRACTOR TO DENY RESPONSIBILITY FOR PROTECTION

AND/OR REPAIR DURING CONSTRUCTION. CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING FACILITIES AND PROVIDE ALL PROTECTIVE

MEASUREMENTS, RESTRAINTS AND APPURTENANCES AS NECESSARY.

6. THESE DESIGN DRAWINGS MUST BE WORKED IN CONJUNCTION WITH THE

PROJECT MANUAL/SPECIFICATIONS.

7. CONTRACTOR TO PROVIDE DETAILED AS-BUILTS. I.E. INTERSECTIONS

DRAWINGS, PROVIDE TRIANGLIZATION FOR ALL CLEANOUTS AND

CONNECTION POINTS TIED BACK TO STATIONARY OBJECTS SUCH

AS BUILDING FOUNDATION CORNERS, POWER POLES ETC. ALSO PROVIDE

DEPTHS OF PIPING.

8. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE, PROPER

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL CONFORM

TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

9. CONTRACTOR SHALL USE RUBBER - TRACKED EXCAVATOR OR PROVIDE 1"

THICK (MINIMUM) MATTING TO PROTECT PAVED LOCAL MUNICIPAL, STATE

AND PRIVATE ROAD SURFACES, DURING TRENCHING, EXCAVATION AND

GENERAL CONSTRUCTION OPERATIONS.

10. CONTRACTOR IS RESPONSIBLE TO MAINTAIN UTILITY SERVICES TO ALL

RESIDENTS THROUGHOUT CONSTRUCTION.

11. ANY STORMWATER SOURCES FOUND CONNECTED TO THE EXISTING

SANITARY SEWER SHALL BE REDIRECTED AS PER ENGINEERS DIRECTION

IN THE EVENT IT IS NOT CURRENTLY SHOWN ON THE DESIGN DRAWINGS.

12. THE PROPOSED SANITARY SEWER LINE IS TO REPLACE THE EXISTING

SANITARY SEWER LINE. THE CONTRACTOR SHALL MAINTAIN OPERATIONS

DURING CONSTRUCTION AND ENSURE ALL EXISTING CONNECTIONS TO

THE SANITARY SEWER ARE RECONNECTED TO THE PROPOSED SANITARY

SEWER LINE UNLESS SPECIFICALLY NOTED.

13. THE PLAN SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND WILL

NEED TO BE FIELD VERIFIED DURING CONSTRUCTION. BIDDING AND

CONSTRUCTION DRAWINGS WILL ALSO DEPICT AN APPROXIMATE PROFILE

THAT WILL ALSO NEED TO BE FIELD VERIFIED DURING CONSTRUCTION.

HOWEVER, A MINIMUM GRADE, AS PER THE PADEP DOMESTIC

WASTEWATER FACILITIES MANUAL LATEST REVISIONS, MUST BE MET.

14. IF DEEMED REQUIRED, ENGINEER SHALL DIRECT CONTRACTOR

REGARDING TEST PIT LOCATIONS IN AN ATTEMPT TO AVOID UTILITY

CONFLICTS AND WILL VERIFY DESIGN DEPTHS AND LOCATIONS AT THAT

TIME. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FORESEEABLE

CONFLICTS AND WILL BE RESPONSIBLE FOR PROVIDING SURVEY

INFORMATION REGARDING EXISTING UTILITY DEPTHS TO THE ENGINEER.

GENERAL PROJECT NOTES

REFERENCE LEGEND

DETAIL INDICATOR1

?-501

Scale:1 1" = 1'-0"

DRAWING TITLE

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXISTING

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) - ORWIGSBURG, PA

INDUSTRIAL DRIVE SEWER MAIN REPLACEMENT

BOROUGH OF ORWIGSBURG

ISSUED FOR BIDDING

BOROUGH OF ORWIGSBURG

SCHUYLKILL COUNTY, PENNSYLVANIA

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 COVER SHEET

G-101 INDEX PLAN

CIVIL

C-101 INDUSTRIAL DRIVE PLAN AND PROFILE (STA 0+00 TO STA 5+70)

C-102 INDUSTRIAL DRIVE PLAN AND PROFILE (STA 5+70 TO STA 9+57)

C-501 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

ES-501 EROSION AND SEDIMENTATION CONTROL NOTES

ES-502 EROSION AND SEDIMENTATION CONTROL DETAILS

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AS NOTED

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

00 2000' 4000'

PROJECT AREA

C O

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GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND LEGENDS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE RE-INSTALLED AT ITS

EXISTING LOCATION.

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AS NOTED

DWG C-101

DWG C-101

DWG C-102

DWG C-102

SCALE:1 1" = 100'-0"

INDEX PLAN

00 100' 200'

W W W W

N/F BOROUGH OF ORW

IGSBURG

D

N/F BLQ PROPERTIES, LLC

N/F RYON REALTY

W

S

MH-38B

STA 0+09

S

MH-38C

STA 3+92

CO CO

CO

At WaB

AgA

At

At At AgA AgA

AgA

WaB

CO

0+00

0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80

5+40D D

CS-12 CS-12 CS-12

SL SL

CS-12

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70

MH-38B

STA 0+09

TOP 599.44

INV IN 588.38 (8", E)

INV IN 588.38 (8", NW)

INV OUT 588.28 (8", SE)

379' of 8" PVC @ 0.49%

MH-38C

STA 3+92

TOP 600.34

INV IN 590.34 (8", E)

INV OUT 590.24 (8", W)

331' of 8" PVC @ 0.75%

FUTURE 24" STORM

(BY OTHERS)

INV ≈ 595.34

6' -3

S

0+00 D

SL

SL

SL SL

Bh SwD

LIMIT OF DISTURBANCE

INLET FILTER PROTECTION

12" COMPOST FILTER SOCKCS-12 CS-12

TRENCH PLUG

4169.090

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AS NOTED

IN

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M A

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FE

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G C

-1

SCALE:1 1" = 30'

INDUSTRIAL DRIVE PLAN (STA 0+00 TO STA 5+70)

00 30' 60'

SCALE:2 H: 1" = 30'

INDUSTRIAL DRIVE PROFILE (STA 0+00 TO STA 5+70)

V: 1" = 3'-0"

00 30' 60'

00 3' 6'

8"x6" WYE

CONNECTION

TO EXISTING

SEWER MAIN

(TYP. 2 PLCS.)

