2-Project Drawings 4662.020.pdf

PDF 2 MB Posted Oct 8, 2025

Attached to: Oley Turnpike Road Water Main Replacement Entech No. 4662. 018
Solicitation number: Not on record
Issued by: Berks County, Pennsylvania

About this file

Written by GovTribe AI · Oct 8, 2025

The document is a comprehensive set of engineering design drawings for the Laurel Avenue Water Main Replacement project, prepared for the Mount Penn Borough Municipal Authority located in Reading, Pennsylvania. The project involves replacing the existing water main along Laurel Avenue, spanning approximately 729 linear feet (from Station 0+00 to Station 7+29), and includes detailed civil engineering plans, construction details, restoration specifications, and erosion and sedimentation control measures. The project is issued for bidding on October 08, 2025, with drawings developed by Entech Engineering and includes multiple detailed plan sheets covering location maps, utility responses, general project notes, and technical specifications.

The project documents indicate a total limit of disturbance of 0.11 acres and involve replacing water infrastructure with new ductile iron piping, gate valves, fire hydrants, and service connections. The design includes specific technical requirements for pipe installation, thrust blocking, utility crossings, and restoration of disturbed areas. Soil types in the project area include Gladstone Gravelly Loam and Urban Land Duffield Complex. The project requires comprehensive erosion and sedimentation control measures, including temporary and permanent seeding, mulching, and ongoing maintenance inspections. Utility coordination involves multiple local entities, including Antietam Valley Municipal Authority, Pennsylvania Electric Company, Borough of Mount Penn, Reading Area Water Authority, and others.

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File	Type	Posted
2-Project Drawings IFB 4662.018.pdf	PDF	May 15, 2026
1-Project Manual IFB 4662.018.pdf	PDF	May 15, 2026
1-Project Manual 4662.020.pdf	PDF	Oct 8, 2025

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PROPOSED WATERLINE SERVICE

CIVIL LEGEND

LIMIT OF DISTURBANCE

Bh SwD

MATCH LINE REFER TO DWG C-101

PROPOSED TEXT

DRAWING MATCHLINE

TEXT

PROPOSED HYDRANT W/ LOCKING TEE

PROPOSED CURB STOPCS

PROPOSED GATE VALVE

PROPOSED 45° BEND

PROPOSED 22.5° BEND

PROPOSED TEE

PROPOSED REDUCER

PROPOSED CAP

FH PROPOSED FIRE HYDRANT

PROPOSED WATERLINEW

PROPOSED WATERLINE BLOWOFFBO

PROPOSED COUPLING

D R

, G

P R

C T

N O

D R

G C

O N

N S

GENERAL PROJECT NOTES

DRAWING CONVENTIONS

SECTION INDICATOR

DETAIL INDICATOR

A X-301

X-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

DRAWING NUMBER

SECTION LETTER

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXIST

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

DENOTES REFERENCE TO ENLARGED

PLANS WITH DRAWING NUMBER

INDICATED

XXX

SCALE:2 NONE

VICINITY MAP

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES AND DRAWING

CONVENTIONS

CIVIL

C-101 LAUREL AVENUE PLAN (STA 0+00 TO STA 7+29)

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR FINAL DESIGN

SERIAL NUMBER ISSUED:

20252803478

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

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

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

00 2000' 4000'

4662.020

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Oct. 8, 2025 H:\0004662.020\04-CAD\SheetFiles\G-001.dwgLa st

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G-001

SER

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ARA

AS NOTED

M O

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H M

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, P A.

N U

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N R

1. FIELD SURVEY BY McCARTHY ENGINEERING ASSOCIATES, DATED JULY, 2025.

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 SHALL PROVIDE ALL FITTINGS NECESSARY TO MAINTAIN

HORIZONTAL AND VERTICAL ALIGNMENT OF PIPELINES.

8. CONTRACTOR SHALL PROVIDE A MECHANICAL JOINT RESTRAINT SYSTEM

AT EACH CONNECTION TO A BEND, FITTING, VALVE, CAP, AND

CONNECTION TO EXISTING MAIN. PROVIDE RESTRAINED PUSH-ON JOINT

GASKETS AT EACH JOINT UP AND DOWN STREAM TO SECURE A

MECHANICAL JOINT ELBOW, BEND, FITTING,CAP OR VALVE ACCORDING

TO THE PROJECT MANUAL. CONCRETE THRUST BLOCKING SHALL BE

UTILIZED IN CASES WHERE MECHANICAL JOINTS RESTRAINTS ARE NOT

APPLICABLE.

