2-Norma Street Sewer Main Extension Project Drawings 4660.002.pdf

PDF 9 MB Posted Jan 21, 2026

Attached to: Norma Street Sewer Main Extension Entech No. 4660. 002
Solicitation number: Not on record
Issued by: Northampton County, Pennsylvania

About this file

Written by GovTribe AI · Jan 26, 2026

This file contains construction drawing documents for the Norma Street Sewer Main Extension Project being conducted by Palmer Township, Northampton County, Pennsylvania. The project involves the extension of the existing sanitary sewer system with approximately 1,350 linear feet of 8-inch sanitary sewer pipe and installation of six sanitary sewer manholes, along with associated trenching, backfilling, testing, bypass pumping, and restoration work. The project is located along Norma Street, South Nulton Avenue, and Dalton Street in Palmer Township, Easton, Pennsylvania. Bids for construction will be received electronically via the PennBid Program until Monday, February 9th at 3:00 P.M. local time. A pre-bid conference is scheduled for Wednesday, January 28th at 1:00 P.M. at the Township's Public Works/Public Utilities Office located at 3500 Hartley Avenue, Easton, PA 18045, though attendance is not required. The project drawings indicate a limit of disturbance of 0.87 acres and include plan and profile views for multiple street segments, construction details for sanitary sewer installations, and erosion and sedimentation control measures. All surplus soils excavated within Palmer Township property must remain on-site with disposal location coordinated with the township.

The project is subject to American Iron and Steel (AIS) requirements under P.L. 113-76, the Consolidated Appropriations Act of 2014, and Davis Bacon Act Federal Wage Rates apply to this federally funded project. Contractors must comply with Pennsylvania Department of Environmental Protection (PADEP) minimum separation distances, including a minimum of ten feet horizontal separation between water and sanitary sewer lines and 36 inches vertical clearance below petroleum pipelines. The contractor is required to verify all existing facility locations and elevations through field investigation prior to construction, utilize rubber-tracked equipment or protective matting on paved surfaces, and maintain dust control measures throughout construction operations. Night work and weekend work may be required at the owner's discretion with no additional compensation to the contractor. All bidding documents are available at no cost through the PennBid Program, and further requirements regarding bid submittal, bid security, qualifications, and contract award procedures are specified in the Instructions to Bidders included in the complete bidding documents.

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Other files

File	Type	Posted
1-Norma Street Sewer Main Extension Project Manual 4660.002.pdf	PDF	Jan 21, 2026
2-Statement of ExperienceQualifications.pdf	PDF	Aug 25, 2025
3-Palmer Township 2025 Street Tree Planting Project Manual.pdf	PDF	Aug 25, 2025
1-Anti-Collusion Affidavit.pdf	PDF	Aug 25, 2025

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CIVIL LEGEND

LIMIT OF DISTURBANCE

Bh SwD

PROPOSED SANITARY SEWERSAN

PROPOSED SANITARY MANHOLE

NPDES PERMIT BOUNDARY

TEXT PROPOSED TEXT

MATCHLINE

MATCH LINE REFER TO DWG C-101

CS-12 CS-12 CS-12 COMPOST SILT SOCK

PROPOSED SANITARY LATERALSL

INLET FILTER PROTECTION

PROPOSED SANITARY CLEANOUTCO

ROCK CONSTRUCTION ENTRANCE

PROPOSED TREELINE

4660.002

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 9, 2026 H:\0004660.002\04-CAD\SheetFiles\G-001.dwgLa st

E di te d by : s ba pt is ta

G M

G-001

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SAB

AS NOTED

C O

S H

JANUARY 21, 2026

BIDDING

PALMER TOWNSHIP, PENNSYLVANIA 18045

3 WELLER PL

PALMER TOWNSHIP

PALMER TOWNSHIP, NORTHAMPTON COUNTY, PA

NORMA STREET SEWER MAIN EXTENSION PROJECT

LOCATION / TOPOGRAPHICAL MAP

SCALE: 1"=2000'