C-501

MH-38B

STA 0+09

ENLARGED

PLAN

C-101

SCALE:3 1" = 10'

ENLARGED PLAN

00 10' 20'

2 2

SANITARY

SEWER MANHOLE

C-501

SEWER LATERAL

(TYP. 4 PLCS.)

C-501

INLET FILTER

PROTECTION

(TYP. 3 PLCS.)

ES-502

SANITARY

SEWER

MANHOLE

C-501

8" COUPLING

8"x6" WYE

8"x6" WYE 8"x6" WYE

FUTURE STORM PIPING

(BY OTHERS, TYP.)FUTURE WATER MAIN

(BY OTHERS, TYP.)

12" COMPOST

FILTER SOCK (TYP.)

ES-502

LIMIT OF DISTURBANCE:

0.25 ACRES

ABANDON SEWER

MAIN / LATERAL

C-501

GENERAL SHEET NOTES

SHEET KEYNOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND LEGENDS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE RE-INSTALLED AT ITS

EXISTING LOCATION.

3. THIS PROJECT IS INTENDED TO REPLACE THE EXISTING SEWER MAIN IN

THE SAME LOCATION AT THE SAME ELEVATION UNLESS OTHERWISE

NOTED IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING

AND RECONNECTING ALL EXISTING LATERALS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING ALL EXISTING

UTILITIES EXPOSED WITHIN TRENCHES.

5. PENNDOT ROAD RESTORATION AND MANHOLE PAVEMENT

RESTORATION IS TO BE COMPLETED FOR THIS PROJECT. BOROUGH

ROAD PAVEMENT RESTORATION IS TO BE COMPLETED DURING A

SEPARATE PROJECT.

6. EXISTING CLEANOUTS SHOWN ON THE PLANS ARE NOT SURVEYED BUT

FIELD VERIFIED/ LOCATED. EXISTING SANITARY SEWER LATERAL

LOCATIONS ARE ESTIMATED BASED ON CCTV. CONTRACTOR TO LOCATE

EXISTING SANITARY SEWER LATERALS IN ORDER TO INSTALL NEW

CLEANOUTS AT RIGHT-OF-WAY.

7. THE LIMIT OF DISTURBANCE LINES SHOWN ARE AN ESTIMATE. THE

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ACTUAL TRENCH

WIDTH. THE CONTRACTOR SHALL HAVE NO CLAIM FOR THE EXTRA

COMPENSATION BASED ON TRENCH WIDTH.

E&S LEGEND

SOIL TYPES LIST

AgA ALVIRA SILT LOAM, 0 TO 3 PERCENT SLOPES At ATKINS SILT LOAM BeB BERKS CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES ShB SHELMADINE SILT LOAM, 3 TO 8 PERCENT SLOPES WaB WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES

1. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE

LOCATION, SIZE, MATERIAL, AND DEPTH.

2. CONTRACTOR TO PROVIDE MINIMUM 18" SEPARATION BETWEEN THE

NEW SANITARY SEWER LATERAL AND THE FUTURE STORM WATER

PIPING.

3. CONTRACTOR TO PROVIDE NEW SEWER LATERAL WYE LOCATION FOR

EXISTING SERVICE TO AVOID REINSTATING SERVICE INTO NEW

MANHOLE.

4. CONTRACTOR TO REMOVE EXISTING 8" TC SANITARY SEWER STUB.

5. PROVIDE 8'x8' PAVING AROUND MANHOLE LID.

W W W W W W W W W W W W

W W W W W W

S

MH-38D

STA 7+27

S

MH-38E

STA 9+57

CO

CO

AgA ShB

ShB BeB

CO

9+576+00 6+60 7+20 7+80 8+40 9+00

CS-12 CS-12 CS-12 CS-12 CS-12

SLSL

5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+57

MH-38D

STA 7+27

TOP 601.29

INV IN 592.91 (8", E)

INV OUT 592.81 (8", W)

226' of 8" PVC @ 0.57%

MH-38E

STA 9+57

TOP 600.79

INV OUT 594.19 (8", W)

331' of 8" PVC @ 0.75%

FUTURE 24" STORM

(BY OTHERS)

INV ≈ 598.34

4' -0

Bh SwD

LIMIT OF DISTURBANCE

INLET FILTER PROTECTION

12" COMPOST FILTER SOCKCS-12 CS-12

TRENCH PLUG

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C -101

SCALE:1 1" = 30'

INDUSTRIAL DRIVE PLAN (STA 5+70 TO STA 9+57)

00 30' 60'

SCALE:2 H: 1" = 30'

INDUSTRIAL DRIVE PROFILE (STA 5+70 TO STA 9+57)

V: 1" = 3'-0"

00 30' 60'

SANITARY

SEWER MANHOLE

(TYP. 2 PLCS.)

C-501

SEWER LATERAL

(TYP. 3 PLCS.)

C-501

8"x6" WYE

8"x6" WYE

FUTURE STORM PIPING

(BY OTHERS, TYP.)

FUTURE WATER MAIN

(BY OTHERS, TYP.)

12" COMPOST

FILTER SOCK (TYP.) CULVERT

CROSSING

ES-502

CULVERT

CROSSING

ES-502

LIMIT OF DISTURBANCE:

0.25 ACRES

ABANDON SEWER

MAIN / LATERAL

FUTURE STORM CULVERT

(BY OTHERS)

00 3' 6'

ABANDON SEWER

MAIN / LATERAL

C-501

ES-502

ABANDON SEWER

MAIN / LATERAL

C-501

FUTURE OVERHEAD ELECTRIC

(BY OTHERS, TYP.)

8"x6" WYE

C-501

TRENCH PLUG

(TYP. 2 PLCS.)

ES-502

TRENCH PLUG

(TYP. 2 PLCS.)

ES-502

GENERAL SHEET NOTES

SHEET KEYNOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND LEGENDS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS

DISTURBED DURING CONSTRUCTION SHALL BE RE-INSTALLED AT ITS

EXISTING LOCATION.

3. THIS PROJECT IS INTENDED TO REPLACE THE EXISTING SEWER MAIN IN

THE SAME LOCATION AT THE SAME ELEVATION UNLESS OTHERWISE

NOTED IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING

AND RECONNECTING ALL EXISTING LATERALS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING ALL EXISTING

UTILITIES EXPOSED WITHIN TRENCHES.

