2-058110 Lehigh River Crossing Watermain Replacement.pdf

PDF 9 MB Posted Jul 30, 2026

Attached to: Lehighton River Crossing Water Main Replacement
Solicitation number: Not on record
Issued by: Carbon County, Pennsylvania

About this file

Written by GovTribe AI · Aug 3, 2026

Summary

This is a bid document set for the Lehigh River Crossing Watermain Replacement project by the Lehighton Water Authority, serving Lehighton and Weissport Boroughs in Carbon County, Pennsylvania. The project involves installation of approximately 375 linear feet of 12-inch ductile iron pipe (DIP) water main via open excavation and approximately 775 linear feet of 20-inch high-density polyethylene (HDPE) water main via horizontal directional drilling (HDD) across the Lehigh River. The work includes water main appurtenances, easement clearing, levee restoration and protection, and abandonment of existing 6-inch water main. The project site extends from Lehigh Drive in Lehighton Borough across the Lehigh River to Bridge Street in Weissport Borough, with the 12-inch DIP crossing a 65-linear-foot levee section. The bid documents include detailed drawing plans, profiles, erosion and sedimentation control specifications, details for pipe installation, valve connections, and trench requirements.

The bid documents contain comprehensive technical specifications and construction standards including typical trench details, reaction backing dimensions for fittings, pavement and levee restoration procedures, and erosion control measures. All work must comply with Pennsylvania Department of Environmental Protection regulations, particularly Chapter 102 erosion control requirements and Chapter 105 flood protection requirements. The contractor is required to notify the Pennsylvania One Call System at 1-800-242-1776 a minimum of three days prior to excavation and must provide PA DEP notification at least 15 days but not more than 30 days prior to construction commencement. Material excavated from levee work must be stockpiled separately and tested for Standard Proctor compaction before reuse, and all abandoned pipes through the levee must be removed or grouted completely. The documents indicate a July 2026 date on the cover sheets and reference survey work performed in April 2021 and June 2025, with known utility owners listed including Lehighton Borough Light and Power, UGI Utilities, and Pencor Services/Blue Ridge Communication.

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SITE

MECHANICSBURG, PENNSYLVANIA

JULY 2026

PROJECT NUMBER: 58110

LEHIGH RIVER CROSSING

WATERMAIN REPLACEMENT

LEHIGHTON WATER AUTHORITY

LEHIGHTON AND WEISSPORT BOROUGHS

CARBON COUNTY, PENNSYLVANIA

BID DOCUMENTS

DRAWING INDEX

DRAWING

NO.

SHEET

NUMBER SHEET NAME

GENERAL

G-01

COVER

CIVIL

C-01 12" AND 20" WATER MAIN PLAN AND PROFILE - STATION 0+00 TO 6+00

C-02

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G-00

GENERAL NOTES, LEGEND AND ABBREVIATIONS

12" AND 20" WATER MAIN PLAN AND PROFILE - STATION 6+00 TO 9+62

C-03 C-04

VICINITY MAP

SCALE: 1" = 2000'

40002000010002000

EROSION AND SEDIMENTATION CONTROL NOTES

EROSION AND SEDIMENTATION CONTROL DETAILSC-05

C-06

DETAILS AND BORING LOGS

REACTION BACKING AND MISCELLANEOUS DETAILS

G-02 KEY PLAN

BID DOCUMENTS

EROSION AND SEDIMENTATION CONTROL NOTESC-07

akells Image

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

GFT. ADVISES THAT IT HAS

COMPLIED WITH THE PROVISIONS OF THE PENNSYLVANIA UNDERGROUND

UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN

PREPARING THESE PLANS. ALTHOUGH GFT MADE THE

TELEPHONE CALL(S) LISTED ON THESE PLANS ON THE DATE(S) SHOWN,

THE INFORMATION SHOWN MAY BE PRELIMINARY AS OF THE DATE OF

BIDDING. THE DATA PERTAINING TO UTILITIES SHOWN ON THE PLANS

IS FOR GENERAL INFORMATION AND GUIDANCE ONLY AND GFT

MAKES NO REPRESENTATIONS, WARRANTY, GUARANTY OR ASSURANCE

THAT THE INFORMATION RECEIVED PURSUANT TO SAID CALL(S) AND

REFLECTED ON THE PLANS IS COMPLETE, CORRECT OR ACCURATE, BUT

IS REFLECTING SAID INFORMATION IN ACCORDANCE WITH THE REQUIRE-

MENTS OF SUCH ACT AS OF THE DATE OF SAID CALL(S). THE AREAS IN

WHICH NEW UNDERGROUND FACILITIES AND APPURTENANCES ARE TO

BE CONSTRUCTED UNDER THIS CONTRACT MAY CONTAIN EXISTING

UNDERGROUND UTILITIES AND STRUCTURES THAT ARE NOT SHOWN ON

THE PLANS OR ARE IN THE LOCATIONS OTHER THAN AS SHOWN.

CONTRACTORS ARE ADVISED OF THEIR OBLIGATIONS TO NOTIFY ALL

FACILITY OWNERS, NOT LESS THAN 3 OR MORE THAN 10 DAYS PRIOR TO

EXCAVATION, VIA ONE CALL(S) IN ACCORDANCE WITH THE REQUIREMENTS

OF THE ACT [1-800-242-1776 OR 412-464-7100 (PITTSBURGH)], AND TO

PRECISELY IDENTIFY THE LOCATION OF, AVOID DAMAGE TO AND REPAIR

DAMAGED UNDERGROUND UTILITIES.

DATE BY

GFT

NOTICE

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

7/2026 A. GLITZERONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 2026033809 & 20262033810

GENERAL NOTES:

1. ALL ELEVATIONS REFER TO U.S.G.S. DATUM UNLESS NOTED OTHERWISE.

2. HORIZONTAL CONTROL IS BASED UPON STATE PLANE COORDINATE SYSTEM.

3. INFORMATION SHOWN HEREIN IS BASED ON SURVEY PERFORMED BY GFT, INC., APRIL 2021 AND JUNE 2025.

4. IT IS ASSUMED THAT LOCATIONS OF PHYSICAL FEATURES, UTILITIES, ETC., FROM INVESTIGATIONS AND

FIELD SURVEYS, ARE APPROXIMATE AND THE NATURE OF MATERIALS IS NOT GUARANTEED.

5. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS OF THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND SHALL MAKE MINOR ADJUSTMENTS AS REQUIRED ON THE

JOB. SUCH ADJUSTMENTS ARE TO BE APPROVED BY THE ENGINEER AND THE OWNER.

6. LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WATER MAIN CONSTRUCTION. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING EXISTING UTILITY LINES, HAND EXCAVATION ONLY WILL BE PERMITTED IN THE VICINITY OF EXISTING PIPES AND/OR CONDUITS. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED BY

CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

7. THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM DIRECT OR INDIRECT INJURY ALL PIPES, CONDUITS, UNDERGROUND TRAFFIC LOOPS, TRACKS, UTILITY POLES, GUIDE RAILS, GUARD POSTS, WALLS, FOUNDATIONS, BUILDINGS, AND OTHER STRUCTURES OR PROPERTY IN THE VICINITY OF HIS WORK, WHETHER ABOVE OR BELOW GROUND, OR THAT MAY APPEAR IN THE TRENCH. PIPES AND

UNDERGROUND CONDUITS EXPOSED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE

ADEQUATELY SUPPORTED ALONG THEIR ENTIRE EXPOSED LENGTHS.