9. CONTRACTOR SHALL HAVE EPOXY-FUSION COATED DUCTILE IRON OR

CAST IRON TRANSITION COUPLINGS, INCLUDING BARRELS AND GLANDS

FOR PLAIN END DUCTILE IRON PIPE BY WROUGHT, CAST IRON, AC OR PVC

AVAILABLE AT ALL TIMES DURING CONSTRUCTION.

10. 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.

11. LOCATIONS FOR WATER SERVICE LINES AND CURB STOPS ARE SUBJECT

TO CHANGE UPON VERIFICATION WITH THE OWNER.

12. CONTRACTORS SHALL BE REQUIRED TO HAVE A POWER BROOM WITH

WATER SUPPLY AT ALL TIMES. CONTRACTOR SHALL USE WATER OR

OTHER MEANS NECESSARY FOR DUST CONTROL.

13. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ACCESS TO ALL

RESIDENCES THROUGHOUT CONSTRUCTION.

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

ANTIETAM VALLEY

MUNICIPAL AUTHORITY

502 BUTTER LN

READING, PA. 19606

EMAIL: avma@comcast.net

PHONE: 484-333-1436 MICHAEL SCHEUING

PENNSYLVANIA ELECTRIC CO 341 WHITE POND DR

AKRON, OH. 44320

EMAIL: madams@firstenergycorp.com

PHONE: 330-436-4013 MELLYSSA ADAMS

BOROUGH OF MOUNT PENN 200 NORTH 25TH STREET

READING, PA. 19606

EMAIL: dokonski@mtpennborough.com

PHONE: 610-779-5151 DAVID OKONSKI

MOUNT PENN BOROUGH

MUNICIPAL AUTHORITY

200 N 25TH ST

READING, PA. 19606

EMAIL: mhauck@mtpennwater.com

PHONE: 610-779-4900 MATT HAUCK

CITY OF READING 503 N 6TH ST

READING, PA. 19601

EMAIL: caron.washington@readingpa.gov

PHONE: 610-655-6073 CARON WASHINGTON

READING AREA WATER

AUTHORITY

1801 KUTZTOWN RD

READING, PA. 19604

EMAIL: edward.reichelt@readingareawater.com

PHONE: 484-459-6113 EDWARD REICHELT

UGI UTILITIES INC 225 MORGANTOWN RD

READING, PA. 19611

EMAIL: kzielaskowski@ugi.com

PHONE: 610-736-5571 KURT ZIELASKOWSKI

VERIZON BUISNESS

FORMERLY MCI

7000 WESTON PKWY

CARY, NC. 27513

EMAIL: victor.s.wood@verizon.com

PHONE: 919-414-2782 VICTOR WOOD

PROJECT AREA

PROJECT SITE

MOUNT PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

LAUREL AVENUE

WATER MAIN REPLACEMENT

OCTOBER 08, 2025

ISSUED FOR BIDDING

UmD

GfD

UmD

CS CS

7+29

0+00 0+60

1+20

1+80

2+40

3+00

3+60

4+20

4+80 5+40 6+00

6+60

7+20

W W W

W W W W W W W W

2" CS

W S

2" CS

W S

4+80 W W W W W

W S

7+29

7+20

W W W

W 0+00

W W W

Bh SwD

LIMIT OF DISTURBANCE

4662.020

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

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AS NOTED

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U E

9) C

GENERAL SHEET NOTES

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

NOTES & DRAWING CONVENTIONS.

SHEET KEYNOTES

SOIL TYPES

SCALE:1 1" = 30'

LAUREL AVENUE PLAN (STA 0+00 TO STA 7+29)

00 30' 60'

1. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED. THE VALVE BOX

SHALL BE REMOVED TO A MINIMUM OF 1 FT BELOW GRADE. SURFACE

SHALL BE RESTORED IN-KIND.

2. EXACT LOCATION OF RECONNECTION OF WATER SERVICE TO BE

DETERMINED BY OWNER.

