1-12678282-WTMA Rt 16 WM Replacement Bid Drawings.pdf

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

28 April 2026 - 8:41 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Gen\12678282-GHD-00-DRG-00-GN-00001.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

GENERAL

COVERSHEET

GN-001

WASHINGTON TOWNSHIP MUNICIPAL AUTHORITY

ROUTE 16 WATER MAIN

REPLACEMENT PROJECT

WASHINGTON TOWNSHIP

FRANKLIN COUNTY, PENNSYLVANIA

BID DOCUMENTS

APRIL 2026

GHD PROJECT No. 12678282

LOCATION MAP

PROJECT SITE

NOT TO SCALE

VICINITY MAP

HARRISBURG

YORK

LANCASTER

PHILADELPHIA

PITTSBURGH

ERIE

STATE COLLEGE

WILLIAMSPORT

SCRANTON

CHAMBERSBURG

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE

FOR CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

PENNSYLVANIA ONE CALL SYSTEM, INC.

1-800-242-1776 OR 811

POCS SERIAL NUMBERS:

ROUTE 16: #20261063108

CALL BEFORE YOU DIG

THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE PENNSYLVANIA GENERAL ASSEMBLY UNDERGROUND UTILITY LINE PROTECTION ACT, PA ACT 287 OF 1974, AS AMENDED BY ACT 50 OF 2017, 73 P.S. § 176 ET SEQ., FOR NOTIFICATION OF UTILITIES BEFORE EXCAVATION IN THE CONTRACT AREA. THE ONE UNDERGROUND UTILITIES CALL NUMBER IS 800-242-1776 OR 811.

INDIVIDUAL LOCAL UTILITIES ARE AS FOLLOWS:

UNDERGROUND UTILITIES ACT:

PROJECT

LOCATION

COMPANY: CABLE PROTECTION SERVICES INC

ADDRESS: PO BOX 4816

MIDLOTHIAN, VA. 23112

CONTACT: DEBBIE KING

EMAIL: DEBBIE_KING@CABLEPS.COM

PHONE: 804-562-3409

COMPANY: STAKECENTER

ADDRESS: 7025 ALBERT PICK ROAD

SUITE 600

GREENSBORO, NC. 27409

CONTACT: STAKECENTER DISPATCH

EMAIL: mirasol.garza@brightspeed.com

PHONE: 801-364-1063

COMPANY: PENNSYLVANIA ELECTRIC CO

ADDRESS: 341 WHITE POND DRIVE

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013

COMPANY: LUMEN FORMERLY LEVEL 3

ADDRESS: 931 14TH ST

DENVER, CO. 80202

CONTACT: LUMEN OPERATOR PERSONNEL

EMAIL: RELOCATIONS@LUMEN.COM

PHONE: 877-366-8344EXT. 3

COMPANY: WASHINGTON TOWNSHIP MUNICIPAL

AUTHORITY

ADDRESS: 11102 BUCHANAN TRAIL EAST

WAYNESBORO, PA. 17268

CONTACT: ANDY ZEIGLER

EMAIL: wtmadirector@wtma.us

PHONE: 717-762-3108EXT. 102

COMPANY: UGI UTILITIES INC

ADDRESS: 1 UGI DR

DENVER, PA. 17517

CONTACT: JAMES MAY

EMAIL: jmay@ugi.com

PHONE: 610-736-5994

COMPANY: WASHINGTON TOWNSHIP FRANKLIN

CO

ADDRESS: 11798 BUCHANAN TRL E

WAYNESBORO, PA. 17268

CONTACT: VERNON ASHWAY

EMAIL: vla@washtwp-franklin.org

PHONE: 717-762-3128EXT. 1203

COMPANY: WAYNESBORO BOROUGH/

WAYNESBORO BOROUGH AUTH.

ADDRESS: 57 E MAIN ST

PO BOX 310

WAYNESBORO, PA. 17268

CONTACT: KEVIN GRUBBS

EMAIL: KEVIN@WAYNESBOROPA.GOV

PHONE: 717-762-2101EXT. 5

SHEET INDEX

SEQUENCE

NUMBER

SHEET

NUMBER SHEET TITLE

GENERAL

1 G-001 COVERSHEET

CIVIL

2 CI-101 KEYPLAN, LEGEND AND GENERAL NOTES

3 CI-201 PLAN AND PROFILE

4 CI-202 PLAN AND PROFILE

5 CI-501 DETAILS

6 CI-502 DETAILS

7 CI-701 EROSION AND SEDIMENTATION CONTROL PLAN - NOTES

8 CI-702 EROSION AND SEDIMENTATION CONTROL PLAN - DETAILS

9 CI-801 PENNDOT HOP - ENCROACHMENT CHART, NOTES AND DETAILS

http://www.ghd.com

MrA

DsBCsA MrA

HaB

DsC DsB CsA CsA

MrA

MrA

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

LS

W

LS

LS

S.R. 0016

SEGMENT - 590

OFFSET - 30+62

S.R. 0016

SEGMENT - 600

OFFSET - 0+00S.R. 0016

SEGMENT - 590

OFFSET - 27+80

LIMIT OF WORK

S.R. 0016

SEGMENT - 600

OFFSET - 8+14

LIMIT OF WORK

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

16 April 2026 - 1:46 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Civil\Sheets\12678282-GHD-00-DRG-00-CI-00101.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

CIVIL

KEYPLAN, GENERAL NOTES

AND LEGEND

CI-101

1 KEYPLAN

SCALE: 1"=60' 0 120'60'

N

EX. EDGE OF WATER

SOIL TYPE (TYP.)

(APPROXIMATE)

SOIL TYPE BOUNDARY

EX. ELECTRIC

EX. BUSHES/SHRUBS

EX. TREE LINE

EX. TREES

EX. FENCE

EX. WATER

EX. GAS

EX. PROPERTY LINE

EX. STORM SEWER

EX. SANITARY SEWER

EX. OVERHEAD ELECTRIC

EX. EXISTING RIGHT-OF-WAY

EX. GRAVEL ROAD

EX. INDEX CONTOUR

EX. INTERMEDIATE CONTOUR

EX. SPOT ELEVATION

EX. EDGE OF ROAD

EX. UNDERGROUND ELECTRIC

EX. OVERHEAD WIRE

LEGEND: (TYP. ALL PLAN SHEETS)

EX. BUILDINGS AND STRUCTURES

TOP OF BANK

GENERAL NOTES:

INLET PROTECTION

LIMIT OF DISTURBANCE

NEW WATERLINE (OPEN CUT)

CFS CFS COMPOST FILTER SOCK

SURVEY NOTES:

1. TOPOGRAPHIC DATA SHOWN IS TAKEN FROM: 9374 WTMA.dwg SURVEYED BY: R. LEE ROYER & ASSOCIATES, INC., 10764 BUCHANAN TRAIL

EAST, WAYNESBORO, PA 17268, (717) 762-5619 PHONE.