8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF PIPELINE, VALVES AND AIR VALVES WITH ENGINEER

PRIOR TO THEIR INSTALLATION.

9. IN ACCORDANCE WITH PROVISIONS OF ACT NO. 287/187 (AS AMENDED), THE CONTRACTOR SHALL NOTIFY EACH USER (AS DEFINED IN THE ACT) A MINIMUM OF THREE WORKING DAYS IN ADVANCE OF THE TIME HE

INTENDS TO BEGIN EXCAVATION OPERATIONS IN VICINITY OF THE USER'S LINES.

10. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN RIGHT OF WAYS SO AS NOT TO DAMAGE TREES AND SHRUBS THAT ARE TO BE MAINTAINED. ALL SIGNS, MAILBOXES, FENCES, LAWNS, SHRUBS, HEDGES, TREES, OTHER LANDSCAPING, CURBS, DRIVEWAYS, ETC., DISTURBED DURING

CONSTRUCTION SHALL BE REPLACED IN KIND AT NO ADDITIONAL COST TO THE OWNER.

11. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN TRANSVERSE CROSSING OF WATER MAIN AND

SANITARY/STORM SEWER LINE.

12. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE PENNSYLVANIA "EROSION AND SEDIMENTATION POLLUTION CONTROL MANUAL"

AND THE EROSION AND SEDIMENTATION CONTROL PLAN(S) PREPARED FOR THIS PROJECT.

13. AT POINTS OF CONNECTION, CONTRACTOR SHALL EXPOSE EXISTING WATER MAINS TO VERIFY LOCATION, GEOMETRY, AND MATERIAL REQUIREMENTS PRIOR TO ORDERING MATERIALS OR STARTING

CONSTRUCTION OF ANY MAIN CONNECTING THERETO.

EXISTING LINE WORK

PROPOSED PIPE (4" DIA. AND LARGER)

STORM SEWER AND INLET

PROPOSED LINE WORK

PROPERTY LINE

TEMP. CONSTRUCTION EASEMENT LINE

GRADING SLOPE2:1

SLOPE DIRECTION

WATER MAIN AND VALVE

SANITARY SEWER AND MANHOLES

STORM SEWER AND INLETSS

GAS MAIN AND VALVEG

OVERHEAD ELECTRIC LINEOHE

UNDERGROUND ELECTRIC CABLEUGE

UNDERGROUND TELEPHONE CABLEUGT

OVERHEAD TELEPHONE LINE

AIR LINEA

FENCEX

DITCH, STREAM OR SWALE

ONE FOOT CONTOUR INTERVAL

FIVE FOOT CONTOUR INTERVAL

BITUMINOUS ROAD SURFACE AND DRIVES

GRAVEL OR EARTH DRIVES

CONCRETE SIDEWALK OR RETAINING WALL

WOOD OR VEGETATION LINE

PROPERTY LINE

SANITARY FORCE MAINFM

WASTEWATER MAINWW

WETLANDS

CENTER LINE

PROPOSED PIPE (3" DIA. AND SMALLER)

RIGHT-OF-WAY LINE

TO BE ABANDONED

LIST OF KNOWN UTILITY OWNERS

CABLE TELEVISION LINEC

REINFORCED SILT FENCE - HEIGHT

STANDARD SILT FENCE - HEIGHT

SFR-30

PROTECTIVE FENCE

E&S LINE WORK

SUPER SILT FENCE - HEIGHT

SF-18

SSF-30

REINFORCED PROTECTIVE FENCEPFR

LIMIT OF DISTURBANCELOD

RCE

ROCK CONSTRUCTION ENTRANCE

INLET PROTECTION

SEDIMENT TRAP

TEMPORARY DIVERSION CHANNEL

ROCK FILTER

FILTER SOCK - HEIGHTFS-18

XxX SOIL TYPE DESIGNATION

EROSION CONTROL MATTING

SOIL TYPE BOUNDARY LINE ANY BORINGS, SOUNDINGS, TEST PITS, SUBSURFACE

CONDITIONS AND LOCATIONS OF AND NATURE OF EXISTING

UNDERGROUND STRUCTURES SHOWN OR INDICATED ON THESE

DRAWINGS ARE FOR THE INFORMATION OF THE OWNER AND IN

NO EVENT IS THIS INFORMATION TO BE CONSIDERED AS PART

OF THE CONTRACT. SEE PROJECT MANUAL.

STA STATION

TYP TYPICAL

SHT

NTS

MIN

OUTSIDE DIAMETER

SHEET

PLATE

PLUMBING CONTRACT

NOT TO SCALE

NOT APPLICABLE

MINIMUM

MECHANICAL CONTRACT

INSIDE DIAMETER

FOOT OR FEET

CMU

EL or ELEV

CLR

ELEVATION

CONCRETE MASONRY UNIT

CENTERLINE

CLEARANCE

EX EXISTING

SQ SQUARE

GENERAL ABBREVIATIONS

STL

PCCP

PVC

RCCP

FRP

STEEL

STAINLESS STEEL

REINFORCED CONCRETE CYLINDER PIPE

POLYVINYL CHLORIDE PIPE

PRESTRESSED CONCRETE CYLINDER PIPE

GALVANIZED IRON

FIBERGLASS REINFORCED PLASTIC

CMP

CPVC

COPPER

CORRUGATED METAL PIPE

CHLORINATED POLYVINYL CHLORIDE PIPE

CAST IRON

ALUMINUM

DI DUCTILE IRON

MATERIAL ABBREVIATIONS

DIP DUCTILE IRON PIPE

GLDIP GLASS LINED DUCTILE IRON PIPE

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

HDPE HIGH DENSITY POLYETHYLENE

PEX CROSS-LINKED POLYETHYLENE

ACP ASBESTOS CEMENT PIPE

INV INVERT

MAX MAXIMUM

DIA DIAMETER

W WATER

WW WASTEWATER

GC GENERAL CONTRACT

HES HIGH EARLY STRENGTH

WCB

UGT

UGE

SWS

WATER CURB BOX

UNDERGROUND TELEPHONE

WATER SERVICE

WATER VALVE

WATER

SHORT WATER SERVICE

UNDERGROUND ELECTRIC

SANITARY SEWER

STREET

STORM DRAIN

LA LANE

RTE

MAC

LWS

OVERHEAD ELECTRICAL

PIPELINE MARKER

OVERHEAD TELEPHONE

PROPERTY LINE

ROAD

ROUTE

LONG WATER SERVICE

NETWORK CABLE

MANHOLE

MACADAM

HWY

HYD

GCB

CIR

GAS CURB BOX

HYDRANT

HIGHWAY

GAS VALVE

GAS

FIRE HYDRANT

DRIVE

DRAIN

COURT

CIRCLE

BLVD

AVE

BIT

BOULEVARD

CATCH BASIN

BITUMINOUS

AVENUE

CM CONCRETE MONUMENT

IP IRON PIN

PC POINT OF CURVE

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POE POINT OF ENDING

POL POINT ON LINE

PT POINT OF TANGENT

PVC POINT OF VERTICAL CURVE

POINT OF VERTICAL TANGENTPVT

SS STORM SEWER

CIVIL/SITE ABBREVIATIONS

CIVIL/SITE SYMBOLS

TELEPHONE OR ELECTRIC POLE

WATER CURB BOX

EXISTING WATER VALVE

VENT

SIGNAL

SIGN

LIGHT

EXISTING GAS CURB BOX

EXISTING GAS VALVE

CHECK VALVE

CATCH BASIN/INLET

BUTTERFLY VALVE AND VALVE BOX

HYDRANT

BORING

GATE VALVE AND VALVE BOX

CONTROL POINT

TREES, BUSHES AND SHRUBS

BENCH MARK

B-1 B.M.