3. REMOVE EXISTING FIRE HYDRANT TO BELOW GRADE, CLOSE VALVE,

REMOVE VALVE BOX TO A MINIMUM OF 1 FT. BELOW GRADE, ABANDON IN

PLACE AND RESTORE SURFACE IN-KIND. THE FIRE HYDRANT SHALL BE

RETURNED TO MPBMA STAFF. CONTRACTOR TO COORDINATE PICKUP

AND REMOVAL FROM SITE WITH MPBMA STAFF.

4. CONTRACTOR TO VERIFY OUTSIDE DIAMETER AND MATERIAL OF EXISTING

PIPE TO CONFIRM APPROPRIATE COUPLING TO BE USED.

5. CONTRACTOR TO VERIFY SIZE OF SERVICE LINE TO BE REPLACED.

GfD GLADSTONE GRAVELLY LOAM, 8 TO 25 PERCENT SLOPES, VERY

BOULDERY.

UmD URBAN LAND DUFFIELD COMPLEX, 8 TO 25 PERCENT SLOPES.

8"x4"

MJ TEE

8" MJ

22.5° BEND

8" MJ

45° BEND

8" MJ

45° BEND

8"x4" MJ

REDUCER

4" D

8" DI

8"x6" MJ

REDUCER

8" MJ

22.5° BEND

8"x6" LOCKED

HYDRANT TEE

8" DI

8"x4" MJ REDUCER

FIRE HYDRANT

ASSEMBLY

ENLARGED PLAN

C-101

SERVICE

CONNECTION (TYP.)

C-501

ENLARGED PLAN

C-101

ENLARGED PLAN

C-101

ENLARGED PLAN

C-101

SERVICE

CONNECTION

C-501

2" BLOW OFF

ASSEMBLY

4" MJ GATE VALVE

8" DI

4" D

8" DI 8" DI

8" DI

8" MJ TEE

8" MJ GATE VALVE

(TYP. 3 PLCS.)

8" MJ GATE VALVE

(TYP. 2 PLCS.)

8"x6" LOCKED

HYDRANT TEE

SCALE:2 1" = 10'

ENLARGED PLAN

00 10' 20'

SCALE:3 1" = 10'

ENLARGED PLAN

00 10' 20'

SCALE:4 1" = 10'

ENLARGED PLAN

00 10' 20'

SCALE:5 1" = 10'

ENLARGED PLAN

00 10' 20'

C-501

FIRE HYDRANT

ASSEMBLY

C-501

ABANDON

WATERMAIN

ABANDON

WATERMAIN

ABANDON

WATERMAIN

C-501

TOTAL LOD: 0.11 ACRES

C-501

8" MJ GATE VALVE

(TYP. 2 PLCS.)

ABANDON

WATERMAIN

C-501

8" MJ 45° BEND

(TYP. 2 PLCS.)

6" MJ COUPLING

4" MJ COUPLING

4" NPT

TAPPED PLUG

8" MJ 45° BEND

(TYP. 2 PLCS.)

5 5

4" MJ GATE VALVE

C-501

6" D

E&S LEGEND

4662.020

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

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DRAWING NO.

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GENERAL SHEET NOTES

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

NOTES & DRAWING CONVENTIONS.

SCALE:1 NONE

CROSSING UNDER EXISTING UTILITY

TYPICAL PROPOSED WATER MAIN

SCALE:2 NONE

CROSSING OVER EXISTING UTILITY

TYPICAL PROPOSED WATER MAIN

10'-0"

" M

EQUAL

DISTANCE

EQUAL

DISTANCE

4' -0

" M

NEW WATER MAIN

MECHANICAL JOINTS

REQUIRED (TYP.)

WHEN VERTICAL SEPARATION IS

LESS THAN 18", PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL EXTEND

A MINIMUM OF 3 FEET BEYOND

THE CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

4' -0

" M

EQUAL

DISTANCE

EQUAL

DISTANCE

10'-0"

NEW WATER MAIN

WHEN VERTICAL SEPARATION IS

LESS THAN 18", PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL EXTEND

A MINIMUM OF 3 FEET BEYOND

THE CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

MECHANICAL JOINTS

REQUIRED (TYP.)

WATER MAIN TO BE

CAPPED OR ABANDONED

DIP OR

PVC C900

MEGA-LUG RESTRAINT

MJ CAP

TRANSITION COUPLING,

WHEN NECESSARY

NOTES:

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

2. FILL MAIN WITH PRESSURIZED GROUT AND CAP FOR ALL WATER MAINS TO

BE ABANDONED THAT ARE 8" OR GREATER LOCATED WITHIN STATE ROAD

RIGHT-OF-WAY.