2. EXISTING TOPOGRAPHIC AND BOUNDARY CONDITIONS ON THIS PLAN HAVE BEEN ESTABLISHED THROUGH FIELD SURVEY.

3. THIS SURVEY HORIZONTALLY REFERENCES THE NORTH AMERICAN DATUM OF 1983 (NAD 83-2011)(EPOCH:2010:0000) PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (3702) GRID, ESTABLISHED VIA KEYNETGPS VRS (VIRTUAL REFERENCE STATION SYSTEM).

4. CONTOURS SHOWN HEREON ARE 2008 LIDAR CONTOURS TAKEN FROM THE PA SPATIAL DATA ACCESS REPOSITORY. THE VERTICAL DATUM REFERENCED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED VIA KEYNETGPS VRS (VIRTUAL REFERENCE

STATION SYSTEM).

5. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY BE SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS, EITHER RECORDED OR UNRECORDED. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE AND

CURRENT TITLE SEARCH MAY DISCLOSE OTHER THAN WHAT IS SHOWN ON THIS PLAN.

6. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND FEATURES, FIELD OBSERVATIONS/SURVEY, AND RECORD DRAWINGS PROVIDED BY UTILITY COMPANIES. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITY LINES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

1. CONTRACTOR TO DIG TEST PITS TO VERIFY THE TYPE, SIZE, DEPTH AND LOCATION OF ALL EXISTING FACILITIES.

2. NEW WATER SERVICES WILL BE A MINIMUM OF FOUR (4) TO A MAXIMUM OF SIX (6) FEET DEEP, UNLESS OTHERWISE

INDICATED ON THE PROFILES.

3. CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF ACT 187 WITH PROVISIONS FOR NOTIFICATION OF UTILITIES AND PROTECTION OF EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF THE PROJECT. THE ONE UNDERGROUND

UTILITIES LOCATION CALL NUMBER IS (800) 242-1776.

4. IMPLEMENT SOIL CONSERVATION MEASURES BEFORE STARTING CONSTRUCTION. SEE DRAWINGS CI-701 and CI-702 FOR

E&S NOTES AND DETAILS.

5. THE LOCATION, DEPTH, SIZE, AND TYPE OF EXISTING UTILITIES (ELECTRIC, GAS, TELEPHONE, TV CABLE, WATER, SANITARY SEWERS, STORM SEWERS, ETC.) SHOWN ON THE DRAWINGS MAY NOT BE ACCURATE. IN MANY CASES, THE ACTUAL LOCATION AND INVERT OF THESE UTILITIES IS NOT KNOWN. INDIVIDUAL UTILITY SERVICES FOR HOUSES AND BUILDINGS ARE NOT SHOWN. EXACT LOCATIONS AND DEPTHS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

THE CONTRACTOR SHALL TEST PIT, AS REQUIRED, TO ESTABLISH THE THE LOCATION OF THESE FACILITIES SO APPROPRIATE ADJUSTMENT TO THE PROPOSED WATERLINE DESIGN MAY BE MADE, IF NECESSARY.

6. AT THE END OF EACH WORK DAY, THE EXCAVATED TRENCHES SHALL BE COMPLETELY BACKFILLED AND/OR STEEL

PLATES SHALL BE PLACED OVER THE EXCAVATION.

7. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AND MAILBOXES DURING THE COURSE OF THE WORK.

8. ALL PROPERTY SURVEY PINS, MARKERS, AND/OR STAKES REMOVED DURING CONSTRUCTION SHALL BE REPLACED BY

CONTRACTOR'S PROFESSIONAL SURVEYOR.

CI-201 CI-202

NEW WATER SERVICE, CURB STOP, AND WATER METER

EX. UNDERGROUND FIBER OPTIC

FULL WIDTH

MILL AND

OVERLAY

MILL AND

OVERLAY AREA

S.R. 0016

SEGMENT - 590

OFFSET - 30+62

S.R. 0016

SEGMENT - 600

OFFSET - 0+00

S.R. 0016

SEGMENT - 590

OFFSET - 27+80

LIMIT OF WORK

MrA

CsA MrA

HaB

DsC DsB

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

LS

W

W

0+00

1+00 2+00 3+00

4+00

0+00 1+00 2+00 3+00 4+00

CONNECT TO

EXISTING

NEW

BEND

NEW

BEND NEW 8" PVC

WATERLINE

4' MI

N.

NEW 8"

GATE VALVE

NEW LOCATE

ASSEMBLY

BELL RESTRAINTS

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

16 April 2026 - 1:49 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Civil\Sheets\12678282-GHD-00-DRG-00-CI-00201.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

CIVIL

PLAN AND PROFILE

CI-201

MATCHLINE SEE DRAW

ING

1 PLAN

SCALE: 1"=30'

0 60'30'

N

1 PROFILE

SCALE: H 1"=30, V 1"=10'

0 20'10'

CONNECT TO

EXISTING

NEW

BEND

NEW

BEND

NEW 8" PVC

WATERLINE

(TYP.)

EXISTING WATER SERVICE,

CURB BOX/STOP AND METER

(TO BE REPLACED AND

RECONNECTED TO

NEW 8" PVC WATERLINE)

(TYP.)

EXISTING

2" WATERLINE

(TO BE CAPPED

AND ABANDONED)

NEW 8"

LINESTOP

INLET

PROTECTION

(TYP.)

NEW 8"

GATE VALVE

FULL WIDTH

MILL AND

OVERLAY

MILL AND

OVERLAY AREA

NEW LOCATE

ASSEMBLY

EXISTING

2" WATERLINE

(TO BE CAPPED

AND ABANDONED)

S.R. 0016

SEGMENT - 600

OFFSET - 8+14

LIMIT OF WORK

DsBCsA CsA

MrA

MrA

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

W

+1

5+00 6+00 7+00

8+00

9+00

10+00

+0

LS

LS

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50

NEW

BEND NEW 8"

GATE VALVE

NEW

8x8 TEE

4' MI

N.

NEW 8" PVC

WATERLINE

NEW

BEND

NEW LOCATE

ASSEMBLY

BELL RESTRAINTS

NEW 8x6

HYDRANT

TEE

CONNECT TO

EXISTING

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

16 April 2026 - 1:53 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Civil\Sheets\12678282-GHD-00-DRG-00-CI-00201.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

CIVIL

PLAN AND PROFILE

CI-202

MA

TC

HL

IN

E

SE

E

DR

AW

IN

G

1 PLAN

SCALE: 1"=30'

0 60'30'

N

1 PROFILE

SCALE: H 1"=30, V 1"=10'

0 20'10'

NEW

BEND

NEW 8" PVC

WATERLINE

(TYP.)

EXISTING WATER SERVICE,

CURB BOX/STOP AND METER

(TO BE REPLACED AND

RECONNECTED TO

NEW 8" PVC WATERLINE)

(TYP.)