AIR RELEASE MANHOLE

RJ RESTRAINED JOINT

MJ MECHANICAL JOINT

TEST PIT

MANHOLE

RW RAW WATER

WARG WEDGE ACTION RETAINING GLAND

RCP REINFORCED CONCRETE PIPE

1 1/2" MILL AND OVERLAY

TRV SURVEY TRAVERSE POINT

LINE COMPOSITION

CC CHEMICAL CONDUIT

EC ELECTRICAL CONTRACT

NEW FACILITIES SHOWN WITH HEAVIER AND

BOLDER LINE WORK AND CALLOUTS IN

VERTICAL TEXT

PROPOSED WORK SHOWN ON ADJOINING SHEET

EXISTING FACILITIES SHOWN WITH LIGHT LINE

WORK AND CALLOUTS IN ITALICIZED TEXT

SWL SOLID WHITE LINE

BWL BROKEN WHITE LINE

BYL BROKEN YELLOW LINE

DYL DOUBLE YELLOW LINE

SYL SOLID YELLOW LINE

VCP VITRIFIED CLAY PIPE

GENERAL NOTES, LEGEND

AND ABBREVIATIONS G-01

SAARG NONE

TAF

LEHIGHTON BOROUGH LIGHT AND POWER

675 BRIDGE ST

PO BOX 29

LEHIGHTON, PA 18235

CONTACT: BARRY FISHER

EMAIL: POWER@LEHIGHTONBOROUGH.ORG

PHONE: 484-629-4263

LEHIGHTON BOROUGH PUBLIC WORKS

74 EAST PENN ST

LEHIGHTON, PA 18235

CONTACT: KRIS KUNKLE

EMAIL: PUBLICWORKS@LEHIGHTONBOROUGH.ORG

PHONE: 610-377-4009

LEHIGHTON WATER AUTHORITY

1 CONSTITUTION AVE

PO BOX 29

LEHIGHTON, PA 18235

CONTACT: NICOLE NOTHSTEIN

EMAIL: LWAOFFICE@LEHIGHTONWATER.COM

PHONE: 610-377-1912 EXT. 213

PENCOR SERVICES/BLUE RIDGE COMMUNICATION

475 DELAWARE AVE

PALMERTON, PA 18071

CONTACT: JOE BUCCIERI

EMAIL: JBUCCIERI@BRCTV.COM

PHONE: 610-826-9504

UGI UTILITIES INC

1 UGI DRIVE

DENVER, PA 17517

CONTACT: ANALIZ RIVERA

EMAIL: ARIVERA1@UGI.COM

PHONE: 610-736-5970

OHE

UGE

EASEMENT LINE

AutoCAD SHX Text

W W

W W W

OHE

S S

460 465

2+00 3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00

11+00

11+66

12" 11.25° BEND

12" 22.5° BEND

12" 45° BEND

2+00 3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00

11+00

11+66

2+00 3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00

11+00

11+66

2+00 3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00

11+00

11+66

LOD

D LO

LOD

SOIL BORING B-1

SEE SHEET C-03

SOIL BORING B-2

SEE SHEET C-03

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

KEY PLAN G-02

LKARG ASNOTED

TAF

KEY PLAN

SCALE: 1" = 40'

804002040

C-01 C-02

100-YEAR

FLO

O D

100-YEAR FLOODPLAIN

POCONO WHITEWATER

70A12-29-V25B

GARY SCHOENBERGER

70A13-28-L32

TOM MCEVILLY

70B-62-A22

TOM MCEVILLY

70B-62-A22POCONO WHITEWATER

70A12-29-V25B

LEH

O U

G H

EISSPO

R T

O U

G H

LEHIGH DRIVE

G E

EXISTING MAIN WITHIN

20' OF RIVER BANK TO BE FILLED

WITH FLOWABLE FILL

AS PART OF ABANDONMENT

6" CAP (TYP)

TEMPORARY

CONSTRUCTION

EASEMENT

TEMPORARY ACCESS RAMP

W W

0+00

1+00

2+00

3+00

4+00

5+00

6+00775'-0"

0+00

1+00

2+00

3+00

4+00

5+00

6+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

FS-12

-1

SOIL BORING B-1

SEE SHEET C-03

LODLO

LOD

TF W

W TF

0+00 1+00 2+00 3+00 4+00 5+00 6+00

" 4

5° B

(H O

R Z.

' 9

4' (T

O D

E O

F R

E O

F R

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

12" AND 20" WATER MAIN

PLAN AND PROFILE

STATION 0+00 TO 6+00

C-01

SAARG ASNOTED

TAF

PLAN

SCALE: 1" = 20'

402001020

TREE (TYP.)

EXISTING 6" WATER MAIN

(TO BE ABANDONED IN PLACE)

SCALE

010PROFILE

VERT. 1" = 10'

HORZ. 1" = 20'

201005

VERTICAL

HORIZONTAL

12" FILTER SOCK

PROPOSED 12" DIP

WATER MAIN

DEFLECT JOINTS

AS REQ'D. (TYP.)

EXISTING GRADE

100-YEAR

FLO

O D

LEHIGH DRIVE

O D

100-YEAR FLOODPLAIN

100-YEAR

FLO

O D

PLAIN

EXISTING 12" DIP

WATER MAIN

EXISTING 6" CI

WATER MAIN

12" TAPPING

SLEEVE

AND VALVE

APPROXIMATE WATER LEVEL

LEHIGH RIVER

' P

T W

20" DR9 HDPE DIRECTIONAL DRILL

PROPOSED 20" DR 9 HDPE

WATER MAIN BY

DIRECTIONAL DRILL

TRENCH PLUG

HDD LAUNCH PIT

DIP TO HDPE TRANSITION

COUPLING

HDD 12° ENTRY LAUNCH PIT

TRENCH PLUG

DIP TO HDPE TRANSITION COUPLING

TEMPORARY

CONSTRUCTION

EASEMENT

TEMPORARY

CONSTRUCTION

EASEMENT

POCONO WHITEWATER

70A12-29-V25B

GARY SCHOENBERGER

70A13-28-L32

TOM MCEVILLY

70B-62-A22

POCONO WHITEWATER

70A12-29-V25B

O U

G H

R T

O U

G H

CUT AND CAP

EXISTING 6"

WATERMAIN

TAPPING SLEEVE

VALVE 12" DIP

EXISTING EDGE OF GRAVEL

EXISTING 6" WATER MAIN

(TO BE ABANDONED)