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

00 2000' 4000'

GENERAL PROJECT NOTES

SECTION INDICATOR

DETAIL INDICATOR

ELEVATION INDICATOR

DRAWING CONVENTIONS

?-201

A ?-301

?-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

DRAWING NUMBER

SECTION LETTER

DRAWING NUMBER

ELEVATION LETTER

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DEMOLITION KEYNOTE

SYMBOL

PHOTOGRAPH INDICATOR

PHOTOGRAPH

IDENTIFICATION

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXIST

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 COVER SHEET

G-101 INDEX PLAN

CIVIL

C-101 NORMA STREET PLAN AND PROFILES (STA 0+00 TO STA 6+40)

C-102 NORMA STREET PLAN AND PROFILES (STA 6+40 TO STA 13+50)

C-103 DALTON STREET PLAN AND PROFILE (STA 0+00 TO STA 1+59)

C-104 SOUTH NULTON AVENUE PLAN AND PROFILES (STA -3+43 TO STA 0+16)

C-501 CONSTRUCTION DETAILS

C-701 RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 EROSION AND SEDIMENTATION CONTROL NOTES

ES-502 EROSION AND SEDIMENTATION CONTROL DETAILS

DENOTES REFERENCE TO ENLARGED PLAN

WITH DRAWING NUMBER INDICATED

?-XXX

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

ASTOUND BROADBAND POWERED BY RCN 5508 NORBATH BLVD,

NORTHAMPTON, PA 18067

EMAIL: eric.beers@astound.com

PHONE: 610-972-0597 ERIC BEERS

EASTON SUBURBAN WATER AUTHORITY

3700 HARTLEY AVE,

PO BOX 3819

EASTON , PA 180433819

PHONE: 610-258-7181 OFFICE PERSONNEL

COMCAST 1004 CORNERSTONE BLVD,

DOWNINGTOWN, PA 19335

EMAIL: johncedrick_salvatierra@comcast.com

PHONE: 267-271-9781 JOHN CEDRICK SALVATIERRA

PALMER TOWNSHIP 3500 HARTLEY AVE,

EASTON, PA 18045

EMAIL: skistler@palmertwp.com PHONE: 610-253-2995 ext. 1407 SCOTT KISTLER

PENNSYLVANIA ELECTRIC CO 341 WHITE POND DRIVE,

AKRON, OH 44320

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013 MELLYSSA ADAMS

PPL ELECTRIC UTILITIES CORPORATION 437 BLUE CHURCH RD,

PAXINOS, PA 17860

EMAIL: dlhaupt@pplweb.com

PHONE: 570-490-5684 DOUG HAUPT

SERVICE ELECTRIC CABLE TV INC

2260 AVENUE A,

LVIP 1,

BETHLEHEM, PA 18017

EMAIL: rperich@sectv.com

PHONE: 610-625-8502 RICH PERICH

UGI 2121 CITY LINE ROAD,

BETHLEHEM, PA 18017

EMAIL: tsteward@ugi.com

PHONE: 484-226-8132 TIMOTHY STEWARD

VERIZON PENNSYLVANIA LLC EMAIL: 1call-verizon-pade@verizon.com OFFICE PERSONNEL

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL SERIAL NUMBER

COORDINATE PA PROJECT #: 8866034

SERIAL NUMBERS ISSUED:

20243461989 - PRELIMINARY

20260052607 - FINAL

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

1. FIELD SURVEY BY OTT CONSULTING, INC.; DATED APRIL, 2024.

2. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED OR FIELD VERIFIED.

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

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE

CONTRACTOR PRIOR TO BIDDING.

4. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

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

UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY CALLING

1-800-242-1776.

5. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS ON THE

CONSTRUCTION PLANS ARE APPROXIMATE LOCATIONS DELINEATED FROM

LIMITED FIELD MARKINGS AND AVAILABLE RECORDS. THEREFORE, ANY

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

CAUSE OF THE CONTRACTOR TO DENY RESPONSIBILITY FOR PROTECTION

AND/OR REPAIR DURING CONSTRUCTION. CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING FACILITIES AND PROVIDE ALL PROTECTIVE

MEASUREMENTS, RESTRAINTS AND APPURTENANCES AS NECESSARY.