NEW:

-8x8 TEE -8" G.V. (3) -8x6 REDUCER

-CONNECT TO

EXISTING

EXISTING

2" WATERLINE

(TO BE CAPPED

AND ABANDONED)

FULL WIDTH

MILL AND

OVERLAY

NEW:

-iHYDRANT

-6" VALVE

-8x6 TEE

NEW 6"

LINESTOP

NEW 8"

LINESTOP

EXISTING

2" WATERLINE

(TO BE CAPPED

AND ABANDONED)

CUT AND CAP

EX. 2" WATER

SHEET KEYNOTES

1. CONTRACTOR TO INSTALL BELL RESTRAINTS ON EXISTING 6" MAIN PRIOR TO INSTALLING

6" LINE STOP.

2. CONTRACTOR TO PROVIDE TEMPORARY SERVICE FOR #10764 DURING CONSTRUCTION.

3. CONTRACTOR TO TEST PIT TO LOCATE WATER SERVICE FOR HOUSE #10763.

MILL AND

OVERLAY AREA

NEW LOCATE

ASSEMBLY

TO

DE

TE

CT

ION

TA

PE

6" (MIN.)

DE

PT

H

VA

RI

ES

4'

MI

NI

MU

M

" M

IN

O.

D.

MIN. MIN.

O.D.6" 6"

BE

DD

IN

G

LIM

IT

O F

PI

PE

12"TRENCH

WIDTH

ALL TEMPORARY AND PERMANENT PAVEMENT REQUIREMENTS

MIN.

(TYP.)

PER TOWNSHIP OR PENNDOT REQUIREMENTS

NOTE:

1. BACKFILL AND COMPACTION REQUIREMENT APPLIES TO PAVED ROADWAYS AND

SHOULDERS OF PROPOSED AND EXISTING STREETS (OTHER THAN STATE HIGHWAYS),

PAVED DRIVEWAYS, AND SIDEWALKS.

UNDISTURBED OR WELL

TAMPED EARTH OR

ROCK SUBGRADE

AGGREGATE. TRENCH BACKFILL PER TOWNSHIP

REQUIREMENTS, OR CONFORMING TO PA DOT PUBLICATION

408 WITHIN LIMITS OF STATE HIGHWAY RIGHTS-OF-WAY.

AASHTO NO. 8 BEDDING (OR NO. 57 AGGREGATE BEDDING)

4'

MI

NI

MU

M

OF

C

OV

ER

6" (MIN.)

O.

D.

" M

IN

FINISH GRADE

6"6"

LIM

IT

O F

PI

PE

BE

DD

IN

G

MIN.

O.D.

MIN.

SE

E

NO

TE

6" TOPSOIL (MIN.) OR 6" PA NO. 2A

OR WATER SERVICE

WATER MAINUNDISTURBED OR WELL TAMPED

EARTH OR ROCK SUBGRADE

TRENCH BACKFILL MATERIAL COMPACTED IN 6" LAYERS WITH

WACKER OR ROLLER, OR

18" LAYERS WITH HOE MOUNTED PLATE TAMPER, OR

CONFORMING TO PA DOT PUBLICATION 408 WITHIN LIMITS OF

STATE HIGHWAY RIGHT-OF-WAY.

COARSE AGGREGATE (AS REQUIRED)

AASHTO NO. 8 BEDDING (OR NO. 57 AGGREGATE BEDDING)

DETECTION TAPE (24" MIN. FROM TOP OF PIPE)

LATERAL

6" (MIN.)

O.

D.

" M

IN

6"6"

DETECTION TAPE

LIM

IT

O F

PI

PE

BE

DD

IN

G

MIN.

O.D.

MIN.

2'

MI

N.

AG

GR

EG

AT

E

DEPTH AS REQUIRED

R-3 BEDDING

EARTH OR ROCK

STABLE UNDISTRUBED

TA

PETO

DE

TE

CT

IO

N

WATER MAIN

OR WATER

REFERENCE APPROPRIATE

TRENCH DETAIL

NOTE:

1. IF STABLE UNDISTURBED EARTH OR ROCK UNATTAINABLE,

STABILIZATION METHOD TO BE DETERMINED BY ENGINEER.

AASHTO NO. 8 (OR NO. 57 COARSE

AGGREGATE BEDDING

IF APPROVED BY AUTHORITY)

SERVICE LATERAL

PROVIDE MASONRY

SUPPORTS AS REQUIRED

TO PREVENT PIPE MOVEMENT

SECURE PIPE USING NO.5

STEEL REINFORCING RODS

WITH WIRE, SPACED AS

REQUIRED TO PREVENT

PIPE FLOTATION

MI

N.

6" 6"

1'-0"

PENNDOT

CLASS A (3000 PSI)

CONCRETE

1 TRENCH BACKFILL DETAIL IN PAVED AREAS

NO SCALE 2 TRENCH BACKFILL DETAIL IN UNPAVED AREAS

NO SCALE 3 UNSUITABLE MATERIAL EXCAVATION

NO SCALE

6 UNSUITABLE MATERIAL EXCAVATION

NO SCALE

EXISTING DRIVEWAY

6" 2A STONE

NOTE:

HMA WEARING COURSE PG64-22

0.3 MILLION TO < 3 MILLION ESAL'S

9.5mm, 1-1/2" DEPTH, SRL-L

WIDTH VARIES

FULL DEPTH SAWCUT,

SEAL WITH PG64-22

SEALANT MATERIAL

(TYP.)

SUPERPAVE ASPHALT MIXTURE DESIGN,

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA BASE COURSE, PG64-22,

25mm, 4" DEPTH

(SEE NOTE)

PAVEMENT DEPTHS SHOULD BE AS CALLED OUT

OR MATCH EXISTING WHICHEVER IS GREATER.

EXISTING ROAD

1'

CUTBACK

1'

CUTBACK

AGGREGATE BACKFILL

NO. 2A COARSE

TRENCH WIDTH

6" 2A SUBBASE

TACK COAT

(TYP.)

FULL DEPTH SAWCUT,

SEAL WITH PG64-22

SEALANT MATERIAL

FINAL SAWCUT FOR

FOR TRENCHING

INITIAL SAWCUT

1' CUT BACK

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA BASE COURSE, PG64-22,

0.3 MILLION TO < 3 MILLION ESAL'S

25mm, 5" DEPTH

2A COARSE AGGREGATE

EXISTING GROUND

AND/OR PAVEMENT

TRENCH

WIDTH

PAVING MATERIAL (COLD PATCH)

2" (COMPACTED) 2P OR 3P

6" COMPACTED SUBBASE

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA BASE COURSE, PG64-22,

0.3 MILLION TO < 3 MILLION ESAL'S

19mm, 3" DEPTH

OR

LIM

IT

O F

PI

PE

BE

DD

IN

G

6" MIN.

PA NO. 2A COARSE

AGG. TRENCH BACKFILL

MACHINE TAMPED BACK-

FILL IN 8" LAYERS

O.D.

6" M

IN

MIN.

12" O.D.

MIN.

