2-Force Main Relocation Plan.pdf

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FANGYUAN GE & WENHUAN QIU

INSTR. #2021007219

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EDISON VIEW PARTNERS LLC

(FUTURE SITE OF EDISON WALK SUBDIVISION)

INSTR. #2024017251

44 BARTO ROAD

TRIB 01343 OF SWAMP

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TRIB 01342 OF SWAMP

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ACCESS PATH FROM

STAUFFER ROAD

WASHINGTON TOWNSHIP, BERKS

PENNSYLVANIA

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GRAPHIC SCALE

2000 0

1" = 2000

1000 2000 4000LOCATION

MAP

SITE

WASHINGTON TOWNSHIP

SANITARY SEWER FORCE MAIN RELOCATION

JANUARY 2026

PREPARED BY:

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

DRAWING INDEX

NO DESCRIPTION

G001 TITLE SHEET

C101 PROPOSED PLAN II & PROFILE

C501 CONSTRUCTION DETAILS

C601 EROSION AND SEDIMENT CONTROL PLAN I

C602 EROSION AND SEDIMENT CONTROL PLAN II

C603 EROSION AND SEDIMENT CONTROL PLAN III

C604 EROSION AND SEDIMENT CONTROL NOTES

C605 EROSION AND SEDIMENT CONTROL DETAILS

NORTH

SDE

INDEX MAP

SCALE: 1" = 150'

NOTES:

1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA ACT 287 OF 1974 AS AMENDED. SDE MAKES NO REPRESENTATION OR GUARANTEE THAT THE INFORMATION RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE. SDE IS DEPICTING THIS INFORMATION ON THESE DRAWINGS PURSUANT TO THE REQUIREMENTS OF

ACT 287 OF 1974 AS AMENDED.

2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE APPROXIMATE, AND ARE BASED ON ABOVE-GROUND OBSERVATIONS, FACILITY OWNER RESPONSES AND/OR FROM BEST AVAILABLE DRAWING

INFORMATION.

3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY EXCAVATION AND/OR SUBSURFACE EXPLORATION, WHICH IS NOT PART OF THIS CONTRACT, NOR IS SUCH WORK LISTED UNDER

"RESPONSIBILITIES OF A DESIGNER" AT SECTION 4. OF ACT 287 OF 1974 AS AMENDED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF 1974 AS AMENDED, AND TO CONTACT THE "ONE-CALL SYSTEM" NOT LESS THAN THREE (3) BUSINESS DAYS NOR MORE THAN TEN (10) BUSINESS

DAYS IN ADVANCE OF EXCAVATION OR DEMOLITION WORK.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY THE REMOVAL, ABANDONMENT, RELOCATION, INSTALLATION OR CONNECTION TO ANY PUBLIC UTILITY (GAS, ELECTRIC, TELEPHONE, CABLE TV, FIBER OPTIC COMMUNICATIONS, ETC.)

6. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY

AND/OR CONTRACTOR PRIOR TO ANY EXCAVATION OR DEMOLITION WORK.

7. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS, AS WELL AS ANY DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.

PENNSYLVANIA ONE CALL SYSTEM, INC.

925 IRWIN RUN ROAD

WEST MIFFLIN, PENNSYLVANIA

15122-1078

BEFORE YOU DIG ANYWHERE IN

PENNSYLVANIA CALL 1-800-242-1776

NON-MEMBERS MUST BE CONTACTED DIRECTLY

PA LAW REQUIRES THREE WORKING DAYS

NOTICE TO UTILITIES BEFORE YOU EXCAVATE,

DRILL, BLAST OR DEMOLISH

SERIAL NO. :

20260072204 (01/06/2026)

Know what s below' .

Call before you dig.811

LIST OF PUBLIC UTILITIES

WINDSTREAM

1450 CENTER POINT RD

HITAWATHA, IA 52233

CONTACT: LOCATE DESK PERSONNEL

EMAIL: LOCATE.DESK@WINDSTREAM.COM

PHONE: (800) 289-1901

BUCKEYE PARTNERS

THE BUCKEYE BUILDING

6161 HAMILTON BLVD

ALLENTOWN, PA 18106

CONTACT: BRANDON ALLEN

EMAIL: BALLEN@BUCKEYE.COM

PHONE: (216) 318-2124

PENNSYLVANIA ELECTRIC CO

21 S MAIN ST

AKRON, OH 44308

CONTACT: MELLYSSA ADAMS

EMAIL: MADAMS@FIRSTENERGYCORP.COM

PHONE: (330) 604-4073

COMCAST

1004 CORNERSTONE BLVD

DOWNINGTOWN, PA 19335

CONTACT: JOHN CEDRICK SALVATIERRA

EMAIL: JOHNCEDRICK_SALVATIERRA@COMCAST.COM

PHONE: (267) 271-9781

UGI UTILITIES INC.

225 MORGANTOWN RD.

READING, PA 19611

CONTACT: KURT ZIELASKOWSKI

EMAIL: KZIELASKOWSKI@UGI.COM

PHONE: (610) 736-5571

WASHINGTON TOWNSHIP PERKS COUNTY

567 NIANTIC RD

BARTO, PA 19504

CONTACT: TONY SCHWENK

EMAIL: TSCHWENK@WASHTWPBERKS.ORG

PHONE: (610) 310-6724

WASHINGTON TOWNSHIP PERKS COUNTY

120 BARTO RD

BARTO, PA 19504

CONTACT: BRIAN MOHR

EMAIL: BMOHR@WASHTWPBERKS.ORG

PHONE: (610) 845-7760

TRIB 01343 OF SWAMP CREEK (CWF-MF)

TRIB 01342 OF SWAMP CREEK (CWF-MF)

PROPOSED SANITARY SEWER FORCE MAIN

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 4'

4+25

4.

4+50

4.

5+00

2.

5+50

1.

6+00

0.

6+50

9.

7+00

9.

7+50

8.

8+00

8.

8+50

6.

9+00

5.

9+50

3.

9+75

2.

EXISTING GRADE

8 IN C900 SANITARY SEWER FORCE MAIN

8 IN INSERTION VALVE

8 IN WET TAP TEE

8 IN C900 45° ELBOW

8 IN INSERTION VALVE

EXISTING 8" SANITARY

SEWER FORCEMAIN

8 IN C900 45° ELBOW

8 IN C900 45° ELBOW

4' COVER

(MIN)

CLOSE BOTH INSERTION

VALVES AND REMOVE

EXISTING FORCE MAIN

CURB BOX RAISED

18" ABOVE GRADE

CURB BOX RAISED

18" ABOVE GRADE

8 IN CAP

8 IN CAP

8 IN C900 45° ELBOW

8 IN WET TAP TEE

THRUST BLOCK

TBD IF NEEDED

IN FIELD

UGI

UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI

15' 15'

UGI DISTRIBUTION LINE

IP (FND)

N

' 3 8"

W

3.