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

PROJECT MANUAL/SPECIFICATIONS.

7. CONTRACTOR SHALL PROVIDE ALL FITTINGS NECESSARY TO MAINTAIN

HORIZONTAL AND VERTICAL ALIGNMENT OF PIPELINES.

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

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL CONFORM

TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

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

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

AND PRIVATE ROAD SURFACES, DURING TRENCHING, EXCAVATION AND

GENERAL CONSTRUCTION OPERATIONS.

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

WATER SUPPLY AT ALL TIMES. CONTRACTOR SHALL USE WATER OR

OTHER MEANS NECESSARY FOR DUST CONTROL.

11. CONTRACTOR SHALL ABIDE BY ALL ISSUED PERMIT CONDITIONS

INCLUDING TRAFFIC CONTROL AND EROSION AND SEDIMENTATION

CONTROL.

12. CONTRACTOR SHALL PROVIDE ALL PIPE, MANHOLES, CLEANOUTS,

FITTINGS, TRACER WIRE AND OTHER COMPONENTS AS DESCRIBED IN THE

PROJECT MANUAL AND DRAWINGS.

13. THE CONTRACTOR IS ADVISED THAT NIGHT WORK AND/OR WORK ON

SATURDAY AND SUNDAY MAY BE REQUIRED. IT WILL BE THE DECISION OF

THE OWNER IF CONNECTIONS MUST BE MADE OTHER THAN NORMAL

WORKING HOURS. THE WORK WILL BE ACCOMPLISHED AT NO ADDITIONAL

COST TO THE OWNER.

14. CONTRACTOR SHALL ABIDE BY ALL PADEP MINIMUM SEPARATION

DISTANCES, INCLUDING BUT NOT LIMITED TO A MINIMUM OF TEN (10) FEET

HORIZONTAL SEPARATION BETWEEN ALL WATER AND SANITARY SEWER

LINES. SEWER MAINS MUST BE INSTALLED A MINIMUM OF 36" VERTICALLY

BELOW THE BOTTOM OF PETROLEUM PIPELINES. A MINIMUM OF 18"

VERTICAL AND 18" HORIZONTAL CLEARANCE IS REQUIRED BETWEEN

SEWER MAINS AND ALL OTHER UTILITIES.

15. LOCATIONS OF LATERALS AND CURB STOPS ARE SUBJECT TO CHANGE

UPON VERIFICATION WITH THE OWNER.

16. CONTRACTOR SHALL VERIFY WITH THE PROPERTY OWNER ALL LATERAL

LOCATIONS AND RECEIVE APPROVAL WITH OWNER FOR ALL WORK

LOCATED ON PROPERTY.

PROJECT AREAS

ISSUED FOR

SSAN SAN

SSAN SAN SAN

SSAN SAN

SAN

C O

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

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

4660.002

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 9, 2026 H:\0004660.002\04-CAD\SheetFiles\G-101.dwgLa st

E di te d by : s ba pt is ta

G M

G-101

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C O

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N O

R M

N E

N P

R O

MBP

SAB

AS NOTED

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

SCALE:1 1" = 80'

INDEX PLAN

00 80' 160'

DWG C-101

DWG C-102

DWG C-103

DWG C-104

C S-12

-1 +2

-0

0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00

MH-7

STA 2+52

SAN SAN SAN SAN SAN SAN

MH-8

STA 4+73

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

MH-6

STA 0+16

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

C S-12 0+00

0+16

UoB UudB

UbB

UbB UbB UbB

UbB

UoB

UbB

UoB

UudB

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+40

MH-6

STA 0+16

TOP 410.24

INV IN 404.56 (8" S)

INV OUT 404.46 (8" E)