5. PENNDOT ROAD RESTORATION AND MANHOLE PAVEMENT

RESTORATION IS TO BE COMPLETED FOR THIS PROJECT. BOROUGH

ROAD PAVEMENT RESTORATION IS TO BE COMPLETED DURING A

SEPARATE PROJECT.

6. EXISTING CLEANOUTS SHOWN ON THE PLANS ARE NOT SURVEYED BUT

FIELD VERIFIED/ LOCATED. EXISTING SANITARY SEWER LATERAL

LOCATIONS ARE ESTIMATED BASED ON CCTV. CONTRACTOR TO LOCATE

EXISTING SANITARY SEWER LATERALS IN ORDER TO INSTALL NEW

CLEANOUTS AT RIGHT-OF-WAY.

7. THE LIMIT OF DISTURBANCE LINES SHOWN ARE AN ESTIMATE. THE

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ACTUAL TRENCH

WIDTH. THE CONTRACTOR SHALL HAVE NO CLAIM FOR THE EXTRA

COMPENSATION BASED ON TRENCH WIDTH.

E&S LEGEND

SOIL TYPES LIST

AgA ALVIRA SILT LOAM, 0 TO 3 PERCENT SLOPES At ATKINS SILT LOAM BeB BERKS CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES ShB SHELMADINE SILT LOAM, 3 TO 8 PERCENT SLOPES WaB WATSON SILT LOAM, 3 TO 8 PERCENT SLOPES

1. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE

LOCATION, SIZE, MATERIAL, AND DEPTH.

2. CONTRACTOR TO PROVIDE MINIMUM 18" SEPARATION BETWEEN THE

NEW SANITARY SEWER LATERAL AND THE FUTURE STORM WATER

PIPING.

3. CONTRACTOR TO PROVIDE NEW SEWER LATERAL WYE LOCATION FOR

EXISTING SERVICE TO AVOID REINSTATING SERVICE INTO NEW

MANHOLE.

4. CONTRACTOR TO REMOVE EXISTING 8" TC SANITARY SEWER STUB.

5. PROVIDE 8'x8' PAVING AROUND MANHOLE LID.

VA

R

IE

S

9"

M

AX

.6"

4'-0"

INSIDE

5"

8"

(TYP.)

ADAPTER

24"x48"

MANHOLE EXTERIOR

TO BE COATED WITH

BITUMASTIC SEALANT

CHANNEL

PRECAST

MAX. 12")

O-RING JOINT

FS SS-S-210A,

FORM (TYP.)

TYPE 1, ROPE

TO NOTE 2)

STEPS (REFER

48" RISERS

CONCRETE

GRADE RINGS

(VARIES, MIN. 6",

SEALING COMPOUND

PREFORMED PLASTIC

6" MIN. 2A

PRECAST BASE

1.

2.

COMPACTED

AGGREGATE

NOTES:

AT 12" O.C.; SECURED WITH NON-SHRINK GROUT.

MANHOLE FRAME & COVER

MINIMUM 24" OPENING.

ALL PIPE TO MANHOLE CONNECTIONS SHALL BE MADE WITH A

CAST-IN-PLACE GASKET.

STEPS SHALL BE A MINIMUM OF 12" WIDE AND POLYPROPYLENE COATED

3. ALL FLOW CHANNELS SHALL BE PRE-CAST BY MANUFACTURER UNLESS

AUTHORIZED BY ENGINEER.

WORDS "SANITARY SEWER "

TO BE CAST IN LID

SCALE:1 NONE

TYPICAL SANITARY MANHOLE DETAIL

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND LEGENDS.

GENERAL SHEET NOTES

HEAT SHRINKABLE WRAP

(TYP.)

C

IV

IL

C

O N

ST

R

U C

TI

O

N D

ET

AI

LS

24"

36"

7"

1/

2"

26 1/4"

1 1/2"

FRAME 4 - 1"Ø CORED OR DRILLED

HOLES ON 32 3/4" BOLT CIRCLE

3/8" 1/2"

5/8"

NEOPRENE

GASKET

3/8"

PICK HOLE DETAIL

3/4" W FLAT

PLAN

(TYP 2 PLACES)

PICK HOLE

MIN

LETTERS TO

BE 2" HIGH

LUGS

NON-SKID

SECTION

AS SHOWN

SCALE:2 NONE

MANHOLE FRAME & COVER DETAIL

TYPICAL CAST IRON STANDARD

HEAT SHRINKABLE WRAP

(TYP.)

NON- PENETRATING

HDPE MANHOLE INSERT

" M

IN

8" 8"

8"8"

WHEN VERTICAL SEPARATION IS

LESS THAN 18"; PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL BE EXTENDED

A MINIMUM OF 3'-0" BEYOND THE

CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

PROPOSED PVC

SEWER LINE

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3,000 PSI AT THE END OF 28 DAYS.

MANHOLE

SCALE:6 NONE

CONNECTION TO EXISTING SANITARY SEWER

5'-0"+-

REFER TO PRECAST SEWER

MANHOLE DETAIL ON THIS SHEET

NEW PIPE STUB

COUPLING

NEW SANITARY SEWER PIPE

4169.090

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CHECKED BY:

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AS NOTED

SCALE:5 NONE

ABANDONMENT DETAIL

TYPICAL SEWER MAIN / LATERAL

NOTES:

1. TRANSITION END CAP MAY BE USED IN LIEU OF A TRANSITION COUPLING.

2. FILL MAIN WITH FLOWABLE FILL WHERE INDICATED ON PLANS.

SANITARY SEWER MAIN / LATERAL

TO BE ABANDONED

DIP OR

PVC C900

MEGA-LUG RESTRAINT

MJ CAP

TRANSITION COUPLING,

WHEN NECESSARY

SCALE:4 NONE

UNDER EXISTING UTILITY DETAIL

NEW SEWER MAIN CROSSING

SCALE:3 NONE

SANITARY SEWER LATERAL DETAIL

NONE

FL

O

W

LATERAL SEWER

NOTES:

1. PROVIDE 6" OF AASHTO #8 (1B) STONE BELOW PIPE AND 6" ABOVE PIPE (TYP. ENTIRE LENGTH OF LATERAL).

2. MINIMUM SERVICE LINE AND LATERAL SLOPE = 1% (1/8" PER FT.).

3. MINIMUM SERVICE LINE AND LATERAL DEPTH = 3'-0".

4. PIPE MATERIALS: LATERALS AND SERVICE LINES = PVC SDR 26.

5. THE LATERAL SEWER SHALL BE INSTALLED TO THE EDGE OF THE (IN GRASS AREAS) STREET RIGHT-OF-WAY AS

A MINIMUM, OR TO SUCH A POINT, AS REQUIRED TO CLEAR STREET SIDEWALKS AND UNDERGROUND UTILITIES.