N44° 12' 22"E 915.14'

FANGYUAN GE & WENHUAN QIU

INSTR. #2021007219

2213 OLD ROUTE 100

POND

6 437 43

8 43 9 44 0 44 1 44

2 44

6 447

449 450 451

8" SANITARY FORCE MAIN

61 62

OPEN SPACE "C"

PROPOSED LOTS OF THE EDISON WALK

SUBDIVISION (NOT APPROVED)

EDISON VIEW PARTNERS, LLC

INSTR. #2024017251

44 BARTO ROAD

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ASSUMED 50-FOOT

FLOODPLAIN

441 442

10+00 5+00

6+007+008+009+00 +50

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FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

8 IN C900 SANITARY SEWER FORCE MAIN

8 IN INSERTION VALVE & CAP

(LOCATE A MIN 5' FROM JOINTS)

WET TAP TEE

& VALVE

5'

RELOCATE NEW FORCE

MAIN MIN 5' FROM

EXISTING FORCE MAIN

8 IN INSERTION VALVE & CAP

(LOCATE A MIN 5' FROM JOINTS)

WET TAP TEE

& VALVE

5'

RELOCATE NEW FORCE

MAIN MIN 5' FROM

EXISTING FORCE MAIN

CLOSE BOTH INSERTION

VALVES AND REMOVE

EXISTING FORCE MAIN

45° BENDS TO TIE INTO

EXISTING FORCE MAIN

45° BENDS TO TIE INTO

EXISTING FORCE MAIN

FMFMFMFMFMFM

5'

CLOSE BOTH INSERTION

VALVES AND REMOVE

EXISTING FORCE MAIN

5'

ACCESS PATH

UGI

FM

LEGEND

PROPOSED FEATURES

UPRIGHT TEXT PROPOSED FEATURES

EXISTING FEATURES

SLANTED TEXT EXISTING FEATURES

INDEX CONTOURS

INTERMEDIATE CONTOURS

SANITARY FORCE MAIN & MANHOLE

UGI DISTRIBUTION LINE

PROPERTY LINE

LOT LINE

EDGE OF PAVING

ANGLE FITTING & THRUST BLOCK

TEE FITTING & THRUST BLOCK

VALVE

CAP

S

FM SANITARY SEWER (FORCE MAIN)

POND EDGE

TREELINE

X FENCE

EASEMENT LINE

SOILS BOUNDARY

ACCESS PATH

NORTH

SDE

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

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D-25-0148-0132-C1011/8/2026 1" = 20'

SHEET 2 OF 82 PROPOSED.DWGMJP MJPGTS

WASHINGTON TOWNSHIP BERKS COUNTY COUNTY PA

BARTO, PA 19504

BISHOP PINE ROAD

PROPOSED PLAN & PROFILE

SANITARY SEWER FORCE MAIN RELOCATION

WASHINGTON TOWNSHIP

HORIZONTAL

VERTICAL

20 0 10 20 40

4 0 2 4 8

1" = 20'

1" = 4'

GENERAL PLAN NOTES:

1. THIS PLAN IS FOR RELOCATION OF AN EXISTING FORCE MAIN AWAY FROM AN EXISTING

PROPERTY BOUNDARY AND FENCE LINE. ACCESS TO THE SITE IS FROM THE EXISTING

SANITARY SEWER RIGHT-OF-WAY BEGINNING AT STAUFFER ROAD.

2. EXISTING FEATURES ARE BASED ON THE 'WASHINGTON TOWNSHIP SEWER' PLAN FROM

ASTON SURVEYORS/ENGINEERS, INC., DATED APRIL 8, 2025. TOPOGRAPHIC CONTOURS FOR

THE SITE ARE BASED ON LIDAR DATA.

3. HORIZONTAL DATUM: NAD83 PENNSYLVANIA STATE PLANES, SOUTH ZONE, US FOOT.

4. VERTICAL DATUM: NAVD88.

5. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. ALL UTILITY

LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

6. PURSUANT TO THE PA ACT 1999 (2004), NOTIFICATION TO THE “ONE-CALL SYSTEMS” IS

REQUIRED AT LEAST THREE (3) WORKING DAYS PRIOR TO DISTURBING EARTH WITH ANY

TYPE OF POWERED EQUIPMENT. CALL 1-800-242-1776.

7. THIS PARCEL IS LOCATED WITHIN ZONE X, AREA OF MINIMAL FLOOD HAZARD, AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) 42011C0438G, EFFECTIVE DATE 7/3/2012. THE

PROJECT SITE AND ACCESS PATH IS OUTSIDE OF THE SPECIAL FLOOD HAZARD AREAS.

8. SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE ACCURACY OF THE

LOCATIONS OF THE SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES

SDEI GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

9. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR

REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO

ADDITIONAL COST TO THE OWNER.

10. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH WASHINGTON

TOWNSHIP RULES, REGULATIONS AND SPECIFICATIONS.

11. ALL SANITARY SEWER PIPE AND LATERALS SHALL BE PVC C900 PIPE UNLESS OTHERWISE

INDICATED.

12. ALL FORCE MAIN SANITARY SEWER SHALL HAVE A MINIMUM COVER OF FOUR (4) FEET AND

CONSTRUCTED TO PREVENT LOCALIZED HIGH POINTS. AT LOCATIONS WHERE HIGH POINTS

CANNOT BE PREVENTED, AN IN-LINE AIR RELEASE MANHOLE SHALL BE INSTALLED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ELIMINATING ALL UNPLANNED LOCALIZED HIGH

POINTS.

13. A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE BELOW" SHALL BE

PROVIDED OVER THE SANITARY SEWER MAIN 12" - 18" BELOW FINISHED GRADE AND AS

DIRECTED BY OWNER/ENGINEER.

14. ALL FORCE MAIN FITTINGS AND APPURTENANCES MUST BE RESTRAINED WITH 2000PV OR

2500 MEGALUG® MECHANICAL JOINT RESTRAINT.

15. INSTALL CURB STOP RAISED 18" ABOVE GRADE FOR ALL VALVES. MARKER POSTS

MUST BE INSTALLED WITHIN 2' OF RAISED CURB BOX.

SE

E

SH

EE

T C

C

SEE SHEET C501 FOR

'BLOW-UP A

CONNECTION DETAIL'

SEE SHEET C501 FOR

'BLOW-UP B

CONNECTION DETAIL'

1 2/3/26 REVISED PER BCCD TECHNICAL DEFICIENCY LETTER DATED 1/21/26 GTS

FMFM

FM FM FM

FMFM

FM FM FM FM

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

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D-25-0148-0132-C5011/8/2026 1" = 20'

SHEET 3 OF 83 DETAILS.DWGMJP MJPGTS

WASHINGTON TOWNSHIP BERKS COUNTY COUNTY PA

BARTO, PA 19504

BISHOP PINE ROAD

CONSTRUCTION DETAILS

SANITARY SEWER FORCE MAIN RELOCATION

WASHINGTON TOWNSHIP

A

AB

E

NOTES:

1. MECHANICAL JOINT RESTRAINT SHALL REQUIRE CONVENTIONAL TOOLS AND

INSTALLATION PROCEDURES PER AWWA C600, WHILE RETAINING FULL MECHANICAL

JOINT DEFLECTION DURING ASSEMBLY.

2. PROPER ACTUATION OF THE GRIPPING WEDGES SHALL BE ENSURED WITH TORQUE

LIMITING TWIST OFF NUTS.