EXISTING 15" SANITARY SEWER

BENDING RADIUS 1185 FT

20"X12" REDUCER

SEE FULL TEMPORARY CONSTRUCTION EASEMENT AREA ON SHEET G-02

HDD ENTRY LOCATION

ANGLE 12°

W W W W

W W

W OHE

OHE

S S

460 465

6+00

7+00

8+00

9+00

10+00

11+00

11+66

12" 11.25° BEND

12" 22.5° BEND

12" 45° BEND

12" 45° BEND12"∅ MJ VALVE

6+00

7+00

8+00

9+00

10+00

11+00

11+66

6+00

7+00

8+00

9+00

10+00

11+00

11+66

6+00

7+00

8+00

9+00

10+00

11+00

11+66

FS-12

LODLOD

LOD

D LOD

LOD

FS-12

-1

FS-12

Ra Tf

6+00 7+00 8+00 9+00 10+00 11+00 12+00

" 1

° B

D (H

O R

" 4 5°

D (H

O R

12"∅ MJ VALVE

" 2

5°

D (H

O R

" 4 5°

D (H

O R

)18

' 1 1" 4'

-Y

O D

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

D ra w in g:

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

12" AND 20" WATER MAIN

PLAN AND PROFILE

STATION 6+00 TO 11+65.87

C-02

SAARG ASNOTED

TAF

PLAN

SCALE: 1" = 20'

402001020

SCALE

PROFILE

VERT. 1" = 10'

HORZ. 1" = 20'

201005

VERTICAL

HORIZONTAL

PROPOSED 12" DIP

WATER MAIN

LEVEE

DEFLECT JOINTS

AS REQ'D. (TYP.)

EXISTING

CONCRETE

LEVEE

12" FILTER SOCK

EXISTING GRADE

GRAVEL

ROAD

GRAVEL ROAD

TOP OF LEVEE

100-YEAR FLOODPLAIN

100-YEAR FLOODW

' P

R O

R M

T W

20" DR 9 HDPE

PROPOSED 20" DR9 HDPE

WATER MAIN

TRENCH PLUG

HDPE TO DIP TRANSITION COUPLING

BRIDGE ST ROW

' L

R /W

50' LEVEE R/W

TOM MCEVILLY

70B-62-A22

TOM MCEVILLY

70B-62-A22

HDPE TO DIP TRANSITION

COUPLING

NOTES:

1. PA DEP’S DIVISION OF PROJECT INSPECTION (DPI) MUST BE NOTIFIED AT LEAST 15 DAYS, BUT NOT MORE THAN 30 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT MATT BIXLER AT MABIXLER@PA.GOV OR BY

TELEPHONE AT 717.772.5907.

2. THE PERMITTEE WILL BE RESPONSIBLE FOR ANY DAMAGES TO THE LEVEE AND ASSOCIATED FLOOD PROTECTION PROJECT FEATURES DURING AND AFTER CONSTRUCTION OF THE PROJECT UNDER 25 PA. CODE §105.51.

3. PROVIDE COPIES OF AS-BUILT DRAWINGS TO THE DPI WHEN CONSTRUCTION IS COMPLETE.

4. ALL EXCAVATION WITHIN THE LEVEE MUST BE SLOPED AT THE PROPER OSHA REQUIREMENTS FOR THE TYPE OF SOIL.

THE USE OF SHORING OR SHIELDING IS NOT PERMITTED AS SEEPAGE PATHS COULD BE CREATED AT THE VERTICAL SEAM

WITHIN THE LEVEE.

5. NO AGGREGATE BACKFILL IS TO BE USED WITHIN THE LEVEE EMBANKMENT.

6. ALL ABANDONED PIPES THROUGH THE LEVEE MUST BE EITHER BE REMOVED OR COMPLETELY FILLED WITH GROUT FROM

WATERSIDE TO THE LANDSIDE.

7. MAX EXCAVATION THROUGH LEVEE, 30' WIDE CENTERED ON A NEW WATER MAIN.

8. LEVEE TO BE RESTORED TO PRECONSTRUCTION CONDITION.

9. CONTRACTOR SHALL COORDINATE WITH WEISSPORT BOROUGH REGARDING INSPECTION REQUIREMENTS DURING

CONSTRUCTION.

10.MATERIAL EXCAVATED FROM THE LEVEE SHALL BE STOCKPILED SEPARATELY FROM OTHER MATERIAL ON THE PROJECT

AND USED FOR LEVEE RECONSTRUCTION. STANDARD PROCTOR AND COMPACTION TESTING ARE REQUIRED FOR THE

REUSE OF THE LEVEE MATERIALS. TEST RESULTS SHALL BE PROVIDED TO PA DEP.

11.EXCEPT AS REQUIRED FOR THE WATERMAIN CROSSING OF THE LEVEE, NO EQUIPMENT OR MATERIALS MAY BE STORED OR STOCKPILED WITHIN 15 FEET OF THE LEVEE TOE, FLOODWALL, OR ANY OTHER FLOOD PROTECTION PROJECT

FEATURES WITHOUT PRIOR CONSENT FROM PA DEP.

12.UNDERGROUND UTILITY LINES OF ANY TYPE THAT CROSS THE LEVEE SHALL HAVE MARKERS PLACED ON THE SURFACE

TO INDICATE LOCATION, TYPE, AND USAGE OF THE LINE.

13.THE CONTRACTOR SHALL SUBMIT A FLOOD RESPONSE PLAN FOR USACE APPROVAL. SUBMIT A DETAILED PLAN FOR MANAGING FLOOD EVENTS, OUTLINING STEPS FOR SECURING THE EXCAVATION SITE IN THE EVENT OF RISING WATER OR FLOOD FORECASTS. INCLUDE MEASURES FOR STOCKPILING MATERIALS FOR EMERGENCY BACKFILLING, PROVIDING PUMPS FOR DEWATERING, ESTABLISHING NOTIFICATION PROCEDURES, AND ENSURING THAT ALL EQUIPMENT IS

SECURED OR REMOVED.

14.CONTRACTOR IS PROHIBITED FROM TAKING THE LEVEE DOWN DURING FREEZING CONDITIONS. RESTORATION OF THE

LEVEE CAN’T BE DONE WITH PARTIALLY FROZEN MATERIALS.

HDD EXIT PIT

HDD 9.9° EXIT PIT

TRENCH PLUG

CUT AND CAP

EXISTING 6"

WATERMAIN

TEST PIT TO

FIELD VERIFY

TIE IN POINT

TO EXISTING

12" DIP

EXIT BENDING RADIUS 1722 FT

20"X12" REDUCER

10' WIDE CONSTRUCTION

EASEMENT

ROCK

CONSTRUCTION

ENTRANCE

HDD EXIT LOCATION

ANGLE 9.9°

10' WIDE CONSTRUCTION

EASEMENT

TEMPORARY ACCESS RAMP TO BE BUILT

AT THE DISCRETION OF THE CONTRACTOR,

WITH FINAL APPROVAL OF DEP.

VARIABLE WIDTH

CONSTRUCTION EASEMENT

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M B

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: 7 /2

P M

TRENCH NOTES:

1. IF UNSUITABLE SUBSOIL IS ENCOUNTERED AT THE NORMAL

TRENCH SUBGRADE, THE CONTRACTOR SHALL REMOVE IT TO THE

DEPTH DIRECTED BY THE ENGINEER IN THE FIELD, AND BACKFILL

w/ PA NO. 2A COURSE AGGREGATE MATERIAL IN 4" LAYERS.