3. WHEN CUT AND CAP IS NOTED AT A VALVE, MJ PLUG SHALL BE CONNECTED

TO CLOSED GATE VALVE.

4. REFER TO THRUST BLOCKING DETAIL FOR CUT AND CAP.

SCALE:3 NONE

ABANDONMENT / CUT AND CAP DETAIL

TYPICAL WATERMAIN

4' -0

EXISTING GRADE

END VIEW

COARSE

EARTH

UNDISTURBED

AGGEGATE

PENNDOT 2A

VALVE BOX

(2) PC.

ROADWAY TYPE

COVER MARKED "WATER"

6" PIPE BED M.J. GATE VALVE

EXISTING GRADE

SIDE VIEW

NOTE: RETAINER GLANDS REQUIRED ON ALL MECHANICAL JOINT FITTINGS.

M.J. RESTRAINT GLAND

W/ MEGALUGS.

(TYP 2 PLACES)

SCALE:6 GATE VALVE & VALVE BOX INSTALLATION

NONE

CONTINUOUS AWG #10

SOLID CORE INSULATED

COPPER TRACER WIRE

CONTINUOUS AWG #10

SOLID CORE INSULATED

COPPER TRACER WIRE

SCALE:5 NONE

2" BLOW-OFF ASSEMBLY DETAIL

NOTES:

1. SET BLOW-OFF IN A SUFFICIENT SUPPLY OF CRUSHED STONE OR GRAVEL

TO INSURE DRAINAGE FROM THE DRAIN HOLE IN THE BLOW-OFF BOTTOM.

2. SUPPLY LINES MUST BE FLUSHED FREE OF ROCK,GRAVEL AND OTHER

DEBRIS BEFORE CONNECTING THE BLOW-OFF.

3. CLEAR DRAIN HOLE OF ANY DEBRIS.

4' -0

TF500 TRUFLOW BLOWOFF

BY KUPFERLE

2" GALV. COUPLER

NO. 8

COARSE

AGGREGATE2" BRASS OR STAINLESS

STEEL PIPE THREADED

AT BOTH ENDS (3FT. MIN.)

DRAIN

1'-3"

1'-6"

CONC. BLOCK

4' -0

" M

WATER MAIN

(TYP 2 PLACES)

M.J. RESTRAINT GLAND

W/THRUST RESTRAINT WEDGE

ELEVATION

6" PIPE BED

COVER MARKED WATER

ROADWAY SURFACE

COARSE AGGREGATE

TYPE VALVE BOX

2 PIECE ROADWAY

PENNDOT 2A

3/4" DIA. THREADED ROD

WITH DUCTILE IRON LUGS

FIRE HYDRANT

1'-6"

MIN.

PLAN

6" M.J. GATE VALVE

WEDGE (TYP)

W/THRUST RESTRAINT

M.J. RESTRAINT GLAND

HYDRANT TEE

LOCKED

COARSE AGGREGATE

AASHTO NO. 1

PIPE

-2

1'-3"

1' -3

-3

SCALE:4 NEW HYDRANT INSTALLATION DETAIL

NONE

MATCH EXISTING

WATER MAIN BEDDING

SCALE:7 NONE

3/4" TO 2" SERVICE CONNECTION

4' -0

" M

4' -0

" M

VARIABLE

"WATER" CAST ON LID. REFER TO NOTE #3

TOP OF CURB STOP FLUSH WITH GRADE.

TOP OF CURB STOP 2" BELOW GRADE

2 PIECE CURB BOX (TYP)

RIGHT-OF-WAY LINE

TYPE K COPPER

TUBING (ANNEALED) BALL VALVE

CURB STOP

BALL VALVE

CORPORATION

STOP

D.I.

WATER

MAIN

CONCRETE OR

MASONRY BLOCK

MORTAR SAND TYPE C

ENCASEMENT MIN.

4" UNDER / 4" OVER.