NOT TO SCALE

2000PV MEGALUG®

MECHANICAL RESTRAINED JOINT

EXCEEDS UNI-B-13 OF 92

MADE IN THE USA

FOR USE ON PVC PIPE

L FM RATED 150 PSI ON DR18

DR25 100 PSI SDR26 160 PSI

DR18 150 PSI SDR21 200 PSI

DR14 200 PSI SDR17 250 PSI

WATER WORKS:

PRESSURE RATINGS FOR ORDINARY

EBAA IRON

U

BLOW-UP A CONNECTION DETAIL

SCALE: 1" = 5'

BLOW-UP B CONNECTION DETAIL

SCALE: 1" = 5'

RESTRAINED CONNECTIONS

TO BE INSTALLED BETWEEN

BENDS

RESTRAINED CONNECTIONS

TO BE INSTALLED BETWEEN

BENDS

WET TAP TEE

ISOLATION VALVE

(LOCATE A MIN 5'

FROM JOINTS)

INSTALL CAP AND

THRUST BLOCK ON

EXISTING FORCE MAIN

VALVE TO BE INSTALLED

WITH WET TAP

8 IN C900 SANITARY SEWER FORCE MAIN 8 IN C900 SANITARY SEWER FORCE MAIN

WET TAP TEE

ISOLATION VALVE

(LOCATE A MIN 5'

FROM JOINTS)

INSTALL CAP AND

THRUST BLOCK ON

EXISTING FORCE MAIN

VALVE TO BE INSTALLED

WITH WET TAP

8 IN SANITARY FORCE MAIN

8 IN SANITARY FORCE MAIN

20' SANITARY SEWER EASEMENT

1 2/3/26 REVISED PER BCCD TECHNICAL DEFICIENCY LETTER DATED 1/21/26 GTS

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(D B

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EDISON VIEW PARTNERS LLC

(FUTURE SITE OF EDISON WALK SUBDIVISION)

INSTR. #2024017251

44 BARTO ROAD

SMITH NATHANAEL

DB. 2019, PG. 035323

11 A ESCBACH LANE

4G HOLDINGS LLC

DB. 2019, PG. 005120

15 A ESCBACH LANE

CLEAR AND GRUB SANITARY

SEWER ROW FOR ACCESS TO

SITE. PLACE TRACK

PROTECTION MATS AS NEEDED.

LIMITS OF DISTURBANCE

= 25,292 SF (0.581 AC)

ACCESS PATH

UGI

FM

LEGEND

PROPOSED FEATURES

UPRIGHT TEXT PROPOSED FEATURES

LOD

EXISTING FEATURES

SLANTED TEXT EXISTING FEATURES

INDEX CONTOURS

INTERMEDIATE CONTOURS

SANITARY FORCE MAIN & MANHOLE

UGI DISTRIBUTION LINE

PROPERTY LINE

LOT LINE

EDGE OF PAVING

E&SC FEATURES

LIMIT OF DISTURBANCE

CONCRETE WASHOUT

ANGLE FITTING & THRUST BLOCK

TEE FITTING & THRUST BLOCK

VALVE

CAP

S

FM SANITARY SEWER (FORCE MAIN)

POND EDGE

TREELINE

TRACK MAT PROTECTION

X FENCE

EASEMENT LINE

SOILS BOUNDARY

ACCESS PATH

NORTH

SDE

GRAPHIC SCALE

20 0

1" = 20'

10 20 40

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

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D-25-0148-0132-C6011/8/2026 1" = 20'

SHEET 4 OF 84 E&S PLAN I.DWGMJP MJPGTS

WASHINGTON TOWNSHIP BERKS COUNTY PA

BARTO, PA 19504

BISHOP PINE ROAD

EROSION AND SEDIMENT CONTROL PLAN I

SANITARY SEWER FORCE MAIN RELOCATION

WASHINGTON TOWNSHIP

GRAPHIC SCALE

2000 0

1" = 2000

1000 2000 4000LOCATION

MAP

GENERAL E&S NOTES

1. BEFORE INITIATING ANY REVISIONS TO THE EROSION AND SEDIMENT

CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE

EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL PLAN, THE

OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM FROM THE

ENGINEER. THE OPERATOR SHALL ASSURE THAT THE EROSION AND

SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED.

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING

THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT

POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST

MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

2. A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN (STAMPED,

SIGNED AND DATED BY THE ENGINEER) MUST BE AVAILABLE AT THE

PROJECT SITE AT ALL TIMES. THE OPERATOR SHALL ASSURE THAT AN

EROSION AND SEDIMENT CONTROL PLAN IS BEING IMPLEMENTED AND

MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS,

REGARDLESS OF THEIR LOCATIONS.

3. THE PROJECT RECEIVING WATERCOURSE IS TRIB 01342/01343 TO SWAMP

CREEK. THE CHAPTER 93 RECEIVING WATER CLASSIFICATION IS CWF-MF.

THE SITE STORMWATER DISCHARGE IS TRIBUTARY TO WATERS OF THE

COMMONWEALTH; THEREFORE NO OFF-SITE AGREEMENTS ARE REQUIRED.

4. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION

WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR

OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT

TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE

CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER

MOVEMENTS. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING

FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

5. SEE SHEET C604 FOR SEQUENCE OF CONSTRUCTION.

6. THERE ARE NO ROCK OUTCROPPINGS SINKHOLES, ENVIRONMENTAL

HAZARDS, OR INTRUSION NOR ARE THERE ANY ALLUVIAL SOILS PRESENT IN

THE PROJECT AREA. HYDRIC SOILS ARE PRESENT AT THE SITE.

NOTIFICATION REQUIREMENTS

PRIOR TO COMMENCEMENT OF WORK, THE FOLLOWING NOTICES MUST BE

MADE:

1. BERKS COUNTY CONSERVATION DISTRICT

10 DAYS PRIOR TO START OF CONSTRUCTION

610-372-4657

2. PA FISH & BOAT COMMISSION

10 DAYS PRIOR TO START OF CONSTRUCTION

717-626-0228 (OR VIA FAX: 610-626-0486)

3. PA ONE-CALL

3 DAYS PRIOR TO ANY EXCAVATION

800-242-1776

SHEET NOTES:

1. SEE SHEET C604 & C605 FOR E&SC NOTES AND DETAILS.

2. SEE THIS SHEET FOR USGS LOCATION MAP.

3. SEE SHEET C604 FOR SEQUENCE OF CONSTRUCTION.

SOIL LEGEND & LIMITATIONS

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VE

T

O C

O N

C R

ET

E/

ST

EE

L (C

/S

D R

O U

G H

TY

EA

SI

LY

E

R O

D

IB

LE

FL

O

O D

IN

G

D

EP

TH

T

O S

AT

U

R

AT

ED

ZO

N E/

S

EA

SO

N

AL

H

IG

H

W .T

H

YD

R

IC

/H

YD

R

IC

IN

C

LU

SI

O N

S

LO

W

S

TR

EN

G

TH

LA

N

D

SL

ID

E

PR

O

N E

SL

O

W

PE

R C

O

LA

TI

O

N

PI

PI

N G

PO

O

R S

O U

R C

E O

F

TO

PS

O

IL

FR

O

ST

A

C

TI

O N

SH

R

IN

K-

SW

EL

L

PO

TE

N

TI

AL

S

IN

KH

O

LE

PO

N

D

IN

G

W

ET

N

ES

S

SOIL

SYMBOL SOIL NAME

HYD.

SOIL

GRP.