RIGHT-OF-WAY

FLEXIBLE PIPE COUPLING

6"Ø RISER W/ CAP

6" SEWER LATERAL

SANITARY SEWER MAIN

6" SINGLE SWEEP TEE

SDR 26

PVC PIPE

WYE

6" PVC SEWER LATERAL

RIGHT-OF-WAY/PROPERTY LINE

6" PVC BEND(S) AS REQUIRED

SCALE:3.1 NONE

CLEANOUT CAP DETAIL

AGGREGATE BACKFILL

COVER MARKED "CO"

4" SUPERPAVE ASPHALT MIXTURE DESIGN

25.0MM MIX, PG.64-22, 3 TO < 30M ESALS,

HMA BASE COURSE, PAD 18" SQ

SECTION

PLAN

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND LEGENDS.

GENERAL SHEET NOTES

C

IV

IL

R

ES

TO

R

AT

IO

N

D

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AI

LS

6" TOPSOIL AND SEED

6" - 2A AGGREGATE

COMPACTED

REFER TO TRENCH

RESTORATION DETAILS

SCALE:2 NONE

(GRAVEL DRIVEWAY & GRAVEL SHOULDER)

SURFACE RESTORATION DETAIL

SCALE:3 NONE

(GRASS AREAS)

SURFACE RESTORATION DETAIL

REFER TO TRENCH

RESTORATION DETAILS

EXISTING PAVEMENT (TYP.)

SAW-CUT FULL DEPTH

NOTE: REFER TO PLANS FOR

EXISTING PENNDOT PAVEMENT

STRUCTURE (TYP.)

SCALE:4 NONE

FOR S.R. 2006 (STATE ROAD)

TYPICAL SURFACE RESTORATION DETAIL

REFER TO TRENCH

RESTORATION DETAILS

NOTE:

1. EXISTING DOUBLE-YELLOW LINE/PARKING LINES/PAVEMENT MARKINGS/WHITE

EDGE LINE (4"/W) SHALL BE REPLACED IF DISTURBED.

1 1/2" SUPERPAVE ASPHALT MIXTURE DESIGN HMA

WEARING COURSE, PG 64S-22, 3 TO 30M ESALS,

9.5 MM MIX, SRL H

5" SUPERPAVE ASPHALT MIXTURE DESIGN

25.0MM MIX, PG.64S-22, 3 TO < 30M ESALS, HMA

BASE COURSE OR MATCH EXISTING

WHICHEVER IS GREATER

6" #2A COARSE AGGREGATE

OR MATCH EXISTING,

WHICHEVER IS GREATER

2 1/2" SUPERPAVE ASPHALT MIXTURE DESIGN

19.0 MM MIX, PG 64S-22, 3 TO 30M ESALS, HMA

BINDER COURSE.

12" WIDE BITUMINOUS

SEAL PG 64S-22

(TYP.)

SAW-CUT (TYP.)

INITIAL FULL DEPTH

4169.090

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PREPARED BY:

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AS NOTED

3" SUPERPAVE 25.00 MM, PG 64S-22

BITUMINOUS CONCRETE BASE COURSE

OR MATCH EXISTING WHICHEVER IS GREATER

REFER TO TRENCH

RESTORATION DETAILS

SCALE:1 NONE

TEMPORARY SURFACE RESTORATION DETAIL

SAW-CUT FULL DEPTH

EXISTING PAVEMENT

(INITIAL SAW CUT) (TYP.)

6" 2A COURSE AGGREGATE COMPACTED

OR MATCH EXISTING, WHICHEVER

IS GREATER

NOTES:

1. TEMPORARY PAVING SHALL BE PLACED ON ALL BACK FILLED TRENCHES DAILY.

2. TEMPORARY PAVING SHALL BE MAINTAINED (FLUSH WITH ADJOINING PAVED

SURFACES) FOR A MINIMUM OF THIRTY DAYS PRIOR TO FINAL TRENCH RESTORATION.

3. TEMPORARY SURFACE RESTORATION SHALL BE HOT MIX ASPHALT.

4. EXTEND PAVING RESTORATION TO A MINIMUM OF 3 FEET BEYOND THE MANHOLE

COVERS IN ALL DIRECTIONS.

EXISTING PAVEMENT (TYP.)

SAW-CUT FULL DEPTH

3" WARNING

TAPE

SCALE:6 NONE

FOR BOROUGH DRIVEWAYS

TYPICAL SURFACE RESTORATION DETAIL

REFER TO TRENCH

RESTORATION DETAILS

MATCH EXISTING PAVEMENT

6" #2A COARSE AGGREGATE

OR MATCH EXISTING,

WHICHEVER IS GREATER

12" WIDE BITUMINOUS

SEAL PG 64S-22

(TYP.)

SAW-CUT (TYP.)

INITIAL FULL DEPTH

SCALE:5 TRENCH RESTORATION DETAIL

TYPICAL AGGREGATE BACKFILL

NONE

6" B

ED

D

IN

G

IN

E

AR

TH

8"

IN

R O

C K

H

AU

N C

H

IN

G 6" MIN.6" MIN.