REFER TO NOTE #4

EXIST CURB STOP(S) & BOX(S)

TO BE REMOVED AND DISPOSED

REFER TO NOTE #5

NOTES:

1. SERVICE SHALL BE LAID LOOSELY HORIZONTALLY TO PREVENT DAMAGE UPON SETTLING OF TRENCH.

2. ALL PROPOSED SERVICE PIPING FROM CURB STOP TO EXISTING SERVICE PLUMBING CONNECTION SHALL HAVE A

MINIMUM OF 4'-0" OF COVER

3. WHEN TWO OR MORE ADJACENT SERVICE BOXES ARE LOCATED IN CLOSE PROXIMITY TO EACH OTHER, SERVICE BOXES

SHALL BE SEPARATED AND/OR STAGGERED TO MAINTAIN 6" OF MINIMUM SEPARATION FROM OUTSIDE EDGES OF SERVICE

BOX LIDS.

4. SERVICE TO BE BEDDED IN 4" OF TYPE C MORTAR SAND IN ACCORDANCE WITH PADOT PUB. 408-703.1.C 4 TABLE A ALL

AROUND SERVICE.

5. CONTRACTOR SHALL PROVIDE 1/2" X 3/4" REDUCER FITTING AT THE CURB STOP WHEN EXISTING SERVICE LINE DIAMETER

IS 1/2".

6. IN THE EVENT THAT THE EXISTING PLUMBING AT THE CONNECTION POINT HAS LESS THAN 4'-0" OF COVER, DEFLECT NEW SERVICE PER MANUFACTURER'S RECOMMENDATIONS AT CONNECTION POINT TO MAKE TIE IN. NEW SERVICE PIPING SHALL ONLY BE DEFLECTED AT THE CONNECTION POINT TO MAKE TIE IN. NEW SERVICE PIPING SHALL ONLY BE DEFLECTED AT THE CONNECTION POINT IN ORDER TO MAINTAIN MIN. 4'-0" COVER ON NEW SERVICE LINE FROM

CONNECTION POINT TO CURB STOP.

7. ALL VALVE BOXES, ETC. SHALL BE PLACED IN A MANNER AS NOT TO CREATE A TRIP HAZARD.

PENNDOT 2A

BACKFILL

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

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4 5

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DRAWING NO.

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AS NOTED

M O

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O N

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N D

GENERAL SHEET NOTES

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

NOTES & DRAWING CONVENTIONS.

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3000 PSI AT THE END OF 28 DAYS.

2. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS.

3. INSTALL CONCRETE THRUST BLOCKS AT EACH ELBOW, TEE AND CAPPED

OR VALVED END FITTINGS LOCATED IN THE HORIZONTAL PLANE.

4. PAINT ALL EXPOSED STEEL WITH TWO COATS OF ASPHALT PAINT.

5. NO COUPLING OR JOINTS SHALL BE COVERED WITH CONCRETE.

6. ALL-THREADS WITH PIPE STRAPS MAY BE USED IN PLACE OF

REINFORCING BARS.

7. ALL THRUST BLOCKS SHOWN ARE INTENDED AS A GUIDE AND SHALL

WITHSTAND THE REQUIRED PRESSURE.

8. RETAINER GLANDS REQUIRED ON ALL MECHANICAL JOINT FITTINGS.

9. CERTAIN SITUATIONS MAY WARRANT THE USE OF TIE RODS,

AUTHORIZED BY THE OWNER ONLY.

10. PIPING SHALL BE WRAPPED WITH POLYETHYLENE PRIOR TO PLACEMENT

OF CONCRETE.

11. FOR SOIL BEARING VALVES LESS THAN 1 TON / SQ. FT., CONSULT WITH

AUTHORITY ENGINEER FOR RECOMMENDATION.

VERTICAL THRUST BLOCKING DETAILS

SECTION C-CVERTICAL THRUST UPWARD

VERTICAL THRUST BLOCKING UPWARD

THRUSTS SCHEDULE OF DIMENSIONS

150 PSI WORKING PRESSURE

HORIZONTAL THRUST BLOCKING

SCHEDULE OF DIMENSIONS

MINIMUM SQUARE FEET OF BEARING SURFACE REQUIRED FOR HORIZONTAL THRUST

BLOCKING AND VERTICAL THRUSTS DOWNWARD

A C-502

WIDTH

D M

DEPTHLENGTH

6" 6"

VERTICAL

BEDM

ENT

EACH U-SHAPED BAR

SHALL BE CONSIDERED

AS ONE BAR FOR

COMPUTING CROSS

SECTIONAL AREAS

RETAINER

GLANDS

U-SHAPED

REINFORCING

BARS AROUND

PIPE

HORIZONTAL THRUST BLOCKING DETAILS

SECTION B-BPLAN VIEW

PIPE BED

#6 REINFORCING

BARS @ 9" O.C. EW

DUCTILE IRON

BEND

DUCTILE IRON BEND

PIPE BED

S U

C E

BEARING SURFACE

GRADE

DUCTILE IRON

TEE

DUCTILE IRON PIPE

PIPE BED

EARTH

(2) #6 REINFORCEMENT BARS

S U

C E

ALTERNATE SECTION A-ASECTION A-APLAN VIEW

BEARING

SURFACE

EARTH (TYP.)