12"

1B STONE

ALL AROUND PIPE

3' MIN.

5' MAX.

WATER SERVICE

UNDISTURBED

EARTH OR ROCK

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA WEARING, PG64-22,

0.3 MILLION TO < 3 MILLION ESAL'S

9.5mm, 1-1/2" DEPTH, SRL-H

DETECTION TAPE

(24" MIN. ABOVE PIPE)

4 TRENCH DETAIL FOR WATER SERVICE

NO SCALE

7 TEMPORARY PAVING RESTORATION

NO SCALE

PENNDOT TRENCH AND PAVING

RESTORATION DETAIL

NO SCALE 10 ASPHALT DRIVEWAY RESTORATION DETAIL

NO SCALE 11

(TOWNSHIP STREETS)

TRENCH RESTORATION DETAIL

NO SCALE

4" OF TOPSOIL TO BE PLACED ON ALL DISTURBED LAWN AREAS.

NOTES:

1.

12"

MIN.

(TYP.)

" M

IN

BE

DD

IN

G

LIM

IT

O F

PI

PE

TRENCH

WIDTH

6"6" O.D.

AG

GR

EG

AT

E

DE

PT

H

VA

RI

ES

4'

MI

NI

MU

M

1'

MI

N.

MIN.

O.

D.

6" (MIN.)

MIN. DETECTION TAPE

AASHTO NO. 8 OR NO. 57

AGGREGATE BEDDING

PA NO. 2A COARSE AGG. TRENCH BACKFILL MACHINE

TAMPED IN 8" LAYERS TO 100% MIN. COMPACTION PER

ASTM D-698 (STD.) (SEE NOTE)

NOTES:

1. USE MECHANICAL TAMPERS OR OTHER COMPACTION EQUIPMENTACCEPTABLE TO PENNDOT.

2. ROAD RESTORATION SHALL CONFORM TO ALL PENNDOT REQUIREMENTS.

WATERLINE

UNDISTURBED

EARTH OR ROCK

PAINT VERTICAL EDGE OF

EXISTING PAVING WITH PG 64S-22

BEFORE PAVING.

SPAV, WRG, PG 64E-22, 12.5 MM MIX,

0.3 TO < 3.0 MILLION ESALS,

DEPTH 2.0", SRL-H

SPAV, BASE, PG 64S-22, 25.0 MM

MIX, 0.3 TO < 3.0 MILLION ESALS,

DEPTH 10.0" OR MATCH EXISTING

WHICHEVER IS GREATER

LOCATION CABLE

LOCATION CABLE

LOCATION CABLE

LOCATION CABLE

LOCATION CABLE

1'-0"

MIN.

TRENCH

MIN.

1'-0"

EXISTING

PAVEMENT

BITUMINOUS TACK COAT

EXISTING

PAVEMENT

INITIAL SAWCUT

FOR TRENCHING

FINAL SAWCUT FOR

1' CUT BACK

NO. 2A COARSE

AGGREGATE BACKFILL

BITUMINOUS TACK COAT

FINAL RESTORATION

SEE MILL/OVERLAY DETAIL

8" TOTAL DEPTH

(TOP 2" TO BE

MILLED/OVERLAYED)

SPAV, WMA, BINDER COURSE,

PG 64S-22, 10.0 TO < 30.0 MILLION ESALS,

19.0 MM, 2" DEPTH TO BE MILLED OFF PRIOR

TO WEARING COURSE PLACEMENT

SPAV, WMA, BASE COURSE,

PG 64S-22, 10.0 TO < 30.0 MILLION ESALS,

25.0 MM, 10" DEPTH, 2 LIFTS OR MATCH

EXISTING, WHICHEVER IS GREATER

MILL/OVERLAY (WIDTH VARIES)

SPAV, WMA, WEARING COURSE, PG 64S-22,

10.0 TO < 30.0 MILLION ESALS, 12.5 MM,

2.0" DEPTH, SRL-H

EXISTING

PAVEMENT

SHOULDERSHOULDER

EXISTING

DROP OFF

(TYP.)

(VARIES 0-4")

SCRATCH/LEVELING COURSE (COMPACTED)

(AS REQUIRED BY ENGINEER)

CLASS E-1 EMULSIFIED ASPHALT TACK COAT

(SR 0016, SEGMENTS 0590 & 0600)

PENNDOT FULL WIDTH MILL/OVERLAY DETAIL

NO SCALE

(SR 0016, SEGMENT 0590 & 0600)

PENNDOT TRENCH PAVING RESTORATION DETAIL

NO SCALE

DETECTION TAPE

(MIN. 24" ABOVE PIPE)

NOTE:

1. BACKFILL AND COMPACTION REQUIREMENT APPLIES TO PAVED ROADWAYS AND

SHOULDERS OF PROPOSED AND EXISTING STREETS (OTHER THAN STATE HIGHWAYS),

PAVED DRIVEWAYS, AND SIDEWALKS.

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

28 April 2026 - 8:14 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Civil\Sheets\12678282-GHD-00-DRG-00-CI-00501.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

CIVIL

DETAILS

CI-501

EARTH

UNDISTURBED

EARTH

UNDISTURBED

TYPICAL PLUGS

PLAN ELEVATION

1'-0" MIN.

A CONCRETE

PENN DOT CLASS

NO SCALE

CONCRETE ENCASEMENT DETAIL

MI

N.C

EARTH

UNDISTURBED

A-WIDTH

B-HEIGHT

B

MIN.

C

45�

1'- 0"

2'-6" 2'-0" 2'-0"

CBA

8"

DIA.

PIPE PLUG OR TEE

TEES

PLAN

MI

N.C

A-WIDTH

B-HEIGHT

(TYPICAL)

ALL MJ FITTINGS TO BE

WRAPPED IN PLASTIC PRIOR

TO POURING REACTION BACKINGS

NOTE:

EXISTING ROAD

ELEVATION

VALVE BOX

ADJUSTABLE

THREE PIECE

GRASS

AS DIRECTED BY

HYDRANT

BLOCKS (TYP.)

SOLID CONCRETE

2A CRUSHED STONE

1/2 CU. YD. PA NO.

BASE

(NO JOINTS)

NEW 6" DIP

iHYDRANT

SECTION

BARREL

LOWER

SIDEWALK

2"

" M

IN

" M

AX

2'-0"

MIN.

THE OWNER

4'- 0"

M

IN

AT ALL FITTINGS

6" GATE VALVE

MEGA LUGS

HYDRANT

TEE

ADJUSTABLE THREE PIECE

VALVE BOX

STORZ NOZZLE

ROAD

EDGE OF

4 FIRE iHYDRANT DETAIL

NO SCALE1 HORIZONTAL REACTION BACKING DETAILS

NO SCALE 2 VALVE BOX DETAIL

NO SCALE

NOTE:

1. ALL VALVES TO HAVE VALVE BOX ALIGNMENT

DEVICE.