MH-7

STA 2+52

TOP 416.00

INV IN 403.53 (8" W)

INV OUT 403.43 (8" E)

MH-8

STA 4+73

TOP 417.22

INV IN 402.56 (8" W)

INV IN 402.56 (8" S)

INV OUT 402.46 (8" E)

232' of 8" PVC @ 0.40%

217' of 8" PVC @ 0.40%

255' of 8" PVC @ 1.82%

1' -6

14' of 8" PVC @ 0.40%

Bh SwD

12" COMPOST FILTER SOCK

ROCK CONSTRUCTION ENTRANCE

LIMIT OF DISTURBANCE

CS-12 CS-12

INLET FILTER PROTECTION

PROPOSED TREELINE

0+00 0+16

14' of 8" PVC @ 2.17%

MH-8

STA 0+00

TOP 417.22

INV IN 402.56 (8" W)

INV IN 402.56 (8" S)

INV OUT 402.46 (8" E)

4660.002

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 9, 2026 H:\0004660.002\04-CAD\SheetFiles\C-101.dwgLa st

E di te d by : s ba pt is ta

G M

C-101

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T O

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N O

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N E

N P

R O

MBP

SAB

AS NOTED

N O

R M

N D

P R

0) C

SCALE:1 1" = 30'

NORMA STREET PLAN (STA 0+00 TO STA 6+40)

00 30' 60'

SCALE:2 1" = 30'

NORMA STREET PROFILE (STA 0+00 TO STA 6+40)

1" = 3'

00 30' 60'

M A

E R

T O

D W

G C

-1

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

2. WATERSHED INFO: SITE DRAINS TO LEHIGH RIVER (WWF-MF).

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED SANITARY SEWER MAIN AND LATERAL

INSTALLATION.

4. ALL SURPLUS SOILS EXCAVATED WITHIN PALMER TOWNSHIP PROPERTY

MUST REMAIN ON-SITE. ON-SITE DISPOSAL LOCATION TO BE

COORDINATED WITH THE TOWNSHIP. UNLESS SPECIFICALLY CALLED OUT,

THERE IS TO BE NO CUTTING, CLEARING OR GRUBBING OF TREES.

E&S LEGEND

SOIL TYPES

SHEET KEYNOTES

UbB UDORTHENTS, LIMESTONE, 0 TO 8 PERCENT SLOPES UoB URBAN LAND - DUFFIELD COMPLEX, 0 TO 8 PERCENT SLOPES UudB URBAN LAND - UDORTHENTS, LIMESTONE COMPLEX, 0 TO 8 PERCENT

SLOPES

1. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE

LOCATION, SIZE, MATERIAL, AND DEPTH.

2. CONTRACTOR, IN CONJUNCTION WITH PALMER TOWNSHIP, SHALL

COORDINATE FINAL LOCATION OF LATERAL WITH HOMEOWNER.

3. MINOR TREE REMOVAL ANTICIPATED. CONTRACTOR SHALL

COORDINATE WITH PALMER TOWNSHIP TO DETERMINE THE EXTENT OF

TREE REMOVAL BEFORE CONSTRUCTION BEGINS.

SANITARY SEWER

MANHOLE (TYP. 3 PLCS.)

C-501

LIMIT OF DISTURBANCE:

0.87 ACRES

12" COMPOST

FILTER SOCK (TYP.)

ES-502ROCK CONSTRUCTION

ENTRANCE

ES-502

14'-0" PLUGGED STUB

FOR FUTURE

8" PLUG

INV APPROX. 404.62

SCALE:3 1" = 30'

(STA 0+00 TO STA 0+16)

STONES CROSSING ROAD PROFILE

1" = 3' 00 30' 60'