EhB EDGEMONT CHANNERY SANDY LOAM (0-8% SLOPES) A - C X X - - X - - - X X - X - - GnA GLENVILLE SILT LOAM, SOMEWHAT POORLY DRAINED (0-3% SLOPES) C/D - C/S X X - X X - X - X X - X - X GnB GLENVILLE SILT LOAM (3-8% SLOPES) C/D - C/S X X - X X - X - X X - X - - ToA TOWHEE SILT LOAM (0-3% SLOPES) C/D - S X X - X X - X - X X - X - X

NA => NO DATA AVAILABLE

NORTH

SDE

TOTAL SITE LIMITS OF DISTURBANCE

= 25,292 SQ. FT. (0.581 AC)

EXISTING LAND USE

SINGLE FAMILY RESIDENTIAL DWELLINGS,

FIELDS, AND WOODED AREAS

PROPOSED LAND USE

NO CHANGE FROM EXISTING LAND USE

1 2/3/26 REVISED PER BCCD TECHNICAL DEFICIENCY LETTER DATED 1/21/26 GTS

SEE SH

EET 602

SITE

TRIB 01343 OF SWAMP CREEK (CWF-MF)

TRIB 01342 OF SWAMP CREEK (CWF-MF)

GENERAL PLAN NOTES:

1. THIS PLAN IS FOR RELOCATION OF AN EXISTING FORCE MAIN AWAY FROM AN EXISTING

PROPERTY BOUNDARY AND FENCE LINE. ACCESS TO THE SITE IS FROM THE EXISTING

SANITARY SEWER RIGHT-OF-WAY BEGINNING AT STAUFFER ROAD.

2. EXISTING FEATURES ARE BASED ON THE 'WASHINGTON TOWNSHIP SEWER' PLAN FROM

ASTON SURVEYORS/ENGINEERS, INC., DATED APRIL 8, 2025. TOPOGRAPHIC CONTOURS FOR

THE SITE ARE BASED ON LIDAR DATA.

3. HORIZONTAL DATUM: NAD83 PENNSYLVANIA STATE PLANES, SOUTH ZONE, US FOOT.

4. VERTICAL DATUM: NAVD88.

5. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. ALL UTILITY

LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

6. PURSUANT TO THE PA ACT 1999 (2004), NOTIFICATION TO THE “ONE-CALL SYSTEMS” IS

REQUIRED AT LEAST THREE (3) WORKING DAYS PRIOR TO DISTURBING EARTH WITH ANY

TYPE OF POWERED EQUIPMENT. CALL 1-800-242-1776.

7. THIS PARCEL IS LOCATED WITHIN ZONE X, AREA OF MINIMAL FLOOD HAZARD, AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) 42011C0438G, EFFECTIVE DATE 7/3/2012. THE

PROJECT SITE AND ACCESS PATH IS OUTSIDE OF THE SPECIAL FLOOD HAZARD AREAS.

8. SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE ACCURACY OF THE

LOCATIONS OF THE SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES

SDEI GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

9. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR

REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO

ADDITIONAL COST TO THE OWNER.

10. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH WASHINGTON

TOWNSHIP RULES, REGULATIONS AND SPECIFICATIONS.

11. ALL SANITARY SEWER PIPE AND LATERALS SHALL BE PVC C900 PIPE UNLESS OTHERWISE

INDICATED.

12. ALL FORCE MAIN SANITARY SEWER SHALL HAVE A MINIMUM COVER OF FOUR (4) FEET AND

CONSTRUCTED TO PREVENT LOCALIZED HIGH POINTS. AT LOCATIONS WHERE HIGH POINTS

CANNOT BE PREVENTED, AN IN-LINE AIR RELEASE MANHOLE SHALL BE INSTALLED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ELIMINATING ALL UNPLANNED LOCALIZED HIGH

POINTS.

13. A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE BELOW" SHALL BE

PROVIDED OVER THE SANITARY SEWER MAIN 12" - 18" BELOW FINISHED GRADE AND AS

DIRECTED BY OWNER/ENGINEER.

14. ALL FORCE MAIN FITTINGS AND APPURTENANCES MUST BE RESTRAINED WITH 2000PV OR

2500 MEGALUG® MECHANICAL JOINT RESTRAINT.

15. INSTALL CURB STOP RAISED 18" ABOVE GRADE FOR ALL VALVES. MARKER POSTS

MUST BE INSTALLED WITHIN 2' OF RAISED CURB BOX.

15' 15'

FM

DENSE VEGETATION

DENSE VEGETATION

ToAToAGnA

TRIB 01343 O

F SW

AM

P

CREEK (CW

F-M

F) 48" R

C

P STO

R M

ASSUMED 50-FOOT

FLOODPLAIN

EDISON VIEW PARTNERS LLC

(FUTURE SITE OF EDISON WALK SUBDIVISION)

INSTR. #2024017251

44 BARTO ROAD

LIMITS OF DISTURBANCE

= 25,292 SF (0.581 AC)

ACCESS PATH

UGI

FM

LEGEND

PROPOSED FEATURES

UPRIGHT TEXT PROPOSED FEATURES

LOD

EXISTING FEATURES

SLANTED TEXT EXISTING FEATURES

INDEX CONTOURS

INTERMEDIATE CONTOURS

SANITARY FORCE MAIN & MANHOLE

UGI DISTRIBUTION LINE

PROPERTY LINE

LOT LINE

EDGE OF PAVING

E&SC FEATURES

LIMIT OF DISTURBANCE

CONCRETE WASHOUT

ANGLE FITTING & THRUST BLOCK

TEE FITTING & THRUST BLOCK

VALVE

CAP

S

FM SANITARY SEWER (FORCE MAIN)

POND EDGE

TREELINE

TRACK MAT PROTECTION

X FENCE

EASEMENT LINE

SOILS BOUNDARY

ACCESS PATH

NORTH

SDE

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDESYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

- S ys te m s D es ig n

En gi ne er in g, In c.

I:\

Pr oj ec ts

\W as hi ng to n

To w ns hi p\

-0

8-

F or ce

M ai n Re lo ca tio n

Sw am p C re ek

\0

- D es ig n

Ph as e\ D ra w in gs

\S he et s\

E&

S Pl an

II

.d w g

- F eb ru ar y

2, 5:

P M b y

'G .st ah l'

D-25-0148-0132-C6021/8/2026 1" = 20'

SHEET 5 OF 85 E&S PLAN II.DWGMJP MJPGTS

WASHINGTON TOWNSHIP BERKS COUNTY PA

BARTO, PA 19504

BISHOP PINE ROAD

EROSION AND SEDIMENT CONTROL PLAN II

SANITARY SEWER FORCE MAIN RELOCATION

WASHINGTON TOWNSHIP

1 2/3/26 REVISED PER BCCD TECHNICAL DEFICIENCY LETTER DATED 1/21/26 GTS

GRAPHIC SCALE

20 0

1" = 20'

10 20 40

GRAPHIC SCALE

2000 0

1" = 2000

1000 2000 4000LOCATION

MAP

GENERAL E&S NOTES

1. BEFORE INITIATING ANY REVISIONS TO THE EROSION AND SEDIMENT

CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE

EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL PLAN, THE

OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM FROM THE

ENGINEER. THE OPERATOR SHALL ASSURE THAT THE EROSION AND

SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED.

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING

THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT

POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST

MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

2. A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN (STAMPED,

SIGNED AND DATED BY THE ENGINEER) MUST BE AVAILABLE AT THE

PROJECT SITE AT ALL TIMES. THE OPERATOR SHALL ASSURE THAT AN

EROSION AND SEDIMENT CONTROL PLAN IS BEING IMPLEMENTED AND

MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS,

REGARDLESS OF THEIR LOCATIONS.

3. THE PROJECT RECEIVING WATERCOURSE IS TRIB 01342/01343 TO SWAMP

CREEK. THE CHAPTER 93 RECEIVING WATER CLASSIFICATION IS CWF-MF.

THE SITE STORMWATER DISCHARGE IS TRIBUTARY TO WATERS OF THE

COMMONWEALTH; THEREFORE NO OFF-SITE AGREEMENTS ARE REQUIRED.

4. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION

WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR

OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT

TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE

CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER

MOVEMENTS. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING

FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

5. SEE SHEET C604 FOR SEQUENCE OF CONSTRUCTION.

6. THERE ARE NO ROCK OUTCROPPINGS SINKHOLES, ENVIRONMENTAL

HAZARDS, OR INTRUSION NOR ARE THERE ANY ALLUVIAL SOILS PRESENT IN

THE PROJECT AREA. HYDRIC SOILS ARE PRESENT AT THE SITE.

NOTIFICATION REQUIREMENTS

PRIOR TO COMMENCEMENT OF WORK, THE FOLLOWING NOTICES MUST BE

MADE:

1. BERKS COUNTY CONSERVATION DISTRICT

10 DAYS PRIOR TO START OF CONSTRUCTION

610-372-4657

2. PA FISH & BOAT COMMISSION

10 DAYS PRIOR TO START OF CONSTRUCTION

717-626-0228 (OR VIA FAX: 610-626-0486)

3. PA ONE-CALL

3 DAYS PRIOR TO ANY EXCAVATION

800-242-1776

SHEET NOTES:

1. SEE SHEET C604 & C605 FOR E&SC NOTES AND DETAILS.

2. SEE THIS SHEET FOR USGS LOCATION MAP.

3. SEE SHEET C604 FOR SEQUENCE OF CONSTRUCTION.

SOIL LEGEND & LIMITATIONS

C U

TB

AN

KS

C

AV

E

C O

R R

O

SI

VE

T

O C

O N

C R

ET

E/

ST

EE

L (C

/S

D R

O U

G H

TY

EA

SI

LY

E

R O

D

IB

LE

FL

O

O D

IN

G

D

EP

TH

T

O S

AT

U

R

AT

ED

ZO

N E/

S

EA

SO

N

AL

H

IG

H

W .T

H

YD

R

IC

/H

YD

R

IC

IN

C

LU

SI

O N

S

LO

W

S

TR

EN

G

TH

LA

N

D

SL

ID

E

PR

O

N E

SL

O

W

PE

R C

O

LA

TI

O

N

PI

PI

N G

PO

O

R S

O U

R C

E O

F

TO

PS

O

IL

FR

O

ST

A

C

TI

O N

SH

R

IN

K-

SW

EL

L

PO

TE

N

TI

AL

S

IN

KH

O

LE

PO

N

D

IN

G

W

ET

N

ES

S

SOIL

SYMBOL SOIL NAME

HYD.

SOIL

GRP.

EhB EDGEMONT CHANNERY SANDY LOAM (0-8% SLOPES) A - C X X - - X - - - X X - X - - GnA GLENVILLE SILT LOAM, SOMEWHAT POORLY DRAINED (0-3% SLOPES) C/D - C/S X X - X X - X - X X - X - X GnB GLENVILLE SILT LOAM (3-8% SLOPES) C/D - C/S X X - X X - X - X X - X - - ToA TOWHEE SILT LOAM (0-3% SLOPES) C/D - S X X - X X - X - X X - X - X

NA => NO DATA AVAILABLE

TOTAL SITE LIMITS OF DISTURBANCE

= 25,292 SQ. FT. (0.581 AC)

EXISTING LAND USE

SINGLE FAMILY RESIDENTIAL DWELLINGS,

FIELDS, AND WOODED AREAS

PROPOSED LAND USE

NO CHANGE FROM EXISTING LAND USE

NORTH

SDE

SEE SH

EET 603SE

E

SH

EE

T

SITE

TRIB 01343 OF SWAMP CREEK (CWF-MF)

TRIB 01342 OF SWAMP CREEK (CWF-MF)

GENERAL PLAN NOTES:

1. THIS PLAN IS FOR RELOCATION OF AN EXISTING FORCE MAIN AWAY FROM AN EXISTING

PROPERTY BOUNDARY AND FENCE LINE. ACCESS TO THE SITE IS FROM THE EXISTING

SANITARY SEWER RIGHT-OF-WAY BEGINNING AT STAUFFER ROAD.

2. EXISTING FEATURES ARE BASED ON THE 'WASHINGTON TOWNSHIP SEWER' PLAN FROM

ASTON SURVEYORS/ENGINEERS, INC., DATED APRIL 8, 2025. TOPOGRAPHIC CONTOURS FOR

THE SITE ARE BASED ON LIDAR DATA.

3. HORIZONTAL DATUM: NAD83 PENNSYLVANIA STATE PLANES, SOUTH ZONE, US FOOT.

4. VERTICAL DATUM: NAVD88.

5. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. ALL UTILITY

LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

6. PURSUANT TO THE PA ACT 1999 (2004), NOTIFICATION TO THE “ONE-CALL SYSTEMS” IS

REQUIRED AT LEAST THREE (3) WORKING DAYS PRIOR TO DISTURBING EARTH WITH ANY

TYPE OF POWERED EQUIPMENT. CALL 1-800-242-1776.

7. THIS PARCEL IS LOCATED WITHIN ZONE X, AREA OF MINIMAL FLOOD HAZARD, AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) 42011C0438G, EFFECTIVE DATE 7/3/2012. THE

PROJECT SITE AND ACCESS PATH IS OUTSIDE OF THE SPECIAL FLOOD HAZARD AREAS.

8. SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE ACCURACY OF THE

LOCATIONS OF THE SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES

SDEI GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

9. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR

REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO

ADDITIONAL COST TO THE OWNER.

10. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH WASHINGTON

TOWNSHIP RULES, REGULATIONS AND SPECIFICATIONS.

11. ALL SANITARY SEWER PIPE AND LATERALS SHALL BE PVC C900 PIPE UNLESS OTHERWISE

INDICATED.

12. ALL FORCE MAIN SANITARY SEWER SHALL HAVE A MINIMUM COVER OF FOUR (4) FEET AND

CONSTRUCTED TO PREVENT LOCALIZED HIGH POINTS. AT LOCATIONS WHERE HIGH POINTS

CANNOT BE PREVENTED, AN IN-LINE AIR RELEASE MANHOLE SHALL BE INSTALLED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ELIMINATING ALL UNPLANNED LOCALIZED HIGH

POINTS.

13. A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE BELOW" SHALL BE

PROVIDED OVER THE SANITARY SEWER MAIN 12" - 18" BELOW FINISHED GRADE AND AS

DIRECTED BY OWNER/ENGINEER.

14. ALL FORCE MAIN FITTINGS AND APPURTENANCES MUST BE RESTRAINED WITH 2000PV OR

2500 MEGALUG® MECHANICAL JOINT RESTRAINT.

15. INSTALL CURB STOP RAISED 18" ABOVE GRADE FOR ALL VALVES. MARKER POSTS

UGI

UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI UGI

15' 15'

UGI DISTRIBUTION LINE

IP (FND)

N

' 3 8"

W

3.