2. BOTTOM OF TRENCH SHALL BE FREE OF WATER PRIOR TO

PLACING BEDDING.

3. IF VIBRATORY COMPACTION EQUIPMENT IS USED BACKFILL MAY

BE IN 8" LAYERS.

4. PROVIDE 4" OF TOPSOIL WHERE SEEDING IS REQUIRED.

5. CONTRACTOR SHALL SHORE THE TRENCH IN ACCORDANCE WITH

THE SPECIFICATIONS.

6. GRAVEL AND PAVED DRIVEWAYS TO BE RESTORED IN KIND WITH

MINIMUM REQUIREMENTS AS INDICATED ON THIS SHEET.

7. PERFORM BACKFILL COMPACTION TESTS AS INDICATED IN

PROJECT MANUAL.

TOPSOIL AND SEED,

WHERE REQ'D. 4" MIN.

SEE NOTE 4

APPROVED

BACKFILL

APPROVED

BACKFILL

1' -0

PA NO. 2A

COARSE

AGGREGATE

4' -0

" M

. C O

" L

E N

UNDISTURBED EARTH

OR ROCK SUBGRADE

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

TYPICAL TRENCH UNPAVED AREAS

NO SCALE

1'-0" PIPE O.D. 1'-0"

EXISTING

GRADE

*NOT FOR USE IN PENNDOT R/W

ADJUSTABLE CAST

IRON VALVE BOX

WITH COVER

PIPE BEDDING

MATERIAL

NEW PIPE

VALVE

(RIGHT/CLOCKWISE

TO OPEN)

℄ VALVE AND VALVE BOX

FINISH GRADE (FLUSH WITH TOP

OF COVER ON ADJUSTABLE CAST

IRON VALE BOX)

3' -6

" M

6" MIN

(TYP)

VALVE AND VALVE BOX

NO SCALE

GRAVEL DRIVEWAY

REPLACEMENT

NO SCALE

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

UNDERGROUND

WARNING TAPE

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

D ra w in g:

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 2026033809 & 20262033810

EXISTING GRAVEL

DRIVEWAY

MIN. 5" PA NO. 2A

COURSE AGGREGATE

DETAILS AND BORING LOGS C-03

AS NOTEDARG

TAF

TYPICAL TRENCH PAVED AREAS

PIPE OD

EXCAVATE TRENCH WIDTH

(SEE TABLE)

4' -0

" M

C O

1' -0

E M

PA NO 2A

COURSE

AGGREGATE

EXISTING

PAVEMENT

PA NO 2A COURSE AGGREGATE

PIPE BEDDING

MATERIAL TO 1'

OVER PIPE

UNDISTURBED EARTH

OR ROCK SUBGRADE

SEE PAVEMENT

REPLACEMENT DETAILS

UNDERGROUND

WARNING TAPE

TEMPORARY PAVEMENT

REPLACEMENT

NO SCALE

TRENCH DETAIL

SEE TYPICAL

BOROUGH ROAD

PAVEMENT REPLACEMENT

NO SCALE

SAW CUT (TYP.)

PIPE TRENCH

TRENCH DETAIL

SEE TYPICAL

1'-0" 1'-0"

EXISTING

PAVEMENT

1 1/2 " ID-2

WEARING

COURSE

PAINT EDGE OF EXISTING PAVING w/ AE-T BITUMINOUS

TACK COAT BEFORE PAVING. AFTER PAVING SEAL

JOINT BETWEEN NEW NEW AND EXISTING PAVEMENT

w/ AC-20 ASPHALT CEMENT.

EXISTING BITUMINOUS

PAVEMENT OR CONCRETE

2"OF TYPE 2-P BITUMINOUS

STOCKPILE PATCHING

MATERIAL

6" 25mm WMA/HMA

BASE COURSE

LEVEE RESTORATION

NO SCALE

AutoCAD SHX Text

TOE OF LEVEE

AutoCAD SHX Text

SUBGRADE TO BE RESTORED TO PRECONSTRUCTION CONDITION

AutoCAD SHX Text

12" R-3 RIPRAP EMBEDDED IN SHOTCRETE. (SEE NOTE 10)

AutoCAD SHX Text 10.

AutoCAD SHX Text

PLACE R-3 RIPRAP ON PREPARED SUBGRADE AND ENCAPSULATE

AutoCAD SHX Text

STONES WITH SHOTCRETE TO FORM A MONOLITHIC

AutoCAD SHX Text

EROSION-RESISTANT FACING.

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1. UNCOVER EXISTING PIPE.

2. CUT 2'-0" SECTION FROM

MAIN IN CENTER OF

EXCAVATION.

3. CAP EXISTING MAIN.

4. PLACE NOMINAL 6x6 SOLID

CONCRETE BRICKS AS

SHOWN. WEDGE TIGHTLY

BETWEEN ENDS OF PIPES.

5. ENCASE IN CONCRETE TO AT

LEAST LIMITS SHOWN.

CONCRETE ENCASEMENT

OPPOSITE CAP MUST BEAR

ON UNDISTURBED EARTH.

1. CONCRETE ANCHOR BLOCK SHALL BE

INSTALLED A MIN. OF 7 DAYS PRIOR TO

INSTALLATION OF CONNECTION.

2. TIE RODS AND SOCKET CLAMPS SHALL BE

COATED w/ 2 COATS BITUMASTIC PAINT, AND WRAPPED WITH 8 MIL THICK

POLYETHYLENE. (TYP.)

3. SIZE AND NO. OF TIE RODS FOR 200 PSI

TEST PRESSURE

4"-8" = 3/4"Ø 1 PAIR

10"-12" = 1"Ø 1 PAIR

14"-16" = 1 1/4"Ø 2 PAIR

4. REFERENCE SPECIFICATION FOR FITTINGS

AND CONNECTION TO EXISTING MAIN.

1. REACTION BACKING DIMENSIONS HAVE BEEN CALCULATED

USING A SOIL BEARING CAPACITY OF 2000 POUNDS PER

SQUARE FOOT AND TEST PRESSURES AS INDICATED.

2. ALL FITTINGS SHALL BE MECHANICAL JOINT AND SHALL HAVE

WEDGE ACTION FOLLOWER GLANDS INSTALLED TO

MANUFACTURER'S SPECIFICATIONS.

3. ALL CONCRETE SHALL BE CLASS AA ACCELERATED.

90° BEND

CONCRETE

BLOCK

UNDISTURBED

EARTH

90° BEND 45° BEND

22 1/2° BEND 11 1/4° BEND

45° BEND

CONCRETE

BLOCK

UNDISTURBED

EARTH

C D

22 1/2° BEND

CONCRETE

BLOCK

UNDISTURBED

EARTH

11 1/4° BEND

CONCRETE

BLOCK UNDISTURBED

EARTH

ELEVATION SECTION

UNDISTURBED

EARTH

CONCRETE

BLOCK

M.J. FITTING

H G

BEDDING

DEPTH

+1'-0"

UNDISTURBED EARTH

OR ROCK SUBGRADE

UNDISTURBED EARTH

OR ROCK SUBGRADE

RESTRAINED PLUG

FOSTER ADAPTOR

(TYP.)

CONCRETE

BLOCK

SEE NOTE

GATE VALVE OR

BUTTERFLY VALVE

(TYP.)