8" PLUG

INV APPROX. 402.86

14'-0" PLUGGED STUB

FOR FUTURE

INLET FILTER

PROTECTION

ES-502

C-501

13+50

6+60 7+20 7+80 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60

MH-10

STA 7+33

SAN SAN SAN

MH-13

STA 10+33

SAN SAN SAN SAN SAN SAN SAN SAN

MH-14

STA 12+93

SAN SAN SAN SAN SAN SAN SAN

SAN

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

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

CS-12

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

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

0+00

0+16

UbB UbB UbB

UbB UoB

UoBUoB

UoB

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

9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+5013+50

MH-10

STA 7+33

TOP 410.03

INV IN 397.80 (8" W)

INV IN 397.80 (8" S)

INV OUT 397.70 (8" E)

255' of 8" PVC @ 1.82%

296' of 8" PVC @ 3.53%

MH-13

STA 10+33

TOP 394.27

INV IN 387.24 (8" W)

INV OUT 387.14 (8" E)

MH-14

STA 12+93

TOP 391.06

INV IN 386.12 (8" W)

INV OUT 386.02 (8" S)

256' of 8" PVC @ 0.40% 54' of 8" PVC @ 0.40%

INV IN 385.81 (8" N)

296' of 8" PVC @ 3.53%

0+00 0+16

14' of 8" PVC @ 0.40%

MH-10

STA 0+00

TOP 410.03

INV IN 397.80 (8" W)

INV IN 397.80 (8" S)

INV OUT 397.70 (8" E)

Bh SwD

12" COMPOST FILTER SOCK

ROCK CONSTRUCTION ENTRANCE

LIMIT OF DISTURBANCE

CS-12 CS-12

INLET FILTER PROTECTION

PROPOSED TREELINE

4660.002

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 9, 2026 H:\0004660.002\04-CAD\SheetFiles\C-102.dwgLa st

E di te d by : s ba pt is ta

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C-102

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MBP

SAB

AS NOTED

N O

R M

N D

P R

SCALE:1 1" = 30'

NORMA STREET PLAN (STA 6+40 TO STA 13+50)

00 30' 60'

SCALE:2 1" = 30'

NORMA STREET PROFILE (STA 6+40 TO STA 9+00)

1" = 3'

00 30' 60'

M A

E R

T O

D W

G C

-1

SCALE:3 1" = 30'

NORMA STREET PROFILE (STA 9+00 TO STA 13+50)

1" = 3'

00 30' 60'

8"x6" WYE

SANITARY SEWER

MANHOLE

(TYP. 3 PLCS.)

C-501

SEWER

LATERAL

C-501

LIMIT OF DISTURBANCE:

0.87 ACRES

12" COMPOST

FILTER SOCK (TYP.)

ES-502

TIE-IN TO

EXISTING MANHOLE

C-501

SCALE:4 1" = 30'

(STA 0+00 TO STA 0+16)

ARLINGTON STREET PROFILE

1" = 3' 00 30' 60'

8" PLUG

INV APPROX. 397.86

14'-0" PLUGGED STUB

FOR FUTURE

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

2. WATERSHED INFO: SITE DRAINS TO LEHIGH RIVER (WWF-MF).

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED SANITARY SEWER MAIN AND LATERAL

INSTALLATION.

4. ALL SURPLUS SOILS EXCAVATED WITHIN PALMER TOWNSHIP PROPERTY

MUST REMAIN ON-SITE. ON-SITE DISPOSAL LOCATION TO BE

COORDINATED WITH THE TOWNSHIP. UNLESS SPECIFICALLY CALLED OUT,

THERE IS TO BE NO CUTTING, CLEARING OR GRUBBING OF TREES.

E&S LEGEND

SOIL TYPES

SHEET KEYNOTES

UbB UDORTHENTS, LIMESTONE, 0 TO 8 PERCENT SLOPES UoB URBAN LAND - DUFFIELD COMPLEX, 0 TO 8 PERCENT SLOPES UudB URBAN LAND - UDORTHENTS, LIMESTONE COMPLEX, 0 TO 8 PERCENT

SLOPES

1. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE

LOCATION, SIZE, MATERIAL, AND DEPTH.

2. CONTRACTOR, IN CONJUNCTION WITH PALMER TOWNSHIP, SHALL

COORDINATE FINAL LOCATION OF LATERAL WITH HOMEOWNER.