A C-502

B C-502

BEARING

SURFACE

(TYP.)

DUCTILE IRON

TEE

DUCTILE IRON PIPE

(2) #6 REINFORCING

BARS

(2) #6 REINFORCING

BARS

LENGTH OF PIPE REQUIRED (LF) - PVC

TYPE OF FITTING

PIPE

SIZE

HOR

11-1/4°

VERT

11-1/4°

HOR

22-1/2°

VERT

22-1/2°

HOR

45°

VERT

45° 90° TEE CAP REDUCER OPEN

VALVE

8-INCH 20 20 20 20 20 25 20 20 55 25 25

6-INCH 20 20 20 20 20 20 20 20 45 - 25

RESTRAINED PUSH-ON JOINT GASKET REQUIREMENT FOR MECHANICAL JOINT RESTRAINT SYSTEM

NOTE:

1. WHEN UTILIZING MECHANICAL JOINT RESTRAINT SYSTEM, PROVIDE RESTRAINED PUSH-ON JOINT GASKETS AT EACH JOINT UP AND DOWNSTREAM TO SECURE A MECHANICAL JOINT ELBOW, BEND, FITTING, CAP, OR VALVE. THE LENGTH OF PIPE UP AND DOWNSTREAM OF EACH MECHANICAL JOINT

RESTRAINT SYSTEM SHALL BE DETERMINED BY THE TABLE.

2. PROVIDE RESTRAINED PUSH-ON JOINT GASKETS SUCH THAT THE RESTRAINED LENGTH IN EACH DIAMETER IS GREATER THAN OR EQUAL TO THE LENGTH OF PIPE REQUIREMENTS SHOWN BELOW.

3. TABLE IS BASED UPON 150 PSI TEST PRESSURE. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH

OWNER/ENGINEER IF REQUIRED TEST PRESSURE IS ABOVE 150 PSI.

LENGTH OF PIPE REQUIRED (LF) - DUCTILE IRON

TYPE OF FITTING

PIPE

SIZE

HOR

11-1/4°

VERT

11-1/4°

HOR

22-1/2°

VERT

22-1/2°

HOR

45°

VERT

45° 90° TEE CAP REDUCER OPEN

VALVE

8-INCH 20 20 20 20 20 20 20 20 40 20 25

6-INCH 20 20 20 20 20 20 20 20 30 - 25

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

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DRAWING NO.

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GENERAL SHEET NOTES

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

NOTES & DRAWING CONVENTIONS.

REFER TO TRENCH

RESTORATION DETAILS

6" TOPSOIL AND SEED

ALL DISTURBED AREAS

REFER TO TRENCH

RESTORATION DETAILS

SAW-CUT FULL DEPTH

EXIST. PAVEMENT

(INITIAL SAW-CUT) (TYP.)

2" SUPERPAVE ASPHALT DESIGN,

9.5MM, PG 64-22, SRL E, WEARING COURSE

NOTES:

1. EXISTING PAVEMENT MARKINGS SHALL BE REPLACED IF DISTURBED.

SCALE:1 NONE

FOR PAVED ROADWAY

SURFACE RESTORATION DETAIL

SCALE:2 NONE

FOR GRASS AREAS

SURFACE RESTORATION DETAIL

SCALE:3 NONE

TRENCH RESTORATION DETAIL

TYPICAL AGGREGATE BACKFILL

6" B

R O

C K

N C

G 12" MIN.12" MIN.

REFER TO SURFACE

RESTORATION DETAILS

4' -0

" D

R O

M F

G R

NO. 8 COARSE AGGREGATE

HAND TAMPED IN 4" LAYERS

PIPE

NO. 3 COARSE AGGREGATE

SUB-BEDDING (IF REQUIRED)

UNDISTURBED

SUBGRADE

PAY LINE FOR ADDITIONAL

COARSE AGGREGATE AND

MISCELLANEOUS EXCAVATION

IN UNSTABLE MATERIAL

1' -0

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. PENNDOT CERTIFIED MATERIALS ARE REQUIRED WITHIN RIGHT-OF-WAY.