E x

CONCRETE

BLOCK

PIPE

O.D.+6"

1 FULL

LENGTH

3 LAYERS OF ASPHALT

BUILDING PAPERNOTE:

TAPPING SLEEVE AND VALVE TO

HAVE SAME RETRAINT AS TEE

PLUG AND TEE

SECTION

UNDISTURBED

EARTH

TRENCH WIDTH

2 + 6"

FITTING

CONCRETE

BLOCK

REDUCER

#5@12

CONCRETE

BLOCK

UNDISTURBED

EARTH

1' -6

-6

PLAN ELEVATION

REDUCER

CONCRETE

BLOCK

REDUCER

#5@12

1'-0"

O .D

UNDISTURBED

EARTH

O .D

HORIZONTAL REACTION BACKINGS

NO SCALE

ELEVATION SECTION

VERTICAL REACTION BACKINGS

NO SCALE

M.J. FITTING

#6@12

CONCRETE

BLOCK

#4 (TYP.)

#6@12

#4 (TYP.)

UNDISTURBED

EARTH

L M

K K

EXISTING

WATER MAIN

CLASS AA ACCELERATED CONCRETE

ANCHOR BLOCK, SEE NOTE 1

UNDISTURBED EARTH

OR ROCK SUBGRADE

CORTEN OR HIGH

STRENGTH F1554,

GR 55 STEEL TIE

ROD SEE NOTE 3

SPOOL PIECE

SEE NOTE 4

SOCKET CLAMP AND SOCKET

CLAMP WASHERS, FIG. 595 &

594 BY GRINNELL (TYP.)

EXISTING WATER

MAIN (TO BE

ABANDONED)

FITTING

SEE NOTE 4

1'-6"

#6@12#6@12

10'-0"±

MIN.

COUPLING

SEE NOTE 4

REDUCER

(WHERE REQ'D.)

SEE NOTE 4

PLAN

2 O.D. O.D. + 2'-0" UNDISTURBED EARTH

OR ROCK SUBGRADE

CONCRETE

ANCHOR BLOCK

2' -0

-0

SUBGRADE

SECTION

ANCHOR BLOCK ASSEMBLY DETAIL

NO SCALE

PLAN

TYPICAL

CONNECTION DETAIL

NO SCALE

NEW PIPE-BEGIN

w/ BELL END

INSTALLED OVER

PREPARED END

OF EXISTING PIPE

EXISTING

WATER

MAIN

CUT EXISTING

MAIN SQUARE

AND BEVEL END

E F G I K L M

1'-4"

2'-0" 2'-9" 9'-3" 4'-9" 2'-6" 1'-9" 1'-9"

6'-9" 3'-6" 1'-9" 1'-3" 1'-6" 1'-6" 4'-0" 2'-3" 1'-0" 3'-6" 1'-9" 0'-9"

2'-8" 2'-6" 1'-6"

1'-0" 1'-0"1'-0"

1'-3"2'-6"

122 2 1411 2221 41 2221 4111 11 A B C D

1'-0" 1'-0"

8" 6"

4'-3" 3'-6"

2'-6" 2'-0"

1'-3" 1'-0"

TABLE OF REACTION BACKING DIMENSIONS

2'-6" 3'-0"

4'-0" 2'-9" 1'-3"12'-0"6'-3" 3'-6" 1'-6" 2'-3" 2'-9"5'-0"3'-0" 4'-6" 2'-6" 1'-3"25012" 6'-3" 3'-6" 1'-4" 1'-0" 4'-6"

NOTES: PIPE

DIA.

TEST

PRESSURE

(PSI)

CUT AND PLUG DETAIL

NO SCALE

6" 6"

CLASS AA ACCELERATED

CONCRETE BLOCK

PLUG OR COVER

END OF PIPE

NOTES:

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

THE RECORD DRAWING INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN

OBTAINED FROM THE CONTRACTOR. NEITHER THE XXXXXXXXXXXXX MUNICIPAL

SEWAGE AUTHORITY NOR GFT. ASSUMES RESPONSIBILITY

FOR THE ACCURACY OF THE INFORMATION SHOWN.

D ra w in g:

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 2026033809 & 20262033810

REACTION BACKING AND

MISCELLANEOUS DETAILS C-04

AS NOTEDARG

TAF

H : C

:\U se rs \a ke lls

\D C

\A C

C D oc s\

C \0

0- Le hi gh to n\

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Sh ee ts \5

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D : 7

/2 8/

B Y:

: 7

/2 9/

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

D ra w in g:

:\U se rs \a ke lls

\D C

\A C

C D oc s\

C \0

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Pr oj ec t F ile s\

Sh ee ts \5

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.d w g Pl ot te d:

J ul

- 1 2:

MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 2026033809 & 20262033810

PA DEP EROSION CONTROL MANUAL TABLE 13.1

MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGS

TRENCH SLOPE (%)

SPACING

(FT)

PLUG MATERIAL

< 5 1000 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

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

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

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

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

> 100 50 CEMENT BAGS (WETTED) OR MORTARED STONE

* TOPSOIL MAY NOT BE USED TO FILL SACKS

NOTES:

1. IMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR

ALL STREAM, RIVER, WETLAND, OR OTHER WATER

BODY CROSSINGS.

STANDARD CONSTRUCTION DETAIL #13-4

TRENCH PLUG INSTALLATION

NO SCALE

T R

H D

" M

STANDARD

COMPACTED

BACKFILL

STACKED CLAY,

BENTONITE OR

CONCRETE-FILLED

SACKSSECTION VIEW

PROFILE VIEW

TRENCH PLUG

TRENCH BOTTOMPIPE INVERTPIPE BEDDING

CL CLTRENCH PLUG SPACING (L)

NO SCALE

STANDARD CONSTRUCTION DETAIL #3-1

ROCK CONSTRUCTION ENTRANCE

50' MIN.

FT.

EXISTING ROADWAY

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

EXISTING

GROUND

MIN 8" AASHTO #1

MOUNTABLE

BERM (6 IN. MIN.)*

G R

PROFILE

PLAN VIEW

NOTES:

REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE.

EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.

RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL

BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE.

MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS

USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT

OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH

BEING CROSSED.

MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE

CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A

STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT

DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE

CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE

BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION

ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL

WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY

DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

NO SCALE

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

FLO

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST FILTER SOCK

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.

MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE

OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT

OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.

DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR

REPLACED WITHIN 24 HOURS OF INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL

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

TABLE 4.2

COMPOST STANDARDS

ORGANIC MATTER CONTENT 25%-100% (DRY WEIGHT BASIS)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 5.5-8.5

MOISTURE CONTENT 30%-60%

PARTICLE SIZE 30%-50% PASS THROUGH 3/8" SIEVE

SOLUBLE SALT CONCENTRATION 5.0 dS/m (MMHOS/CM) MAXIMUM

NOTES:

SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN

DRAWINGS PRIOR TO INSTALLING THE BLANKET.

PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.

SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.

BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL.

DO NOT STRETCH BLANKET.

THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL

PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT

THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED

WITHIN 4 CALENDAR DAYS.

BLANKET EDGES

STAPLED AND

OVERLAPPED

(4 IN. MIN.)