N44° 12' 22"E 915.14'

FANGYUAN GE & WENHUAN QIU

INSTR. #2021007219

2213 OLD ROUTE 100

POND

6 437 43

8 43 9 44 0 44 1 44

2 44

6 447

449 450 451

8" SANITARY FORCE MAIN

61 62

OPEN SPACE "C"

PROPOSED LOTS OF THE EDISON WALK

SUBDIVISION (NOT APPROVED)

EDISON VIEW PARTNERS, LLC

INSTR. #2024017251

44 BARTO ROAD

P R

O P

O S

E D

LO

TS

O

F TH

E E

D

IS

O N

W A

LK

S

U B

D

IV

IS

IO

N (N

O T A

P P

R O

V E

D

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

30' E A

S E

M E

N T

(D B

. 2509, P G

. 0594)

20' S A

N

ITA

R Y

S E

W E

R E

A S

E M

E N

T

TREE COVER

TREE COVER

ToA

GnB

EhB ToA

TRIB 01342 OF SWAMP

CREEK (C

WF-M

F)

ASSUMED 50-FOOT

FLOODPLAIN

ASSUMED 50-FOOT

FLOODPLAIN

441 442

FM0+

1+00 2+003+004+005+00

5+

+50 +50+50+50+50

10+00 5+00

6+007+008+009+00 +50

+50 +50+50+50+50

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

FM

FMFMFMFMFMFMFM

8 IN C900 SANITARY SEWER FORCE MAIN

8 IN INSERTION VALVE & CAP

(LOCATE A MIN 5' FROM JOINTS)

WET TAP TEE

& VALVE

5'

RELOCATE NEW FORCE

MAIN MIN 5' FROM

EXISTING FORCE MAIN

8 IN INSERTION VALVE & CAP

(LOCATE A MIN 5' FROM JOINTS)

WET TAP TEE

& VALVE

5'

RELOCATE NEW FORCE

MAIN MIN 5' FROM

EXISTING FORCE MAIN

CLOSE BOTH INSERTION

VALVES AND REMOVE

EXISTING FORCE MAIN

45° BENDS TO TIE INTO

EXISTING FORCE MAIN

45° BENDS TO TIE INTO

EXISTING FORCE MAIN

FMFMFMFMFMFM

5'

CLOSE BOTH INSERTION

VALVES AND REMOVE

EXISTING FORCE MAIN

5'

LIMITS OF DISTURBANCE

= 25,292 SF (0.581 AC)

ACCESS PATH

PLACE BIODEGRADABLE ECB OVER

DISTURBED AREAS WITHIN THE

50-FOOT ASSUMED FLOODPLAIN

UGI

FM

LEGEND

PROPOSED FEATURES

UPRIGHT TEXT PROPOSED FEATURES

LOD

EXISTING FEATURES

SLANTED TEXT EXISTING FEATURES

INDEX CONTOURS

INTERMEDIATE CONTOURS

SANITARY FORCE MAIN & MANHOLE

UGI DISTRIBUTION LINE

PROPERTY LINE

LOT LINE

EDGE OF PAVING

E&SC FEATURES

LIMIT OF DISTURBANCE

EROSION CONTROL BLANKET

CONCRETE WASHOUT

ANGLE FITTING & THRUST BLOCK

TEE FITTING & THRUST BLOCK

VALVE

CAP

S

FM SANITARY SEWER (FORCE MAIN)

POND EDGE

TREELINE

TRACK MAT PROTECTION

X FENCE

EASEMENT LINE

SOILS BOUNDARY

ACCESS PATH

NORTH

SDE

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

C

O

PY

RI

G

HT

- S ys te m s D es ig n

En gi ne er in g, In c.

I:\

Pr oj ec ts

\W as hi ng to n

To w ns hi p\

-0

8-

F or ce

M ai n Re lo ca tio n

Sw am p C re ek

\0

- D es ig n

Ph as e\ D ra w in gs

\S he et s\

E&

S Pl an

II

I.d w g

- F eb ru ar y

, 2

2:

P M b y

'G .st ah l'

D-25-0148-0132-C6031/8/2026 1" = 20'

SHEET 6 OF 86 E&S PLAN III.DWGMJP MJPGTS

WASHINGTON TOWNSHIP BERKS COUNTY PA

BARTO, PA 19504

BISHOP PINE ROAD

EROSION AND SEDIMENT CONTROL PLAN III

SANITARY SEWER FORCE MAIN RELOCATION

WASHINGTON TOWNSHIP

GRAPHIC SCALE

20 0

1" = 20'

10 20 40

GRAPHIC SCALE

2000 0

1" = 2000

1000 2000 4000LOCATION

MAP

GENERAL E&S NOTES

1. BEFORE INITIATING ANY REVISIONS TO THE EROSION AND SEDIMENT

CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE

EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL PLAN, THE

OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM FROM THE

ENGINEER. THE OPERATOR SHALL ASSURE THAT THE EROSION AND

SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED.

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING

THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT

POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST

MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

2. A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN (STAMPED,

SIGNED AND DATED BY THE ENGINEER) MUST BE AVAILABLE AT THE

PROJECT SITE AT ALL TIMES. THE OPERATOR SHALL ASSURE THAT AN

EROSION AND SEDIMENT CONTROL PLAN IS BEING IMPLEMENTED AND

MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS,

REGARDLESS OF THEIR LOCATIONS.

3. THE PROJECT RECEIVING WATERCOURSE IS TRIB 01342/01343 TO SWAMP

CREEK. THE CHAPTER 93 RECEIVING WATER CLASSIFICATION IS CWF-MF.

THE SITE STORMWATER DISCHARGE IS TRIBUTARY TO WATERS OF THE

COMMONWEALTH; THEREFORE NO OFF-SITE AGREEMENTS ARE REQUIRED.

4. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION

WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR

OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT

TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE

CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER

MOVEMENTS. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING

FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

5. SEE SHEET C604 FOR SEQUENCE OF CONSTRUCTION.

6. THERE ARE NO ROCK OUTCROPPINGS SINKHOLES, ENVIRONMENTAL

HAZARDS, OR INTRUSION NOR ARE THERE ANY ALLUVIAL SOILS PRESENT IN

THE PROJECT AREA. HYDRIC SOILS ARE PRESENT AT THE SITE.

NOTIFICATION REQUIREMENTS

PRIOR TO COMMENCEMENT OF WORK, THE FOLLOWING NOTICES MUST BE

MADE:

1. BERKS COUNTY CONSERVATION DISTRICT

10 DAYS PRIOR TO START OF CONSTRUCTION

610-372-4657

2. PA FISH & BOAT COMMISSION

10 DAYS PRIOR TO START OF CONSTRUCTION

717-626-0228 (OR VIA FAX: 610-626-0486)

3. PA ONE-CALL

3 DAYS PRIOR TO ANY EXCAVATION

800-242-1776

SHEET NOTES:

1. SEE SHEET C604 & C605 FOR E&SC NOTES AND DETAILS.

2. SEE THIS SHEET FOR USGS LOCATION MAP.

3. SEE SHEET C604 FOR SEQUENCE OF CONSTRUCTION.

SOIL LEGEND & LIMITATIONS

C U

TB

AN

KS

C

AV

E

C O

R R

O

SI

VE

T

O C

O N

C R

ET

E/

ST

EE

L (C

/S

D R

O U

G H

TY

EA

SI

LY

E

R O

D

IB

LE

FL

O

O D

IN

G

D

EP

TH

T

O S

AT

U

R

AT

ED

ZO

N E/

S

EA

SO

N

AL

H

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SOIL

SYMBOL SOIL NAME

HYD.

SOIL

GRP.