LOCATION CABLE

LOCATION CABLE

LOCATION CABLE

5 SNAKEPIT® ACCESS POINT DETAIL

NO SCALE

AT-GRADE SNAKEPIT® ACCESS

POINT TO BE INSTALLED

DIRECTLY OVER MAINLINE

#12 AWG COPPERHEAD®

COPPER-CLAD STEEL-RED,

FACTORY CONNECTED TO

GROUND ROD.

DRIVE-IN MAGNESIUM

GROUND ROD

WATERLINE

WIRE CONTINUES

WITH WATERLINE

#12 AWG COPPERHEAD®

COPPER-CLAD STEEL-BLUE (TYP.)

COIL UP TO 1' OF EXTRA RED AND BLUE

WIRE IN ACCESS POINT. RED WIRE IS

FROM GROUND ROD AND BLUE WIRE IS

TRACER WIRE ON MAINLINE.

LC

WATER MAIN

EXISTING GROUND

NEW CURB BOX

(DEPTH 4 FEET MIN.)

MIN. 6" ALL AROUND

NO. 8 OR NO. 57

COURSE AGGREGATE

BEDDING MATERIAL

TAPPING SADDLE

W/ 3/4" CORPORATION

2'

CONCRETE BLOCK EARTH SIDE

3/4" HDPE SERVICE LINE

DETECTION TAPE

LOCATION CABLE

3/4" HDPE

NEW CURB STOP

EXISTING WATER SERVICE

RECONNECT TO EXISTING

3/4" X 3/4" COUPLING

NEW CURB BOX

LOCATION CABLE

METER PIT ASSEMBLY

(PROVIDED BY OWNER)

3 SERVICE CONNECTION W/ METER DETAIL

NO SCALE

NOTES:

1. ALL FITTINGS SHALL BE COMPRESSION TYPE WITH S.S. STIFFENERS.

2. BACKFILL BEDDING FOR SERVICE TO BE 6" ALL AROUND WITH 1B STONE.

3. EXISTING SERVICE SIZE, TYPE AND LOCATION TO BE VERIFIED BY

CONTRACTOR.

4. 4" OF TOPSOIL TO BE PLACED ON ALL DISTURBED YARD AREAS.

NEW STAINLESS

STEEL ROD

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

28 April 2026 - 8:58 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Civil\Sheets\12678282-GHD-00-DRG-00-CI-00501.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

CIVIL

DETAILS

CI-502

SOIL DESCRIPTION:

THE PROJECT INVOLVES EARTHMOVING IN AN AREA OF KARST GEOLOGY. THE DEVELOPMENT OF A SINKHOLE DURING OR AFTER CONSTRUCTION ACTIVITIES HAS THE POTENTIAL TO CAUSE POLLUTION. PLEASE REFERENCE STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTE 32 AND THE SINKHOLE REPAIR DETAILS INCLUDED ON THE PLAN DRAWINGS.

APPROXIMATE BOUNDARIES OF THE SOIL-MAPPING UNITS ARE SHOWN ON THE PLAN DRAWINGS. THIS INFORMATION IS OBTAINED FROM THE USDA NRCS ONLINE WEB SOIL SURVEY

(HTTP://WEBSOILSURVEY.NRCS.USDA.GOV/APP/).

SOILS FOUND WITHIN THE PROJECT AREA ARE CLASSIFIED AS FOLLOWS:

SOIL LIMITATION RESOLUTIONS:

· DEPTH TO SATURATION ZONE / FLOODING LIMITATIONS WILL BE ADDRESSED BY USE OF A PUMPED WATER FILTER BAG IF NECESSARY. PUMPED WATER FILTER BAGS MUST BE PLACED

AT LEAST 100 FEET FROM ANY STREAM BANKS IN WELL VEGETATED, FLAT AREAS.

· CONTRACTOR IS REQUIRED BY LAW TO FOLLOW OSHA REQUIREMENTS; THIS WILL ADDRESS ANY LIMITATIONS ASSOCIATED WITH UNSTABLE EXCAVATION WALLS.

· DUSTY AND TOO CLAYEY LIMITATIONS ARE NOT ANTICIPATED TO BE ENCOUNTERED FOR THIS PROJECT AS PROJECT ACTIVITIES WILL BE LOCATED IN THE ROADWAY AND WILL BE

STABILIZED AND RESTORED TO A PAVED ROADWAY UPON COMPLETION.

STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE E&S PLAN. A COPY OF THE E&S PLAN

DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

2. AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM

INCORPORATED AT 1-800-242-1776 OR 811 FOR BURIED UTILITIES LOCATIONS.

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

4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT BMPS AND SHALL ASSURE THAT THE E&S PLAN IS PROPERLY AND

COMPLETELY IMPLEMENTED.

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 DRAWINGS. THESE AREAS MUST

BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

8. SOIL STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. EXCESS EXCAVATED MATERIAL MUST BE HAULED AWAY IMMEDIATELY TO A

SITE WITH AN APPROVED E&S CONTROL PLAN.

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 CONSERVATION DISTRICT.

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 CONSERVATION DISTRICT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

12.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL OR IS OTHERWISE AUTHORIZED FOR USE ON THE PROJECT SITE. FORM FP-001, CERTIFICATION OF CLEAN FILL, MUST BE COMPLETED AND SUBMITTED TO DEP (ELECTRONICALLY ON THE DEP WEBSITE) PRIOR TO MOVEMENT OF CLEAN FILL TO THE RECEIVING SITE. FORM FP-001 MUST BE COMPLETED AND SUBMITTED REGARDLESS OF WHETHER SAMPLING AND ANALYSIS ARE PERFORMED AS PART OF ENVIRONMENTAL DUE

DILIGENCE.

13.ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE THROUGH A SEDIMENT CONTROL BMP SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL

FACILITY, DISCHARGING OVER UNDISTURBED VEGETATED AREAS.

14.EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER, WITHIN 100 FEET OF A SURFACE WATER, AND ON ALL OTHER DISTURBED AREAS

SPECIFIED ON THE PLAN DRAWINGS AND/OR DETAIL SHEETS.

15.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, REGRADING, 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.

16.SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORKDAY 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 TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES; 6 - 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL.

AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES 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 100 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 CONSERVATION DISTRICT.

29.AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL IS TO BE DONE ONLY DURING THE GERMINATING SEASON.

30.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.

31.CONTRACTOR IS REQUIRED TO HAVE A PREPAREDNESS, PREVENTION AND CONTINGENCY (PPC) PLAN FOR THE PROJECT SITE. PPC PLAN IS TO BE DEVELOPED AND IMPLEMENTED IN ACCORDANCE WITH PA DEP REQUIREMENTS AND IS TO BE IN PLACE BEFORE CONSTRUCTION IS STARTED.

32.THE PROJECT IS LOCATED IN AN AREA OF KARST GEOLOGY. IF A SINKHOLE DEVELOPS DURING CONSTRUCTION, STORMWATER SHALL BE DIRECTED AWAY FROM THE SINKHOLE.