INSTALL BEGINNING OF ROLL

IN 6 IN. x 6 IN. ANCHOR

TRENCH, STAPLE, BACKFILL

AND COMPACT SOIL

STARTING AT TOP OF

SLOPE, ROLL BLANKETS IN

DIRECTION OF WATER FLOW

PREPARE SEED BED

(INCLUDING APPLICATION OF LIME,

FERTILIZER AND SEED) PRIOR TO

BLANKET INSTALLATION

REFER TO MANUF. RECOMMENDED

STAPLING PATTERN FOR

STEEPNESS AND LENGTH OF

SLOPE BEING BLANKETED

THE BLANKET SHOULD

NOT BE STRETCHED;

IT MUST MAINTAIN

GOOD SOIL CONTACT

OVERLAP BLANKET ENDS 6 IN. MIN.

WITH THE UPSLOPE BLANKED

OVERLYING THE DOWNSLOPE BLANKET

(SHINGLE STYLE). STAPLE SECURELY.

STANDARD CONSTRUCTION DETAIL #11-1

EROSION CONTROL BLANKET INSTALLATION

NO SCALE

A MACHINE PRODUCED MAT OF ORGANIC, BIODEGRADABLE MULCH MATERIAL SUCH AS STRAW,

CURLED WOOD CELLULOSE, COCONUT FIBER, OR COMBINATIONS OF MATERIAL EVENLY

DISTRIBUTED AND ATTACHED ON ONE SIDE OF A PHOTODEGRADABLE POLYPROPYLENE MESH WITH

HIGH-STRENGTH THREADS. BLANKET CONFORMING TO THE FOLLOWING PHYSICAL PROPERTIES:

1. WEIGHT 8 OUNCES PER SQUARE YARD, MINIMUM

2. MAT THICKNESS APPROXIMATELY 0.125 INCH TO 0.6 INCH

EROSION CONTROL BLANKET

NO SCALE

STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG

FILTER BAG

WELL VEGETATED, GRASSY AREA

FILTER BAG

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

DISCHARGE HOSE

PUMP

INTAKE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)PLAN VIEW

ELEVATION VIEWNOTES:

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE

FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

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

ALREADY ATTACHED.

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

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

AREA IS NOT AVAILABLE.

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

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

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS.

PUMP INTAKES SHALL BE FLOATING AND SCREENED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL

THE PROBLEM IS CORRECTED.

EROSION AND SEDIMENTATION

CONTROL DETAILS C-05

SAARG NONE

TAF

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

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AOS % RETAINED

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ASTM D-4751

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80 SIEVE

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1. EROSION AND SEDIMENTATION CONTROL MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE

DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THESE CONTROLS.

2. 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.

3. ANY DISTURBED AREAS NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL

BE MULCHED WITH STRAW OR EQUIVALENT MATERIAL, AT A RATE OF 3 TONS PER ACRE.

4. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E.

STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR SUITABLE EQUIVALENT, AT A RATE OF 3 TONS PER ACRE. ON SLOPES 3:1 OR STEEPER, TEMPORARY SEEDING

SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS.

5. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS IMMEDIATELY AFTER FINAL GRADING.

MULCH TO BE USED AT RATE OF 3 TONS PER ACRE FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. EROSION CONTROL

BLANKETS WILL BE USED ON ALL SLOPES 3:1 OR STEEPER AND WITHIN DRAIN CHANNEL.

6. UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE OPERATOR SHALL STABILIZE IMMEDIATELY THE DISTURBED AREAS TO PROTECT FROM ACCELERATED EROSION. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTURBED AREAS, WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN ONE YEAR, MUST BE STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS.

7. TEMPORARY AND PERMANENT SEEDING RATES WILL BE AS FOLLOWS:

TEMPORARY SPECIES: ANNUAL RYEGRASS

APPLICATION RATE: 10 LBS/1,000 SY

FERTILIZER TYPE: 10-20-20

FERTILIZER APPL. RATE: 140 LBS/1,000 SY

LIMING RATE: 1 TON PER ACRE

SEEDING DATES: MARCH 15 TO OCTOBER 15

NOTE:

TEMPORARY SOIL STABILIZATION BEYOND THE SEEDING DATES WILL BE WITH STRAW MULCH OR SUITABLE EQUIVALENT AS

REFERENCED IN NOTES 3 AND 4.

PERMANENT SPECIES: (SEEDING DATES, MARCH 1 TO JUNE 1 & AUGUST 1 TO OCTOBER 1)

LAWN AREA (MIXTURE NO. 1)

SPECIES IN MIX MIX % BY WEIGHT MIN. % PURITY GERMINATION MAX. %

WEED SEED

RED FESCUE CHEWINGS 30 95 85 0.50

KENTUCKY BLUEGRASS 50 85 80 0.40

RED TOP 3 90 90 0.75

PERENNIAL RYE GRASS 17 90 90 0.50

STEEP SLOPES (MIXTURE NO. 2) (3:1 OR STEEPER)

ANNUAL RYE 100 95 90 0.15

MULCH:

ANY THRESHED GRAIN OR TALL HAY GRASS STALKS FREE OF SEED BEARING STALKS, WEEDS OR ROOTS HARMFUL

TO LAWN GROWTH.

EROSION CONTROL BLANKET:

ASOIL COVERING MADE FROM STRAW, COIR, EXCELSIOR, OR SYNTHETIC MATERIAL EITHER ROLLED ON OR SPRAYED ON USED TO MINIMIZE THE POTENTIAL FOR EROSION OF AN EXPOSED SOIL UNTIL A SUITABLE VEGETATIVE COVER CAN BE

ESTABLISHED.

HYDROSEEDING:

SEEDING AND SOIL SUPPLEMENT MAY BE PERFORMED BY HYDROSEEDING (SLURRY) APPLICATIONS. ALL APPLICATIONS MUST HAVE A MULCH BINDER. HYDROSEEDING SHALL BE PERFORMED BETWEEN MARCH 1 TO JUNE 1 & AUGUST 1

TO OCTOBER 1.

APPLICATION RATE:

LAWN AREA - 45 LBS. PER 1000 SQ. YD. AREA; STEEP SLOPES - 9 LBS. PER 1000 SQ. YD. AREA.

FERTILIZER TYPE:

FERTILIZER APPL. RATE: 140LBS/1000 SY

FERTILIZER TYPE: 10-20-20

LIMING RATE:

4 TONS PER ACRE

8. A ROCK CONSTRUCTION ENTRANCE OF AASHTO #1 CLEAN STONE WILL BE PLACED AT CONSTRUCTION ENTRANCES.

ENTRANCES SHALL BE 50 FT. MINIMUM IN LENGTH AND 20 FT. IN WIDTH. FILTER CLOTH IS REQUIRED PRIOR TO STONE

PLACEMENT.

9. ANY CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN MUST MEET ALL CURRENT STATE EROSION AND SEDIMENT

POLLUTION CONTROL REQUIREMENTS AS WELL AS DISTRICT REQUIREMENTS.

10. THE CONTRACTOR SHALL COMPLY WITH CHAPTER 105 (DAM SAFETY AND WATERWAYS), ALL GP-5 PERMIT CONDITIONS, AND

COMPLETE ALL WORK IN ACCORDANCE WITH CHAPTER 102 (EROSION CONTROL REQUIREMENTS).