REFER TO SURFACE

RESTORATION DETAILS

D

EP

TH

F

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(V

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6"

NO. 8 COARSE AGGREGATE

HAND TAMPED IN 4" LAYERS

PIPE

NO. 3 COARSE AGGREGATE

SUB-BEDDING

UNDISTURBED

SUBGRADE

PAY LINE FOR ADDITIONAL

COARSE AGGREGATE AND

MISCELLANEOUS EXCAVATION

IN UNSTABLE MATERIAL

3" WARNING

TAPE

1' -0

BE

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PA NO. 2A BACKFILL HAND

TAMPED IN 4" LAYERS, MACHINE

TAMPED IN 8" LAYERS, TO 100%

PROCTOR DENSITY IN STATE ROAD

AND 95% IN ALL OTHER AREAS

NOTES:

1. ALL STONE GRADATIONS ARE AASHTO CLASSIFICATION.

2. TRENCH WIDTH SHOWN IS A MINIMUM REQUIREMENT. THE TRENCH

WIDTH REQUIRED TO COMPLETE THE UTILITY INSTALLATION IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

3" WARNING TAPE

(12" BELOW GRADE)

3" WARNING TAPE

(12" BELOW GRADE)

CONSTRUCTION SEQUENCE

STANDARD NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN

ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE

REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED

OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY

REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE

OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S

PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF

THE E&S PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION

MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY

UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING

UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN

DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT

OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS

AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE

CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY

STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE

BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE

BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING

AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE

PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE

STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS.

STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H: 1V OR FLATTER.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION

AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE

THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE

REGIONAL OFFICE OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE

WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ.

NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED

AT THE SITE.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR

THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE

TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM

CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE

TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE

AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED

FOR RE-USE).

CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR

RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL

MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES

FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST

USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY

THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL.

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE

FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS:

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE

SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL

QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL

TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE

OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED

SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE

TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A

OF THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL" .

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE

MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA. CODE

CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE. THESE

REGULATIONS ARE AVAILABLE ON-LINE AT WWW.PACODE.COM

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DIRECTED INTO A PUMPED WATER FILTER BAG AND DISCHARGED

TO AN UNDISTURBED VEGETATED AREA.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL

INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL

PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS

EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

15. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE

CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME

OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE

END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE

WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

17. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

18. AREAS WHICH ARE TO BE TOP SOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON

COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF

TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL SLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER

RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN

ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

20. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

21. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE

MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

22. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

23. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

24. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND

SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

25. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN

COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR

AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

26. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR

SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE

APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE

STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE

REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

27. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT

NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE

CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

28. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR

UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE

OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMPS.

30. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR

CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL

OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID RE-VEGETATION OF

DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE

OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION.

32. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE

CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT

IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602

OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL

PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR

EACH VIOLATION.

33. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION

OF EARTH DISTURBANCE ACTIVITIES EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE

PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.

CONSTRUCTION SEQUENCE

1. LOCATE ALL ACCESS POINTS, STORAGE, AND LAYDOWN AREAS THAT WILL BE NECESSARY FOR PROPER EXECUTION OF THE

WORK, PRIOR TO THE START OF ANY WORK. THE PROJECT SITE WILL BE ACCESSED FROM THE EXISTING ROADWAY/PAVED

AREAS.

2. INSTALL ALL PERIMETER BMP'S AS SHOWN ON THE PLANS. PERIMETER BMP'S INCLUDE ALL PROJECT AND INLET FILTER

PROTECTION AND COMPOST FILTER SOCK.

3. CLEAR AND GRUB PROJECT AREA AS NECESSARY.

4. THE CONTRACTOR WILL INSPECT WEEKLY AND AFTER EACH RAIN EVENT, THE PROJECT'S EROSION AND SEDIMENTATION

CONTROLS DURING THE ENTIRE ACTIVE CONSTRUCTION STAGES. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE

INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL EROSION AND SEDIMENTATION CONTROLS THROUGHOUT

THE ENTIRE CONSTRUCTION PROJECT.

THE CONTRACTOR MUST IMMEDIATELY REPAIR ANY DAMAGED EROSION CONTROLS (BMPS). SEDIMENT REMOVED FROM THE

BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS, OR DRAINAGE

SWALES AND IMMEDIATELY STABILIZED OR PLACED IN TOPSOIL STOCKPILES.

5. THE CONTRACTOR SHALL THEN PERFORM THE NECESSARY EXCAVATION, BACKFILL, AND COMPACTION FOR THE INSTALLATION

OF THE SEWER MAIN. DAILY TRENCH EXCAVATION WILL BE LIMITED TO THE LENGTH OF PIPE, BACKFILLING, AND STABILIZATION

THAT CAN BE COMPLETED THE SAME DAY. THE AREAS WILL BE GRADED TO FINAL CONTOURS. ALL COMPLETED AREAS SHALL

BE STABILIZED WITH PAVING, STONE, OR SEED DAILY.

a) WHEN CALLED FOR, BACKFILL WITH “SELECT BACKFILL”, IN WHICH CASE SOIL WILL BE STORED UNTIL PIPE INSTALLATION IS

COMPLETE. THIS EXCAVATED MATERIAL WILL BE LAID UP GRADIENT OF THE OPEN TRENCH DIRECTING DRAINAGE BACK INTO

THE TRENCH, THUS PREVENTING SEDIMENT FROM MIGRATING TO NEARBY DRAINAGE CHANNELS.

b) IF EXCAVATIONS NEED TO BE DEWATERED, THE WATER IN THE EXCAVATIONS SHALL BE PUMPED AND DISCHARGED INTO A

PUMPED WATER FILTER BAG OR OTHER APPROVED FACILITY. DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE

FOR MAXIMUM DISTANCE TO ACTIVE WATERWAYS.

6. CULVERT CROSSING:

· EXCAVATE TRENCH UP TO 18" FROM EITHER SIDE OF EXISTING CULVERT.

· INSTALL SANITARY SEWER UNDERNEATH CULVERT MAINTAINING AT LEAST 3' SEPARATION FROM THE BOTTOM OF THE

CULVERT PIPE.

7. ONCE UTILITY CONSTRUCTION IS COMPLETE, BEGIN ROADWAY RESTORATION, BACKFILL TRENCH AND RESTORE BITUMINOUS

PAVEMENT SURFACE. IN ANY DISTURBED GRASS AREAS INSTALL TOPSOIL AND SEED (STABILIZE). AFTER FINAL STABILIZATION

HAS BEEN ACHIEVED, TEMPORARY E&S BMP SHALL BE REMOVED. AREAS DISTURBED DURING REMOVAL OF TEMPORARY E&S

BMPS ARE TO BE IMMEDIATELY STABILIZED.

8. REMOVE PUMPED WATER FILTER BAGS IF USED. IMMEDIATELY STABILIZE AREAS DISTURBED DURING REMOVAL OF TEMPORARY

E&S BMPS.

9. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED SOIL AREAS SHALL

BE SEEDED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY. SEED FOLLOWING TEMPORARY SEEDING GUIDELINES ON

ES-501.

10. STABILIZATION FOR THIS PROJECT SHALL CONSIST OF REVEGETATION OF DISTURBED AREAS. FINAL STABILIZATION OF

VEGETATED AREAS WILL OCCUR WHEN A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE

OF RESISTING ACCELERATED EROSION AND SEDIMENTATION. PAVED AREAS SHALL BE CONSIDERED PERMANENTLY

STABILIZED WITH THE APPLICATION OF THE BASE COURSE LAYER.

11. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS SHALL BE REMOVED. AREAS DISTURBED DURING

REMOVAL OF TEMPORARY E&S BMPS ARE TO BE IMMEDIATELY STABILIZED.

NOTE:A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE DURING CONSTRUCTION

UNTIL THE SITE IS STABILIZED.

GROUND COVER

AFTER THE EARTH DISTURBANCE ACTIVITY IS COMPLETED, THE DISTURBED AREA MUST BE REVEGETATED. THE VEGETATIVE

COVER MUST BE A UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION

AND SEDIMENTATION. ANOTHER OPTION IS TO USE AN ACCEPTABLE BMP, WHICH PERMANENTLY MINIMIZES ACCELERATED

EROSION AND SEDIMENTATION.

TEMPORARY SEEDING

TEMPORARY SEEDING WILL BE PERFORMED DURING THE GERMINATION SEASON (APRIL TO OCTOBER) FOR THE

ESTABLISHMENT OF GRASS SEED ON DISTURBED AREAS BEFORE THE START OF THE DORMANT SEASON. DURING THE

NON-GERMINATION SEASON, MULCH SHALL BE APPLIED TO THE DISTURBED SURFACES AND THE SEED MIXTURE WILL BE ADDED

AT THE START OF THE GERMINATION PERIOD.

· ALL GRASS AREAS DISTURBED BY THE WORK OF THIS PROJECT SHALL BE SEEDED AS FOLLOWS:

O APPLY AGRICULTURAL LIME AND FERTILIZER AS FOLLOWS FOR TEMPORARY SEEDING:

¨ AGRICULTURAL LIME - 40 POUNDS PER 1,000 SQUARE FEET

¨ FERTILIZER - 12.5 POUNDS PER 1,000 SQUARE FEET

O FERTILIZER SHALL BE A COMMERCIAL TYPE 10-10-10.

O TEMPORARY SEED MIXTURE ANNUAL RYEGRASS -- 1 POUND PER 1,000 SQUARE FEET.

· ALL TEMPORARY SEEDING SHALL BE MULCHED. TEMPORARY SEEDING SHALL BE WATERED AS REQUIRED TO DEVELOP

COVER. NON-POTABLE UTILITY WATER SHALL BE PROVIDED BY THE CONTRACTOR.

· MULCH SHALL BE STRAW, SHALL BE CLEAN AND FREE FROM NOXIOUS WEEDS, AND SHALL BE APPLIED AT THE RATE OF

140 POUNDS PER 1,000 SQUARE FEET (3.0 TONS PER ACRE).

O APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A TACKIFIER OR A SIMILAR METHOD IN

ORDER TO PREVENT MULCH FROM BEING WINDBLOWN.

PERMANENT SEEDING

PERMANENT SEEDING SHALL TAKE PLACE IN ALL DISTURBED AREAS AS FOLLOWS:

· UPON COMPLETION OF EARTH DISTURBANCE ACTIVITIES, THE SITE SHALL BE IMMEDIATELY STABILIZED.

· THE FOLLOWING SHALL BE SPREAD AND WORKED INTO THE TOPSOIL TO A DEPTH OF 2 TO 4 INCHES.

O AGRICULTURAL LIME - 240 POUNDS PER 1,000 SQUARE FEET

O FERTILIZER - 25 POUNDS PER 1,000 SQUARE FEET

· THE FERTILIZER SHALL BE A COMMERCIAL TYPE 10-20-20.

· NOTE - IF AGRICULTURAL LIME AND FERTILIZER HAVE BEEN APPLIED PREVIOUSLY TO THE GROUND WHERE THE PERMANENT SEED IS TO BE APPLIED, THE LIME AND FERTILIZER RATES SHALL BE REDUCED BY THE AMOUNT BY WHAT

HAS BEEN APPLIED PREVIOUSLY.

· PERMANENT SEED MIXTURE: THE FOLLOWING SEED MIXTURES SHALL BE APPLIED AS FOLLOWS:

O APPLY MULCH TO ALL PERMANENTLY SEEDED AREAS.

O MATERIALS: STRAW, AIR-DRIED AND FREE FROM UNDESIRABLE SEEDS AND COURSE MATERIALS. APPLICATION: 140

POUNDS PER 1,000 SQUARE FEET.

· APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A TACKIFIER OR A SIMILAR METHOD IN

ORDER TO PREVENT MULCH FROM BEING WINDBLOWN.

· EROSION CONTROL BLANKETS SHALL BE USED ON SLOPES 3:1 (H:V) OR GREATER.

MAINTENANCE PROGRAM

EMERGENCY EROSION PROTECTION

IF EROSION DOES OCCUR, THE CONTRACTOR SHALL REPAIR AND RESEED THOSE AREAS OR USE OTHER STABILIZATION METHODS

AS REQUIRED. THE CONTRACTOR SHALL USE JUTE, WOOD FIBER, OR OTHER TIE DOWN FILTER NETTING ON TOP OF THE NEW SEED

AS REQUIRED, REGARDLESS OF THE SLOPE OF THE LAND.

MULCHED AREAS SHALL BE CHECKED WEEKLY AND AFTER EACH RAIN EVENT FOR DAMAGE, UNTIL THE MULCHING IS NO LONGER

NECESSARY FOR PROTECTION AGAINST EROSION. DAMAGED PORTIONS OF THE MULCH OR TIE DOWN MATERIALS SHALL BE

REPAIRED AS SOON AS DISCOVERED.