SINKHOLES SHALL BE REPAIRED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLAN DRAWINGS AND SHALL BE REPAIRED UNDER THE DIRECT OBSERVATION AND SUPERVISION

OF A GEOLOGIST OR LICENSED GEOTECHNICAL ENGINEER.

GENERAL STAGING OF CONSTRUCTION ACTIVITIES:

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE.

AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM

INCORPORATED AT 1-800-242-1776 OR 811 FOR BURIED UTILITIES LOCATIONS.

EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.

THE GENERAL CONSTRUCTION SEQUENCE WILL BE AS FOLLOWS:

1. CLEARLY FIELD MARK THE LIMITS OF DISTURBANCE SHOWN ON PLAN DRAWINGS PRIOR TO THE START OF ANY EARTH MOVING ACTIVITIES.

2. PRIOR TO BEGINNING ANY EARTH DISTURBANCE ACTIVITIES, INSTALL EROSION AND SEDIMENTATION CONTROLS AS SHOWN ON THE PLAN DRAWINGS (INLET PROTECTION).

3. CLEAR AREA AS NECESSARY. SET UP FIELD OFFICES AND STAGING AREA.

4. TRENCH EXCAVATION IS LIMITED TO THE LENGTH OF PIPE PLACEMENT AND BACKFILLING THAT CAN BE COMPLETED IN THE SAME DAY. EXCAVATED TRENCHES SHALL BE THE MINIMUM WIDTH NECESSARY TO INSTALL WATER LINE AND IN COMPLIANCE WITH ALL OSHA REQUIREMENTS. EXCAVATED MATERIAL IS TO BE REMOVED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NO MORE THAN 50 LINEAR FEET OF OPEN TRENCH IS TO EXIST WHEN UTILITY LINE INSTALLATION CEASES AT THE END OF THE WORKDAY.

5. ROUGH GRADE THE SITE WHERE EARTH DISTURBANCE WILL BE OCCURRING OR AS NECESSARY.

6. TRENCH TO BE EXCAVATED TO THE SUBGRADE ELEVATION AS REQUIRED AND SHOWN ON THE DRAWINGS. EXCAVATED MATERIALS IS TO BE THE MINIMUM WIDTH NECESSARY TO INSTALL THE UTILITY LINE. EXCAVATED MATERIAL IS TO BE REMOVED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY TRENCH DEWATERING SHALL BE PUMPED TO A SEDIMENTATION FILTER BAG. FILTER BAGS TO BE PLACED AT LEAST 50 FEET FROM ANY STREAMBANKS IN WELL VEGETATED FLAT AREAS.

7. EXCAVATED MATERIAL IN PAVED AREAS SHALL BE HAULED AWAY IMMEDIATELY TO A DESIGNATED AREA HAVING AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.

8. REPLACE WATERMAIN AND BACKFILL ACCORDINGLY.

9. RESTORE PAVING AND/OR CURBING WHERE APPLICABLE.

10. FINAL PLACEMENT OF TOPSOIL, SEEDING, AND MULCHING OF ALL CONSTRUCTION AREAS THAT ARE NOT TO BE PAVED. (NOTE: SEE SPECIFIC REQUIREMENTS IN SEEDING AND

FERTILIZING SECTION).

11. UPON FINAL COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, ALL AREAS DISTURBED DURING CONSTRUCTION THAT RE NOT TO BE PAVED SHALL IMMEDIATELY HAVE TOPSOIL RESTORED, REPLACED, OR AMENDED, SEEDED FERTILIZED, MULCHED OR OTHERWISE PERMANENTLY STABILIZED AND PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION ACCORDING TO THE SEEDING AND FERTILIZING SECTION OF THE PLAN.

12. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMP'S MUST BE REMOVED. AREAS DISTURBED DURING THE REMOVAL PROCESS MUST BE STABILIZED

IMMEDIATELY.

STABILIZATION SPECIFICATIONS:

1. E&S BMPS MUST REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP.

2. UPON COMPLETION OR TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE SITE SHALL BE IMMEDIATELY STABILIZED.

3. FOR AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY TO BE CONSIDERED PERMANENTLY STABILIZED, ANY DISTURBED AREAS THAT ARE NOT TO BE PAVED SHALL BE COVERED WITH ONE A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION OR OTHER ACCEPTABLE BMP WHICH PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION.

4. E&S BMPS SHALL BE IMPLEMENTED AND MAINTAINED UNTIL THE PERMANENT STABILIZATION IS COMPLETED. ONCE PERMANENT STABILIZATION HAS BEEN ESTABLISHED, THE TEMPORARY E&S BMPS SHALL BE REMOVED. ANY AREAS DISTURBED IN THE ACT OF REMOVING TEMPORARY E&S BMPS SHALL BE PERMANENTLY STABILIZED UPON COMPLETION OF

THE TEMPORARY E&S BMP REMOVAL ACTIVITY.

5. UPON FINAL COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, ALL AREAS DISTURBED DURING CONSTRUCTION THAT ARE NOT TO BE PAVED SHALL IMMEDIATELY HAVE TOPSOIL RESTORED, REPLACED, OR AMENDED, SEEDED, FERTILIZED, MULCHED OR OTHERWISE PERMANENTLY STABILIZED AND PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION ACCORDING TO THE SEEDING AND FERTILIZING SECTION.

6. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE THE DISTURBED AREAS.

7. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER, SEEDED AREAS WITHIN 100 FEET OF A SURFACE WATER REGARDLESS OF SLOPE, ON ALL AREAS OF CONCENTRATED FLOWS, AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

STAGING, LAYDOWN, AND EQUIPMENT STORAGE AREAS:

STAGING, LAYDOWN AND EQUIPMENT STORAGE AREAS ARE NOT ANTICIPATED BUT IF USED WILL BE CONFIRMED BY THE CONTRACTOR IN CONSULTATION WITH WTMA. THE CONTRACTOR IS REQUIRED TO PROVIDE ADEQUATE EROSION AND SEDIMENTATION CONTROL FOR THESE AREAS AS NECESSARY.

STORAGE AND DISPOSAL AREAS FOR EXCESS EXCAVATED MATERIAL:

AREAS USED FOR STORAGE AND DISPOSAL OF EXCESS EXCAVATED MATERIAL WILL BE DETERMINED BY THE CONTRACTOR IN CONSULTATION WITH THE WTMA. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MUST ENSURE THAT THE SITE RECEIVING THE EXCESS MATERIAL HAS AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, AS NECESSARY, THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR OTHER STATE AND FEDERAL REGULATIONS AND, IF REQUIRED BY THE SIZE OF THE AREA, AN NPDES PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

RECYCLING:

WHEREVER POSSIBLE, RECYCLING OF WASTE MATERIALS IS PREFERRED RATHER THAN DISPOSAL. THE CONTRACTOR SHALL ENSURE THAT MECHANISMS ARE IN PLACE TO CONTROL WASTE MATERIALS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO, EXCESS SOIL MATERIALS, BUILDING MATERIALS, CONCRETE WASH WATER, SANITARY WASTES, ETC.