11. THE COUNTY CONSERVATION DISTRICT SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF BEGINNING LAND

DISTURBANCE ACTIVITIES.

12. PUMPED WATER FILTER BAG SEDIMENT TRAP WILL BE USED AS REQUIRED FOR THE DEWATERING OF

EXCAVATIONS.

13. INSTALL FILTER SOCK BARRIERS ON THE DOWNSLOPE SIDE OF ALL STOCK PILES AND WHERE SHOWN ON

THE DRAWINGS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY EXCESS MATERIAL AND MAKE SURE SITE(S) RECEIVING THE EXCESS MATERIAL HAS AN APPROVED EROSION CONTROL PLAN THAT MEETS THE

CONDITION OF CHAPTER 102 AND/OR OTHER STATE AND FEDERAL REGULATIONS.

15. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION THE CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE AND MAINTAIN ALL THE BEST MANAGEMENT PRACTICES. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROL 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.

16. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENTATION

CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE

STABILIZED IMMEDIATELY.

17. AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY WILL BE REMOVED AND REDEPOSITED ONTO THE CONSTRUCTION SITE. REMOVAL CAN BE COMPLETED THROUGH USE OF MECHANICAL OR HAND TOOLS, BUT MUST NEVER BE WASHED OFF THE ROAD BY USE

OF WATER.

18. SEDIMENT REMOVED FROM E&SPC CONTROLS AND FACILITIES SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOOD PLAINS OR DRAINAGE SWALES AND IMMEDIATELY

STABILIZED OR PLACED IN TOPSOIL STOCKPILES.

19. SHOULD UNFORESEEN EROSION CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR

SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT

PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED STONE AND OTHER MULCHES SHALL BE HELD IN READINESS TO DEAL

IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION.

20. THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE , WATER RESOURCES, CHAPTER 102, EROSION CONTROL.

21. A COPY OF THIS EROSION AND SEDIMENTATION CONTROL REPORT AND PLANS MUST BE POSTED AT THE

CONSTRUCTION SITE.

22. STORMWATER INLETS, WHICH DO NOT DISCHARGE TO SEDIMENT TRAPS OR BASINS, MUST BE PROTECTED

UNTIL THE TRIBUTARY AREAS ARE STABILIZED.

23. SEDIMENT MUST BE REMOVED FROM INLET PROTECTION AFTER EACH STORM EVENT.

24. STOCKPILE HEIGHTS MUST NOT EXCEED 35'. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.

25. DIVERSION CHANNELS, SEDIMENTATION BASINS, SEDIMENT TRAPS, AND STOCKPILES MUST BE STABILIZED

IMMEDIATELY.

26. HAY AND STRAW MULCH MUST BE APPLIED AT RATES OF AT LEAST 3.0 TONS PER ACRE.

27. 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 SURFACE EROSION AND SUBSURFACE CHARACTERISTICS

SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.

28. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO

THOSE AREAS DESCRIBED IN EACH STAGE.

29. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENTATION CONTROL PLAN PREPARER, AND A REPRESENTATIVE OF THE COUNTY CONSERVATION DISTRICT TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INC. AT 1-800-242-1776 FOR

BURIED UTILITIES LOCATION.

30. BEFORE IMPLEMENTING ANY REVISIONS TO THE EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE E&S CONTROL PLAN, THE OPERATOR

MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE COUNTY CONSERVATION DISTRICT.

31. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA

CODE 260.1 ET SEQ. 271.1 E. SEQ. AND 287.1 ET SEQ.

32. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE COUNTY CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED AND MAINTAINED ACCORDING TO CHAPTER 102 REGULATIONS. THE OPERATOR SHALL ALSO NOTIFY THE COUNTY CONSERVATION DISTRICT IN WRITING OF ALL RECEIVING SPOIL AND BORROW AREAS WHEN THEY HAVE BEEN IDENTIFIED.

33. THE CONTRACTOR SHALL PROVIDE INLET PROTECTION DOWN SIDE STREETS WHERE THE POTENTIAL OF

RUNOFF FROM THE WORK AREA EXISTS.

34. ALL INLETS AS SHOWN WITH TYPE 1 OR TYPE 2 INLET PROTECTION ARE WITHIN THE HALF ACRE DRAINAGE

REQUIREMENT.

1. THE CONTRACTOR SHALL SUBMIT EROSION AND SEDIMENTATION CONTROL PLANS FOR

ALL STAGING AND/OR STOCKPILE AREAS TO THE COUNTY CONSERVATION DISTRICT

FOR THEIR REVIEW AND APPROVAL A MINIMUM OF THIRTY DAYS IN ADVANCE OF ANY

EARTH DISTURBANCE ACTIVITY. PROVIDE PROOF OF APPROVAL TO ENGINEER/OWNER.

2. INSTALL ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, i.e.

INLET PROTECTION TYPES 1 AND 2 AND SILT SOCK ASSOCIATED WITH THE DRAINAGE

OF THE AREA TO BE DISTURBED AS SHOWN ON THE DRAWINGS.

3. SAW CUT PAVEMENT AS NECESSARY TO CONSTRUCT THE MAIN, BUT NO DISTURBANCE

IS TO EXCEED RIGHT-OF-WAY LIMITS AND NO MORE THAN 5 DAYS IN ADVANCE OF

CONSTRUCTION.

4. EXCAVATE THE TRENCH. LENGTH OF EXCAVATION TO BE LIMITED TO WHAT PIPE CAN

INSTALLED THE SAME DAY.

5. INSTALL THE REQUIRED PIPING IN THE TRENCH.

6. BACKFILL TRENCH AND PERFORM THE GRADING.

7. PERFORM HYDROSTATIC TESTING.

8. IN CRITICAL SLOPE AREAS WORK SHALL BE CONTINUOUS UNTIL STABILIZATION IS

ACHIEVED.

9. FINALIZE PERMANENT SITE RESTORATION AND SEEDING.

10. REMOVE TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES AFTER SITE

STABILIZATION. 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 SURFACE EROSION AND SUBSURFACE CHARACTERISTICS

SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.

EROSION AND SEDIMENT POLLUTION CONTROL GENERAL NOTES

SEQUENCE OF CONSTRUCTION

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

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MECHANICSBURG, PENNSYLVANIA

LEHIGH RIVER CROSSING

LEHIGHTON WATER AUTHORITY

LEHIGHTON, PENNSYLVANIA 058110

JULY 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT. AND ANY MISUSE, REUSE,

ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 2026033809 & 20262033810

EROSION AND SEDIMENTATION

CONTROL NOTES C-06

SAARG NONE

TAF

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II, WATER RESOURCES, CHAPTER 102,

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PREPAREDNESS, PREVENTION, AND CONTINGENCY PLAN:

NOTE: A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES.

THE PURPOSE OF THIS PLAN IS TO ADDRESS OTHER ASPECTS OF POLLUTION CONTROL

OTHER THAN EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN. THIS PLAN WILL

COVER SOLID WASTE DISPOSAL, SANITARY FACILITIES, WATER SOURCES, CONCRETE

WASTE, FUEL TANKS, HAZARDOUS WASTE AND SPILL REPORTING.

1. SOLID WASTE DISPOSAL

NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE

DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING

DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE

COLLECTED AND PLACED IN…

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