PERIODIC INSPECTION PROGRAM

THE CONTRACTOR WILL INSPECT THE PROJECT'S EROSION AND SEDIMENTATION CONTROLS WEEKLY AND AFTER EACH RAIN EVENT

UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION. AS PART OF THE INSPECTION, THE CONTRACTOR SHALL UTILIZE THE CHAPTER

102 VISUAL SITE INSPECTION REPORT, PADEP FORM 3800-FM-BCW0271D, REVISED 12/2019 DURING THE WEEKLY AND RAIN EVENT

INSPECTIONS.

THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL EROSION AND

SEDIMENTATION CONTROLS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. SEDIMENT THAT HAS

BEEN TRAPPED BY THE COMPOST SOCK WILL BE REMOVED AS REQUIRED, AND IN ALL CASES, BEFORE THE ACCUMULATION HAS

REACHED HALF THE HEIGHT OF THE SOCK. COMPOST SOCK WILL BE RE-ANCHORED, REPAIRED, OR REPLACED AS NECESSARY.

SEDIMENT MUST BE REMOVED FROM SILT SACKS AFTER EACH RUNOFF EVENT, OR WHEN THE DISTANCE BETWEEN THE GRATE AND

THE SEDIMENT LEVEL IN THE SILT SACK IS REDUCED TO 18". SILT SACKS WILL BE REPAIRED, OR REPLACED AS NECESSARY. ALL

OTHER CONTROLS WILL BE INSPECTED ON THE SAME SCHEDULE. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS

EXPECTED, REPLACEMENT BMPS, OR MODIFICATION OF THOSE INSTALLED WILL BE REQUIRED.

MAINTENANCE OPERATIONS

AS PART OF THE LONG TERM OPERATION AND MAINTENANCE, ROUTINE MAINTENANCE INSPECTIONS WILL BE REQUIRED TO INSURE

THE EFFICIENCY OF ALL THE SEDIMENT CONTROL DEVICES. AT A MINIMUM, ALL BMP'S SHALL BE INSPECTED ON A WEEKLY BASIS

AND AFTER EACH MEASURABLE RUNOFF EVENT, INCLUDING THE REPAIR OF THE BMP'S TO ENSURE EFFECTIVE AND EFFICIENT

OPERATION. THIS INSPECTION SHALL BE FOLLOWED UP WITH A REPAIR SCHEDULE OF ALL NOTED DEFICIENCIES. VEGETATION

PROGRESS SHALL ALSO BE INCLUDED IN THIS INSPECTION. VOID AREAS SHALL PROMPTLY BE RESEEDED AND MULCHED TO

ESTABLISH PROTECTION.

BMP'S THAT FAIL AFTER INSTALLATION MUST BE REPAIRED TO FUNCTION PROPERLY OR BE REPLACED BY ALTERNATIVE BMP'S

THAT WILL SERVE THE INTENDED PURPOSE. IF UNFORESEEN CONDITIONS OCCUR ON A SITE, AND THE INSTALLED BMP'S ARE

OBVIOUSLY NOT EFFECTIVE, THEN ALTERNATE BMP'S MUST BE DESIGNED AND INSTALLED. THE NEED FOR REDESIGN WILL BE

DETERMINED ON A CASE-BY-CASE BASIS.

ANY CHANGES OR ADDITIONS MADE TO THIS PLAN WILL BE DONE SO IN WRITING WITH A SIGNATURE FROM A PERMITTEE OR

CO-PERMITTEE REPRESENTATIVE. THESE CHANGES OR ADDITIONS MUST BE APPROVED AND INITIALED BY A PA DEP OR

CONSERVATION DISTRICT REPRESENTATIVE AND KEPT ON-SITE WITH THIS NPDES PERMIT.

REMOVAL OF CONTROLS AND CONTINUING MAINTENANCE

ALL REQUIRED TEMPORARY EROSION AND SEDIMENTATION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE

AREA THEY PROTECT HAS BEEN STABILIZED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED

IMMEDIATELY.

STABILIZATION FOR THIS PROJECT SHALL CONSIST OF REVEGETATION OF DISTURBED AREAS. FINAL STABILIZATION OF VEGETATED

AREAS WILL OCCUR WHEN A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING

ACCELERATED EROSION AND SEDIMENTATION. PAVED AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WITH THE

APPLICATION OF THE BASE COURSE LAYER.

REVEGETATION SHALL OCCUR AS SOON AS PRACTICAL AFTER COMPLETION OF THE FINAL GRADING. SHOULD CONDITIONS

PROHIBIT PERMANENT REVEGETATION EFFORTS, THE AREA WILL BE TEMPORARILY STABILIZED THROUGH THE USE OF

QUICK-GROWING GRASSES, NYLON EROSION CONTROL MATS OR SIMILAR MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE PERMANENT STABILIZATION OF ALL AREAS EXPOSED OR DISTURBED DURING THE PROJECT.

THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES IN GOOD CONDITION

UNTIL ESTABLISHMENT OF GROUND COVER OVER TRIBUTARY AREAS. THIS WILL INCLUDE CLEANING AND, IF REQUIRED, REPAIR OF

ANY SEDIMENT CONTROL BMPS, AND SEEDING OF ERODED AREAS, AS NECESSARY.

PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES WILL BECOME THE RESPONSIBILITY OF THE FACILITY OWNER

UPON COMPLETION OF ALL ASPECTS OF THE PROJECT.

UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE PERMITTEE AND CO-PERMITTEE SHALL ASSURE THAT THE BEST MANAGEMENT

PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL INCLUDE

INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE FACILITIES ON A WEEKLY BASIS AND AFTER EACH MEASURABLE RAINFALL

EVENT AND MAINTAIN AND MAKE AVAILABLE TO THE REVIEWING AGENCY COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE

INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, REGARDING, RESEEDING, AND

RE-STABILIZATION SHALL BE PERFORMED IMMEDIATELY.

RECYCLING AND DISPOSAL METHODS

CONSTRUCTION MATERIALS AND OTHER CONSTRUCTION SITE WASTES MUST BE PROPERLY MANAGED AND DISPOSED OF TO

REDUCE POTENTIAL FOR POLLUTION TO SURFACE AND GROUND WATERS AS PER 25 PA. CODE § 102.4(B)(5)(XI). PROPER TRASH

DISPOSAL, RECYCLING OF MATERIALS, PROPER MATERIALS HANDLING, AND SPILL PREVENTION AND CLEAN-UP REDUCE THE

POTENTIAL FOR CONSTRUCTION SITE WASTES TO BE MOBILIZED BY STORMWATER RUNOFF AND CONVEYED TO SURFACE WATERS.