EhB EDGEMONT CHANNERY SANDY LOAM (0-8% SLOPES) A - C X X - - X - - - X X - X - - GnA GLENVILLE SILT LOAM, SOMEWHAT POORLY DRAINED (0-3% SLOPES) C/D - C/S X X - X X - X - X X - X - X GnB GLENVILLE SILT LOAM (3-8% SLOPES) C/D - C/S X X - X X - X - X X - X - - ToA TOWHEE SILT LOAM (0-3% SLOPES) C/D - S X X - X X - X - X X - X - X

NA => NO DATA AVAILABLE

NORTH

SDE

TOTAL SITE LIMITS OF DISTURBANCE

= 25,292 SQ. FT. (0.581 AC)

EXISTING LAND USE

SINGLE FAMILY RESIDENTIAL DWELLINGS,

FIELDS, AND WOODED AREAS

PROPOSED LAND USE

NO CHANGE FROM EXISTING LAND USE

1 2/3/26 REVISED PER BCCD TECHNICAL DEFICIENCY LETTER DATED 1/21/26 GTS

SE

E

SH

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SITE

TRIB 01343 OF SWAMP CREEK (CWF-MF)

TRIB 01342 OF SWAMP CREEK (CWF-MF)

GENERAL PLAN NOTES:

1. THIS PLAN IS FOR RELOCATION OF AN EXISTING FORCE MAIN AWAY FROM AN EXISTING

PROPERTY BOUNDARY AND FENCE LINE. ACCESS TO THE SITE IS FROM THE EXISTING

SANITARY SEWER RIGHT-OF-WAY BEGINNING AT STAUFFER ROAD.

2. EXISTING FEATURES ARE BASED ON THE 'WASHINGTON TOWNSHIP SEWER' PLAN FROM

ASTON SURVEYORS/ENGINEERS, INC., DATED APRIL 8, 2025. TOPOGRAPHIC CONTOURS FOR

THE SITE ARE BASED ON LIDAR DATA.

3. HORIZONTAL DATUM: NAD83 PENNSYLVANIA STATE PLANES, SOUTH ZONE, US FOOT.

4. VERTICAL DATUM: NAVD88.

5. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. ALL UTILITY

LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

6. PURSUANT TO THE PA ACT 1999 (2004), NOTIFICATION TO THE “ONE-CALL SYSTEMS” IS

REQUIRED AT LEAST THREE (3) WORKING DAYS PRIOR TO DISTURBING EARTH WITH ANY

TYPE OF POWERED EQUIPMENT. CALL 1-800-242-1776.

7. THIS PARCEL IS LOCATED WITHIN ZONE X, AREA OF MINIMAL FLOOD HAZARD, AS DEPICTED ON FEMA FLOOD INSURANCE RATE MAP (FIRM) 42011C0438G, EFFECTIVE DATE 7/3/2012. THE

PROJECT SITE AND ACCESS PATH IS OUTSIDE OF THE SPECIAL FLOOD HAZARD AREAS.

8. SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE ACCURACY OF THE

LOCATIONS OF THE SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES

SDEI GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

9. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR

REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO

ADDITIONAL COST TO THE OWNER.

10. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH WASHINGTON

TOWNSHIP RULES, REGULATIONS AND SPECIFICATIONS.

11. ALL SANITARY SEWER PIPE AND LATERALS SHALL BE PVC C900 PIPE UNLESS OTHERWISE

INDICATED.

12. ALL FORCE MAIN SANITARY SEWER SHALL HAVE A MINIMUM COVER OF FOUR (4) FEET AND

CONSTRUCTED TO PREVENT LOCALIZED HIGH POINTS. AT LOCATIONS WHERE HIGH POINTS

CANNOT BE PREVENTED, AN IN-LINE AIR RELEASE MANHOLE SHALL BE INSTALLED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ELIMINATING ALL UNPLANNED LOCALIZED HIGH

POINTS.

13. A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE BELOW" SHALL BE

PROVIDED OVER THE SANITARY SEWER MAIN 12" - 18" BELOW FINISHED GRADE AND AS

DIRECTED BY OWNER/ENGINEER.

14. ALL FORCE MAIN FITTINGS AND APPURTENANCES MUST BE RESTRAINED WITH 2000PV OR

2500 MEGALUG® MECHANICAL JOINT RESTRAINT.

15. INSTALL CURB STOP RAISED 18" ABOVE GRADE FOR ALL VALVES. MARKER POSTS

2 2/25/26 REVISED PER BCCD COMMENTS DATED 2/25/26 GTS

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

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D-25-0148-0132-C6041/8/2026 NONE

SHEET 7 OF 87 E&S NOTES.DWGMJP MJPGTS

WASHINGTON TOWNSHIP BERKS COUNTY PA

BARTO, PA 19504

BISHOP PINE ROAD

EROSION AND SEDIMENT CONTROL NOTES

SANITARY SEWER FORCE MAIN RELOCATION

WASHINGTON TOWNSHIP

STANDARD E&S PLAN NOTES

1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROLS PROPOSED FOR

THIS PROJECT. EROSION AND SEDIMENT CONTROLS SHALL BE

CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE

WITHIN THE TRIBUTARY AREAS OF THOSE CONTROLS. THE E&S PLAN,

INCLUDING CONSTRUCTION SEQUENCING AND O&M OF BMPS, MUST BE

IMPLEMENTED AT ALL TIMES.

2. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL

AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED

EROSION AND SEDIMENT (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.

3. 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 BEST MANAGEMENT PRACTICES (BMPS) SPECIFIED BY THE BMP

SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

4. AT LEAST SEVEN (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, AND A

REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN

ON-SITE PRECONSTRUCTION MEETING.

5. ALL CONSTRUCTION VEHICLES AND EQUIPMENT ACCESSING OR LEAVING

THE LIMITS OF DISTURBANCE SHALL DO SO VIA PROTECTIVE TRACK MATS

AT THE LOCATION SHOWN ON THE PLANS OR SHALL ACCESS THE LIMITS OF

DISTURBANCE VIA A PAVED SURFACE. ALL CONSTRUCTION VEHICLES SHALL

BE ADEQUATELY CLEANED OF ALL SEDIMENT PRIOR TO LEAVING THE SITE

VIA THE PAVED SURFACE. OTHERWISE, ALL CONSTRUCTION VEHICLES

SHALL LEAVE THE SITE VIA A FLATBED TRAILER AND SHALL BE LOADED

WITHIN THE LIMITS OF DISTURBANCE. THE FLATBED TRAILER SHALL REMAIN

ON THE PAVED SURFACE AT ALL TIMES.

6. AREAS UTILIZED FOR CONSTRUCTION STAGING AND LAY DOWN SHALL BE

STABILIZED AT ALL TIMES DURING CONSTRUCTION.

7. ALL STRIPPING OF VEGETATION, GRADING, FILLING AND EXCAVATION SHALL

BE DONE IN SUCH A WAY AS TO MINIMIZE EROSION. WHENEVER NOTED ON

THE PLANS, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND

SUPPLEMENTED. DISTURBED AREAS SHALL BE KEPT TO A PRACTICAL

MINIMUM AND STABILIZED AS QUICKLY AS POSSIBLE IN ACCORDANCE WITH

THE TEMPORARY OR PERMANENT MEASURES OUTLINED IN THE SEEDING

AND MULCHING SCHEDULES.

8. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF

TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

OBJECTIONABLE MATERIAL.

9. ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE

AMOUNT THAT CAN BE EXCAVATED, INSTALLED, BACKFILLED, AND

STABILIZED WITHIN ONE WORKING DAY. ALL EXCAVATED MATERIAL SHALL

BE DEPOSITED ON THE UPSLOPE SIDE OF THE TRENCH.

A. WITHIN PERVIOUS AREAS, IF THERE IS NO OTHER BMP DOWNSLOPE OF

THE DISTURBANCE, ALL DISTURBED TRENCHING AREAS FOR UTILITY

LINE INSTALLATION SHALL BE STABILIZED WITH TEMPORARY OR

PERMANENT SEEDING, MULCH, AND STRAW.