3. WARNING TAPE WILL BE USED FOR ALL DUCTILE IRON SECTIONS OF NEW WATER MAIN.

4. TRACER WIRE SHALL BE USED FOR ALL C900 PVC SECTIONS OF NEW WATER MAIN.

VARIES

TRACER WIRE

OR WARNING

TAPE

4,000 PSI CONCRETE

L CROWNC

4'-0"

SCALE:4 NONE

CURB AND SIDEWALK REPLACEMENT DETAIL

6" x 6" x W2.9 x W2.9

WELDED WIRE FABRIC

4" MIN. PENNDOT 2A

COARSE AGGREGATE

MATCH EXIST.

FINISHED GRADE

MATCH EXIST.

FINISHED GRADE

PG 64-22 SEAL

ROADWAY

8" x 18" MIN. CURB.

REFER TO RC-64M

PENNDOT CLASS A

CEMENT CONCRETE

SLOPE 1/4"

PER FOOT

NOTES:

1. SAW-CUT EXISTING CONCRETE SIDEWALK AT EXISTING SCORED JOINTS. PROVIDE 1/2"

PREFORMED EXPANSION JOINTS AT EITHER END.

2. SAW-CUT EXISTING CURB AND PROVIDE 1/2" PREFORMED EXPANSION JOINTS AT EITHER

END.

3. THE DIMENSIONS INDICATED ON THE CURB ARE "TYPICAL". THE ACTUAL CONFIGURATION

SHALL MATCH THE EXISTING CURB.

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Oct. 8, 2025 H:\0004662.020\04-CAD\SheetFiles\ES-501.dwgLa st

E di te d by : A

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AS NOTED

M O

B O

H M

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, P A.

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D S

GENERAL SHEET NOTES

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

NOTES & DRAWING CONVENTIONS.

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 PCSM PLAN

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

34. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN

MAPS AND/OR DETAIL SHEETS.

CONSTRUCTION SEQUENCE

1. PRIOR TO CONSTRUCTION THE PROPOSED LIMIT OF DISTURBANCE (LOD) SHALL BE DELINEATED

AND STAKED IN THE FIELD. LOCATE ALL ACCESS POINTS, ACCESS ROADS AND LAYDOWN AREAS THAT WILL BE NECESSARY FOR PROPER EXECUTION OF THE WORK, PRIOR TO THE START OF ANY

WORK. MARK OFF THE LIMITS OF ANY WORK AREA WITHIN ANY PUBLIC STREETS.

RESPONSIBILITY FOR STAGING/LAYDOWN FOR THE PROJECT FALLS ON THE CONTRACTOR.

CONTRACTOR SHALL FINALIZE A LOCATION THAT HAS AN APPROVED E&S PLAN AND/OR IS

LOCATED ON AN AREA THAT IS ENTIRELY EXISTING IMPERVIOUS.

2. THERE ARE NO PROPOSED ROCK CONSTRUCTION ENTRANCES. ACCESS TO THE WORK AREAS WILL BE OBTAINED FROM THE EXISTING PAVED SURFACE OF LAUREL AVE. SUMMIT AVE, AND CAMERON STREET. EITHER DAILY VACUUM SWEEPING OF ROADWAY OR DIRECT LOADING OF EQUIPMENT WILL

BE EMPLOYED TO PREVENT TRACKING OF MUD AND SEDIMENT ONTO THE ROADWAY.

3. 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.

4. CLEAR AND GRUB PROJECT AREA AS NECESSARY.

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

COMPACTION FOR THE WATER MAIN INSTALLATION. REMOVE EXISTING SECTIONS AND

STRUCTURES ALONG THE PROPOSED ALIGNMENT AS CONSTRUCTION OF THE NEW WATER MAIN

PROGRESSES. TRENCHING WORK WILL BE LIMITED TO THE AMOUNT THAT CAN BE EXCAVATED,

BACKFILL INSTALLED AND STABILIZED WITHIN ONE WORKING DAY. TRENCHING SHALL CONFORM TO

THE FOLLOWING BMP PROCEDURE:

· 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.