· COLLECTED SEDIMENT WILL BE PLACED ON FILL SLOPES AND GRADED, SEEDED AND MULCHED AS NEEDED TO ATTAIN

STABILIZATION.

· THE CONTRACTOR SHALL REMOVE FROM THE SITES, RECYCLE OR DISPOSE OF ALL MATERIALS AND WASTES IN

ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1

E. SEQ. AND 287.1 ET SEQ.

O ANTICIPATED CONSTRUCTION WASTES FOR THIS PROJECT MAY INCLUDE PAVEMENT, AND TREE SPOILS.

CONSTRUCTION WASTES WILL BE REMOVED AND HAULED OFF SITE.

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NOTES:

1. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK

SHALL BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT.

MAXIMUM SLOPE LENGTH ABOVE ANY 12" AND 18" DIAMETER SOCK SHALL NOT EXCEED THE SLOPE LENGTH THAT IS ALLOWED FOR 18" AND 30" REINFORCED SILT FENCE. MAXIMUM SLOPE LENGTH

FOR 24" DIAMETER SOCK SHALL NOT EXCEED THAT FOR SUPER SILT FENCE.

2. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS..

3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVE GROUND

HEIGHT OF THE SOCKS AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

4. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL

BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS

OF INSPECTION.

5. BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE

SOCKS AFTER ONE YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

6. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE

SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH

SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

' M

IN

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W

DISTURBED

AREA

UNDISTURBED AREA

2" x 2" WOODEN STAKES

PLACED 10' O.C.

2" x 2" WOODEN STAKES

PLACED 10' O.C.

COMPOST FILTER SOCK

UNDISTURBED AREA

BLOWN PLACED

FILTER MEDIA

DISTURBED AREA

PLAN VIEW

SECTION VIEW

TRENCH PLUG SPACING (L)

PIPELINE

TRENCH PLUGS

SLOPE%

MIN

FU

LL

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MAXIMUM SPACING AND MATERIAL FOR TRENCH PLUGS

TRENCH SLOPE (%) SPACING L (FT) PLUG MATERIAL

< 5 1,000 * CLAY, BENTONITE, OR CONCRETE FILLED SACK

5 - 15 500 * CLAY, BENTONITE, OR CONCRETE FILLED SACK

15 - 25 300 * CLAY, BENTONITE, OR CONCRETE FILLED SACK

25 - 35 200 * CLAY, BENTONITE, OR CONCRETE FILLED SACK

35 - 100 100 * CLAY, BENTONITE, OR CONCRETE FILLED SACK

> 100 50 CEMENT FILLED BAGS (WETTED) OR MORTARED STONE

* TOPSOIL MAY NOT BE USED TO FILL SACKS

NOTES:

1. IMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR ALL STREAM, RIVER, WETLAND OR OTHER

WATER BODY CROSSING.

ELEVATION VIEW

SECTION VIEW

STANDARD COMPACT

BACKFILL

STACKED CLAY, BENTONITE

OR CONCRETE FILLED SACK

PIPE BEDDING

PIPE INVERT

TRENCH BOTTOM

SECTION A-A PROFILE VIEW

4"Ø PERFORATED END PLUG

(PERFORATIONS SHOULD BE

NO LARGER THAN 1/8"Ø) -

INSERT END PLUG INTO

AASHTO NO. 57 STONE LAYER

MIRAFI 1100 NPA

GEOTEXTILE, OR

EQUAL, WRAPPED

AROUND STONE

AASHTO NO. 57 STONE

(MIN. 2-FOOT THICK LAYER)

BEDDING

STONE

4"Ø NON-PERFORATED

SCHEDULE 80 PVC PIPE -

OUTLET ONTO SCOUR

STOP

PIPE TRENCH BACKFILL

2-FOOT WIDE

TRENCH PLUG

6" TOPSOIL LAYER

PLAN VIEW

PIPELINE MIRAFI 1100 NPA

GEOTEXTILE, OR

EQUAL, WRAPPED

AROUND STONE

AASHTO

NO. 57 STONE

2-FOOT WIDE

TRENCH PLUG

EDGE OF

PIPE TRENCH

4"Ø PERFORATED END PLUG

(PERFORATIONS SHOULD BE

NO LARGER THAN 1/8"Ø) -

INSERT END PLUG INTO

AASHTO NO. 57 STONE LAYER

4"Ø NON-PERFORATED SCHEDULE 80 PVC PIPE -

OUTLET ONTO SCOUR STOP

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2 MIN. (TYP.)

INSTALLATION DETAIL

ISOMETRIC VIEW

PLAN VIEW

2'

4'

3'

WIDTH LENGTH

FLOW

ELEVATION VIEW FLOW

NOTES:

1. MAXIMUM DRAINAGE AREA= 1/2 ACRE

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP.

BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM SHALL BE PROVIDED AND MAINTAINED IMMEDIATELY DOWN GRADIENT OF THE PROTECTED INLET UNTIL ROADWAY IS STONED. ROAD SUB-BASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL

ROADWAY SURFACE RECEIVES FINAL COAT.

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER

BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT.

BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY

HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR

CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE

OF ACCUMULATED SEDIMENT AS WELL AS ALL USE BAGS ACCORDING TO THE PLAN NOTES

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

EXPANSION RESTRAINT

(1/4" NYLON ROPE)

2" x 2" x 3/4"

RUBBER BLOCK

1" REBAR FOR BAG REMOVAL

FROM INLET REMOVAL FROM INLET

6" MIN. HEIGHT

BERM

3:1

EARTHEN BERM TO BE STABILIZED

W/ TEMPORARY OR PERMANENT VEGETATION

2 MIN. : 1STORM

INLET

EXTEND BERM OVER CURB

IF RUN-OFF IS BYPASSING

INLET ON LANDWARD SIDE

SCALE:2 NONE

FILTER BAG INLET PROTECTION - TYPE M INLET

STANDARD CONSTRUCTION DETAIL #4-16

SCALE:3 NONE

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #4-1

NOTES:

1. CONTRACTOR TO EXCAVATE TRENCH UP TO 18" FROM BOTH SIDES OF THE EXISTING

CULVERT. PROPOSED UTILITY SHALL BE PUSHED THROUGH UNDERNEATH THE EXISTING

CULVERT…