B. WITHIN EXISTING PAVED AREAS, ALL DISTURBED TRENCHING AREAS

SHALL BE STABILIZED BY IMMEDIATELY PLACING 4” MINIMUM DEPTH OF

COMPACTED STONE ON THE BACKFILL UP TO PAVING GRADE OR

TEMPORARILY OR PERMANENTLY PAVING THE TRENCH.

10. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED

ON THE PLAN DRAWINGS. IN NO CASE SHALL CONCRETE WASH WATER BE

ALLOWED TO ENTER ANY STORM SEWER CONVEYANCE SYSTEM OR ENTER

ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

11. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A DIRT BAG

FILTRATION DEVICE (IE. PUMPED WATER FILTER BAG), OR EQUIVALENT

SEDIMENT REMOVAL FACILITY, OVER UNDISTURBED VEGETATED AREAS

DOWNSTREAM OF ANY EARTH DISTURBANCE. DISCHARGE POINTS SHALL BE

ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO ACTIVE

WATERWAYS.

12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR

SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

13. STORMWATER RUNOFF SHALL BE PREVENTED FROM ENTERING STORM

SEWER FACILITIES VIA AN OPEN TRENCH. IF ANY EMERGENCY

REPAIRS/REPLACEMENT OF STORM SEWER FACILITIES MUST OCCUR

RUNOFF SHALL BE PREVENTED FROM ENTERING THE FACILITIES AT THE

POINTS OF REPAIR/REPLACEMENT.

14. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING

THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT

POLLUTION, THE CONTRACTOR 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.

15. UPON REDUCTION, LOSS OR FAILURE OF THE EROSION AND SEDIMENT

CONTROLS, IMMEDIATE ACTION SHALL BE TAKEN TO RESTORE THE

CONTROLS OR PROVIDE AN ALTERNATIVE METHOD OF CONTROL.

16. WHERE EROSION AND SEDIMENT CONTROLS ARE FOUND TO BE

INOPERATIVE OR INEFFECTIVE DURING AN INSPECTION, OR ANY OTHER

TIME, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE LOCAL

CONSERVATION DISTRICT, BY PHONE OR PERSONAL CONTACT, FOLLOWED

BY THE SUBMISSION OF A WRITTEN REPORT WITHIN FIVE (5) DAYS OF THE

INITIAL CONTACT.

17. IN THE EVENT THAT ARCHEOLOGICAL ARTIFACTS ARE DISCOVERED, THE

GENERAL CONTRACTOR SHALL ENSURE PROTECTION AND REPORT THE

DISCOVERY TO THE OWNER AND THE DIRECTOR OF THE BUREAU OF

HISTORIC PRESERVATION, HISTORICAL AND MUSEUM COMMISSION, P.O.

BOX 1026, HARRISBURG, PA 17120.

18. IN THE EVENT OF SINKHOLE DISCOVERY A PROFESSIONAL GEOLOGIST OR

ENGINEER SHALL BE CONTACTED FOR THEIR PROFESSIONAL OPINION AND

REMEDIAL RECOMMENDATIONS. ADDITIONALLY, THE COUNTY

CONSERVATION DISTRICT SHALL BE MADE AWARE OF THE SINKHOLE

DISCOVERY IMMEDIATELY.

19. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE

RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORKDAY.

REMOVAL MAY BE COMPLETED THROUGH THE USE OF MECHANICAL OR

HAND TOOLS, BUT SEDIMENT SHALL NEVER BE WASHED OFF THE ROAD

SURFACE WITH WATER. IN NO CASE SHALL THE SEDIMENT BE WASHED,

SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR

SURFACE WATER.

20. 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 A FINAL INSPECTION PRIOR TO REMOVAL OF TEMPORARY EROSION

AND SEDIMENT CONTROLS.

21. 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.

22. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL

BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE

PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR

RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL

DUE TO ANALYTICAL TESTING.

23. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE

OPERATOR SHALL ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN

EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE GOVERNING

CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED AND

MAINTAINED IN ACCORDANCE WITH CHAPTER 102 REGULATIONS. THE

OPERATOR SHALL NOTIFY THE LOCAL CONSERVATION DISTRICT IN WRITING

OF ALL RECEIVING SPOIL AND BORROW AREAS ONCE THEY HAVE BEEN

IDENTIFIED.

24. 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 PENNSYLVANIA DEPARTMENT OF

ENVIRONMENTAL PROTECTION 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.

25. THE CONTRACTOR SHALL PROTECT EXISTING TREES, SHRUBS AND

VEGETATION IN ORDER TO ELIMINATE UNNECESSARY DAMAGE, UNLESS

REMOVAL IS SPECIFICALLY NOTED OR REQUIRED FOR CONSTRUCTION OF

THE PROPOSED E&S BMPS OR PERMANENT SITE IMPROVEMENTS.

26. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S

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 REVEGETATION OF DISTURBED

AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE

GERMINATING SEASON.

27. 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.

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

TO SCHEDULE A FINAL INSPECTION.

30. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL

BE BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL

CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE

CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER

DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

31. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN

AS-BUILT (RECORD DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO THE

MUNICIPAL INSPECTOR, LOCAL CONSERVATION DISTRICT OR THE

DEPARTMENT.

STABILIZATION NOTES

1. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION

WHEN IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY

SUFFICIENT TO RESIST ACCELERATED EROSION AND SUBSURFACE

CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.

2. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM

DEPTH OF 3 TO 5 INCHES, OR 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 3:1 OR GREATER SHALL HAVE A MINIMUM OF 2 INCHES OF

TOPSOIL.

3. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY

UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK

AND ROCK FILLS NEED NOT BE VEGETATED.

4. 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.

5. 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 ONE

(1) YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY

STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE

REACTIVATED WITHIN ONE (1) YEAR SHALL BE STABILIZED IN ACCORDANCE

WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

6. HAY OR STRAW MULCH SHALL BE APPLIED AT RATES OF AT LEAST THREE (3)

TONS PER ACRE. STRAW AND HAY MULCH SHALL BE ANCHORED

IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A

TRACTOR-DRAWN IMPLEMENT MAY BE USED TO “CRIMP” THE STRAW OR

HAY INTO THE SOIL. THIS METHOD IS LIMITED TO SLOPES LESS THAN 3H:1V.

THE MACHINERY SHALL BE OPERATED ALONG THE CONTOUR. (NOTE:

CRIMPING OF HAY OR STRAW BY RUNNING OVER IT WITH TRACKED

MACHINERY IS NOT RECOMMENDED.) STRAW MULCH SHALL BE APPLIED IN

LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.

7. AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE,

PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN

(I.E. ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). IN

NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO

BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING

SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED

BEFORE PREPARING FOR SEEDING AND MULCHING IS NOT ACCEPTABLE.

8. FILL SLOPES SHALL BE SEEDED AND STABILIZED IN 15 FEET TO 25 FEET

VERTICAL INCREMENTS.

9. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES

3H:1V OR STEEPER WITHIN FIFTY (50) FEET OF SURFACE WATER AND ON ALL

OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL

SHEETS. ALTERNATE EROSION CONTROL BLANKETS (MATERIALS AND

INSTALLATION SPECIFICATIONS) MUST BE APPROVED BY THE DESIGNER

AND THE LOCAL CONSERVATION DISTRICT PRIOR TO INSTALLATION.

GRADING REQUIREMENTS

1. 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.

2. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO

EXCEED 9 INCHES IN THICKNESS.

3. 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.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE

MATERIALS SHALL NOT BE INCORPORATED INTO…