THAT COULD ADVERSELY IMPACT WATER QUALITY. THE CONTRACTOR SHALL REMOVE FROM SITE, RECYCLE OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH PA DEP'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1 ET. SEQ., AND 287.1 ET. SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR

DISCHARGE ANY BUILDING MATERIAL OR WASTE AT THE SITE.

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL BMPS

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ONGOING MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL FACILITIES THROUGHOUT THE PERIOD OF CONSTRUCTION

AND UNTIL SUCH TIME THAT THE SITE IS DEEMED PERMANENTLY STABILIZED.

2. UNTIL THE SITE IS STABILIZED, ALL E&S BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL E&S BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

3. 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.

4. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION WILL BE RETURNED TO UPLAND AREAS ON SITE AND INCORPORATED INTO THE SITE GRADING.

5. OTHER CONTROL MEASURES INDICATED IN THE EROSION AND SEDIMENTATION CONTROL NOTES SHALL BE MAINTAINED.

SEEDING AND FERTILIZING:

1. TEMPORARY SEEDING

TEMPORARY SEED IS TO BE ANNUAL RYEGRASS WITH 95% PURITY, 85% GERMINATION, AND 0.10% MAX WEED SEED.

SEEDING RATE IS TO BE 40 LBS/ACRE. SEEDING DATES MARCH 15 TO OCTOBER 15.

2. PERMANENT SEEDING

SEED MIXTURES ARE PER THE PENN STATE “EROSION CONTROL AND CONSERVATION PLANTINGS ON NONCROPLAND.”

NOTES:

1. MINIMUM SEED LOTS ARE TRULY MINIMUM, AND SEED LOTS TO BE USED FOR REVEGETATION PURPOSES SHOULD EQUAL OR EXCEED THESE STANDARDS.

2. USE A NAMED VARIETY THAT ORIGINATED IN PENNSYLVANIA OR THE EASTERN UNITED STATES.

3. USE A MIXTURE OF LOW-GROWING PASTURE TYPE, SUCH AS EMPIRE, LEO OR NORCEN, AND A TALL-GROWING HAY TYPE, SUCH AS VIKING.

4. USE JOHNSTONE, BARCEL OR FESTORINA VARIETY, WHICH ARE ENDOPHYTE-FREE TALL FESCUE VARIETIES.

SEEDING DATES: MARCH 15 TO JUNE 1 AND AUGUST 1 TO OCTOBER 15. RYEGRASS PORTION: MARCH 15 TO OCTOBER 15.

AFTER SEEDING, FERTILIZER AND MULCH HAVE BEEN APPLIED, ALL SLOPES 3H:1V OR GREATER, SEEDED AREAS WITHIN 100 FEET OF A SURFACE WATER REGARDLESS OF SLOPE, ON ALL AREAS OF CONCENTRATED FLOWS, AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS SHALL HAVE EROSION CONTROL MAT INSTALLED IN

ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 806.2(A).

3. FERTILIZING AND LIMING

COMMERCIAL FERTILIZER CONFORMING TO THE REQUIREMENTS OF THE PENNSYLVANIA SOIL CONDITIONER AND PLANT GROWTH SUBSTANCE LAW. PULVERIZED AGRICULTURAL LIMESTONE CONFORMING TO THE REQUIREMENTS OF THE AGRICULTURAL LIMING MATERIALS ACT.

TEMPORARY SEEDING FERTILIZER TO BE 10-10-10 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 500 LB/ACRE; AGRICULTURAL LIMESTONE RATE TO BE 1 TON/ACRE.

PERMANENT SEEDING FERTILIZER TO BE 10-20-20 ANALYSIS COMMERCIAL FERTILIZER; FERTILIZER RATE TO BE 1000 LB/ACRE; AGRICULTURAL LIMESTONE RATE TO BE 6 TONS/ACRE.

4. MULCHING

MULCH MATERIAL, MULCH BINDERS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SECTION 805 AND WITH THE PA DEP EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, DATED MARCH 2012. MULCH RATE FOR HAY AND STRAW TO BE 3 TONS/ACRE.

STRAW AND HAY MULCH ARE TO BE ANCHORED OR TACKIFIED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN; ANCHORING MAY BE DONE BY “CRIMPING” THE STRAW OR HAY INTO THE SOIL, STAPLING MULCH CONTROL NETTING OVER THE MULCH OR USING RECYCLED CELLULOSE FIBER BINDER. IF “CRIMPING” IS USED, SLOPES MUST BE LESS THAN 3H:1V, AND THE MACHINERY IS TO BE OPERATED ON THE CONTOUR. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. MULCH ON SLOPE OF 8% OR STEEPER SHOULD BE HELD IN PLACE WITH NETTING. IF MULCH CONTROL NETTING IS USED, IT IS TO BE STAPLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. BINDER

RATE TO BE 160 LBS/1,000 SQ. YD. FOR RECYCLED CELLULOSE BINDER.

MULCHING WITHOUT SEEDING IS TO BE USED AS AN INTERIM STABILIZATION CONTROL DURING NON-GROWING SEASONS OF THE YEAR.

5. TOPSOIL

A MINIMUM OF SIX (6) INCHES OF TOPSOIL SHALL BE PLACED ON ALL DISTURBED AREAS PRIOR TO SEEDING. TOPSOIL SHALL BE APPLIED BY SPREADING 2 TO 3 INCHES OF THE TOPSOIL, TILLING IT INTO THE SUBSOIL, AND THEN APPLYING THE REMAINING TOPSOIL.

RECEIVING STREAM NAMES/CHAPTER 93 CLASSIFICATION:

RED RUN - CWF (COLD WATER FISHES)

CLEAN FILL REQUIREMENTS:

1. WITH THE EXCEPTION OF SITES ENROLLED IN DEP'S LAND RECYCLING AND ENVIRONMENTAL REMEDIATION STANDARDS (ACT 2) PROGRAM, ALL FILL MATERIAL EXCAVATED AND USED

ON-SITE, IMPORTED TO THE SITE, AND EXPORTED FROM THE SITE, SHOULD MEET THE DEFINITION OF CLEAN FILL CONTAINED IN DEP'S MANAGEMENT OF FILL POLICY (DOCUMENT ID NO. 258-2182-773). REGULATED FILL MAY ONLY BE USED ON ACT 2 SITES, IN ACCORDANCE WITH STANDARDS ESTABLISHED BY DEP'S LAND RECYCLING AND ENVIRONMENTAL

REMEDIATION STANDARDS PROGRAM.

2. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NONWATER-SOLUBLE, NONDECOMPOSABLE, INERT SOLID MATERIAL USED TO LEVEL AN AREA OR BRING AN AREA TO GRADE. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH. ALTHOUGH THE PLACEMENT OF CLEAN FILL IN OR ON WATERS OF THE COMMONWEALTH CANNOT BE MANAGED UNDER THIS POLICY, PLACEMENT OF CLEAN FILL IN OR ON WATERS OF THE COMMONWEALTH MAY BE APPROVED UNDER A SEPARATE DEP AUTHORIZATION. THE TERM INCLUDES ONLY THOSE MATERIALS THAT ARE IDENTIFIED AS “FILL,” AS THE TERM IS DEFINED IN THIS POLICY. THE TERM DOES NOT INCLUDE FILL THAT HAS BEEN BLENDED, MIXED OR TREATED WITH THE PURPOSE OF MEETING THE DEFINITION OF “CLEAN FILL” AND THAT WITHOUT BEING BLENDED, MIXED OR TREATED WOULD FAIL TO MEET THE NUMERIC LIMITS IDENTIFIED IN THE DEFINITION OF “UNCONTAMINATED MATERIAL” CONTAINED IN THIS POLICY.

3. ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES USED TO DETERMINE WHETHER FILL FROM A DONOR SITE HAS BEEN AFFECTED BY A RELEASE OF A REGULATED SUBSTANCE.

INVESTIGATIVE TECHNIQUES INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF OWNERSHIP AND HISTORICAL USE OF A PROPERTY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS, AUDITS, OR PROCEDURES OUTLINED IN ASTM STANDARD E1527-13. A SINGLE INVESTIGATIVE TECHNIQUE MAY NOT BE USED AS THE BASIS FOR ENVIRONMENTAL DUE DILIGENCE. ENVIRONMENTAL DUE DILIGENCE INCLUDES VISUAL PROPERTY INSPECTION AND A REVIEW OF OWNERSHIP AND HISTORICAL PROPERTY USE, AT A MINIMUM, UNLESS ANALYTICAL SAMPLING IS PERFORMED IN LIEU OF A REVIEW OF OWNERSHIP AND HISTORICAL PROPERTY USE. ANALYTICAL TESTING IS NOT A REQUIRED PART UNLESS ENVIRONMENTAL DUE DILIGENCE INDICATES THAT THE FILL MAY HAVE BEEN AFFECTED BY A RELEASE OF A REGULATED SUBSTANCE. IF DUE DILIGENCE SHOWS EVIDENCE THAT THE FILL MAY HAVE BEEN AFFECTED BY A RELEASE OF A REGULATED SUBSTANCE, THE FILL MUST BE TESTED TO DETERMINE IF IT IS CLEAN FILL OR REGULATED FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF

THE DEPARTMENT'S POLICY “MANAGEMENT OF CLEAN FILL.”

4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL OR IS OTHERWISE AUTHORIZED FOR USE ON THE PROJECT SITE. FORM FP-001, CERTIFICATION OF CLEAN FILL MUST BE COMPLETED AND SUBMITTED TO DEP (ELECTRONICALLY ON THE DEP WEBSITE) PRIOR TO MOVEMENT OF CLEAN FILL TO THE RECEIVING SITE. FORM FP-001 MUST BE COMPLETED AND SUBMITTED REGARDLESS OF WHETHER SAMPLING AND ANALYSIS ARE PERFORMED AS PART OF ENVIRONMENTAL DUE DILIGENCE. BOTH THE DONOR SITE AND THE RECEIVING SITE MUST RETAIN COPIES OF THE COMPLETED FORM FP-001 FOR A PERIOD OF FIVE (5) YEARS AND MUST BE MADE AVAILABLE

UPON REQUEST BY DEP OR CCD.

5. NO REGULATED FILL REQUIRING A PERMIT FROM DEP'S WASTE MANAGEMENT PROGRAM WILL BE IMPORTED TO, EXPORTED FROM, OR OTHERWISE UTILIZED ON THE PROJECT SITE.

M. KRIEGER

WASHINGTON TOWNSHIP

MUNICIPAL AUTHORITY

E. CHEESEMAN

WTMA - ROUTE 16 WATER MAIN

REPLACEMENT

12678282 APRIL 2026

16 April 2026 - 3:06 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12678282-WTMA Route 16 WMR\Project Files\01 WIP\Civil\Sheets\12678282-GHD-00-DRG-00-CI-00701.dwgBrad Anderson

No. Checked Date

Project No. Scale

Title Size Bar is 1" on original size sheet

Sheet No.

Project

Client

Plot Date: Plotted By:

Issue Approved Drafting Check

Designer Design Check

Project Manager

Project Director

Date

Path and Filename:

1"

Author

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use

GHD

T

Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011, USA

717.541.0622

ARCH D

B. ANDERSON

J. HAMSHER

B. ANDERSON

R. CECCHETTI AS NOTED

0 BID DOCUMENTS RC MK 4-24-26

CIVIL

EROSION AND SEDIMENTATION

CONTROL PLAN - NOTES

CI-701

INSTALLATION DETAIL

PLAN VIEWSECTION VIEW

ISOMETRIC VIEW

STORM

INLET

INLET GRATE

EXPANSION RESTRAINT

(1/4 IN. NYLON ROPE)

2 IN X 2 IN. X 3/4 IN.

RUBBER BLOCK

1 IN. REBAR FOR

BAG REMOVAL

FROM INLET

6" MIN.

HEIGHT

BERM

2:1 MAX.

3:1

2:1 MAX.

(TYP)

EARTHEN BERM TO BE

STABILIZED WITH TEMPORARY

OR PERMANENT VEGETATION

FLOW

FLOW

NOTES:

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

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

SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE

MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY.

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

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

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED

BAGS ACCORDING TO THE PLAN NOTES.

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

FILTER BAG INLET PROTECTION -

TYPE M INLET DETAIL

NO SCALE 3 SINKHOLE REPAIR WITH A PERVIOUS COVER

NO SCALE 2 SINKHOLE REPAIR WITH AN IMPERVIOUS COVER DETAIL

NO SCALE

~1 ' A

BO

VE

CO

MP

ON

EN

T

SY

ST

EM

(M

IN

2'

(TYP)

GEOTEXTILE BETWEEN R-3

ROCK AND AASHTO #57

6" TO 12" TOPSOIL

STONES 14 TO 12 OF VOID Ø

4" D FILTER MATERIAL

(R-3 ROCK)

GEOTEXTILE BLANKET IN

AREAS ADJACENT TO

FINE-GRAINED MATERIAL

4" D FILTER MATERIAL

(AASHTO #57 STONE)

TOPSOIL

CONCRETE CAP

(OPTIONAL)

COMPACTED CLAY

2A MODIFIED STONE

AASHTO #57 STONE

R-4 ROCK

CHOKE THROAT WITH LARGE ROCKS

AND/OR CONCRETE CHUNKS

(NOT INTENDED TO BE A WATERTIGHT SEAL)

GEOTEXTILE TO KEEP

FINES FROM SETTLING

INTO AASHTO #57

GEOTEXTILE ENVELOPE

(WRAP…