· IF EXCAVATIONS NEED TO BE DEWATERED, THE WATER IN THE EXCAVATIONS SHALL BE

PUMPED AND DISCHARGED INTO A PUMPED WATER FILTER BAG. DISCHARGE POINTS SHOULD

BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO ACTIVE WATERWAYS.

· CONSTRUCTION WASTE WILL BE HAULED OFF-SITE IMMEDIATELY AND PROPERLY DISPOSED

OF FOLLOWING RECYCLING AND DISPOSAL METHOD GUIDANCE.

· BACKFILL THE OPEN TRENCH WITH SPECIFIED MATERIAL AND AS PER PLAN. DITCH LINES MAY

BE CROWNED TO PREVENT FUTURE SETTLEMENT AND RE-DISTURBANCE TO REPAIR SETTLED

AREAS.

· UTILITY LINES WITH JOINTS THAT ALLOW THE MANUFACTURED LENGTH OF PIPE TO BE

PLACED IN THE TRENCH WITH THE PIPE ASSEMBLED/MADE IN THE TRENCH REQUIRE AN OPEN

TRENCH THAT IS ONLY SLIGHTLY LONGER THAN THE LENGTH OF THE PIPE BEING INSTALLED.

FOR THESE TYPES OF UTILITY LINES, THE TOTAL LENGTH OF EXCAVATED TRENCH OPEN AT

ANY ONE TIME SHOULD NOT BE GREATER THAN THE TOTAL LENGTH OF UTILITY LINE THAT

CAN BE PLACED IN THE TRENCH AND BACKFILLED IN ONE WORKING DAY. NO MORE THAN 50

LINEAR FEET OF OPEN TRENCH SHOULD EXIST WHEN UTILITY LINE INSTALLATION CEASES AT

THE END OF THE WORKDAY.

7. ONCE THE WATER MAIN IS INSTALLED, THE LIMITS OF DISTURBANCE CAN BE RETURNED TO

FINISHED GRADE.

8. 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.

9. 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. RESTORE IMPERVIOUS AREAS TO PRE-CONSTRUCTION

CONDITIONS PER THE RESTORATION DETAILS ON C-701.

10. 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. 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 EXISTING

WATER MAIN PIPING AND GENERAL CONSTRUCTION DEBRIS.

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Oct. 8, 2025 H:\0004662.020\04-CAD\SheetFiles\ES-502.dwgLa st

E di te d by : A

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AS NOTED

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GENERAL SHEET NOTES

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

NOTES & DRAWING CONVENTIONS.

SCALE:1 NONE

PUMPED WATER FILTER BAG

STANDARD CONSTRUCTION DETAIL #3-16

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL

SEWN WITH HIGH STRENGTH, DOUBLE STICHED "J" TYPE SEAMS. THEY SHALL BE

CAPABLE OF TRAPPING PARTICLES LARGER THAN 151 MICRONS. HIGH VOLUME FILTER

BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING

STANDARDS:

PROPERTY TEST METHOD MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 lb/in

GRAB TENSILE ASTM D-4632 205 lb

PUNCTURE ASTM D-4833 110 lb

MULLEN BURST ASTM D-3786 350 psi

UV RESISTENCE ASTM D-4355 70%

AOS % RETAINED ASTM D-4751 80 SieveNOTES:

1. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO

FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

2. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE

PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

3. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FT. OF ANY RECEIVING

SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND

SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

6. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND

NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

WELL VEGETATED, GRASSY AREA

PUMP

INTAKE HOSE

CLAMPS

DISCHARGE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

INTAKE HOSE

CLAMPS

DISCHARGE HOSE

PUMP

WELL VEGETATED, GRASSY AREA

ELEVATION VIEW

PLAN VIEW

COMPOST FILTER

SOCK RING REQUIRED

FOR THIS INSTALLATION

NOTE:

FOR SPECIAL PROTECTION WATERSHED, COMPOST BERM OR COMPOST FILTER SOCK SHALL

BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FT. OF ANY

RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

FILTER BAG

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

SCALE:2 NONE

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #4-1

W FLO

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

Sheets and Views

G-001-24x36

C-101-24x36

C-501-24x36

C-502-24x36

C-701-24x36

ES-501-24x36

ES-502-24x36

File details come from the government source that posted it. Updated Oct 8, 2025.