3. MINOR TREE REMOVAL ANTICIPATED. CONTRACTOR SHALL

COORDINATE WITH PALMER TOWNSHIP TO DETERMINE THE EXTENT OF

TREE REMOVAL BEFORE CONSTRUCTION BEGINS.

0+00

0+60 1+20 1+59

MH-15

STA 0+00

SAN SAN SAN SAN

UbB UoB

UbB UoB UoB UoB

UoBUoB

0+00 0+30 0+60 0+90 1+20 1+501+59

MH-15

STA 0+00

TOP 383.84

INV OUT 379.53 (8" S)

155' of 8" PVC @ 0.40%

1+591+50

INV IN 378.91 (8" N)

1' -6

Bh SwD

12" COMPOST FILTER SOCK

ROCK CONSTRUCTION ENTRANCE

LIMIT OF DISTURBANCE

CS-12 CS-12

INLET FILTER PROTECTION

PROPOSED TREELINE

4660.002

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 9, 2026 H:\0004660.002\04-CAD\SheetFiles\C-103.dwgLa st

E di te d by : s ba pt is ta

G M

C-103

O W

T O

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C O

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N O

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N E

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R O

MBP

SAB

AS NOTED

A N

D P

R O

9) C

SCALE:1 1" = 30'

DALTON STREET PLAN (STA 0+00 TO STA 1+59)

00 30' 60'

SCALE:2 1" = 30'

DALTON STREET PROFILE (STA 0+00 TO STA 1+59)

1" = 3'

TIE-IN TO

EXISTING MANHOLE

C-501

SANITARY SEWER

MANHOLE

C-501

LIMIT OF DISTURBANCE:

0.87 ACRES

8"x6" WYE

ADD ALTERNATE NO. 1.1

INSTALL SANITARY SEWER MAIN

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

2. WATERSHED INFO: SITE DRAINS TO LEHIGH RIVER (WWF-MF).

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED SANITARY SEWER MAIN AND LATERAL

INSTALLATION.

4. ALL SURPLUS SOILS EXCAVATED WITHIN PALMER TOWNSHIP PROPERTY

MUST REMAIN ON-SITE. ON-SITE DISPOSAL LOCATION TO BE

COORDINATED WITH THE TOWNSHIP. UNLESS SPECIFICALLY CALLED OUT,

THERE IS TO BE NO CUTTING, CLEARING OR GRUBBING OF TREES.

E&S LEGEND

SOIL TYPES

SHEET KEYNOTES

UbB UDORTHENTS, LIMESTONE, 0 TO 8 PERCENT SLOPES UoB URBAN LAND - DUFFIELD COMPLEX, 0 TO 8 PERCENT SLOPES UudB URBAN LAND - UDORTHENTS, LIMESTONE COMPLEX, 0 TO 8 PERCENT

SLOPES

1. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE

LOCATION, SIZE, MATERIAL, AND DEPTH.

2. CONTRACTOR, IN CONJUNCTION WITH PALMER TOWNSHIP, SHALL

COORDINATE FINAL LOCATION OF LATERAL WITH HOMEOWNER.

3. MINOR TREE REMOVAL ANTICIPATED. CONTRACTOR SHALL

COORDINATE WITH PALMER TOWNSHIP TO DETERMINE THE EXTENT OF

TREE REMOVAL BEFORE CONSTRUCTION BEGINS.

SEWER LATERAL

PLUGGED FOR FUTURE

C-501

CS-12

-3+43

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

MH-4

STA -3+27

SSAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

C S-12

CS-12

MH-6

STA 0+16

0+00

UudBUudB

UoB

UoB UoB

UudB

UbB UudBUudB

UbB

-3+43 -3+30 -3+00 -2+70 -2+40 -2+10 -1+80 -1+50 -1+20 -0+90 -0+60 -0+30 0+00 0+16

14' of 8" PVC @ 0.40%

MH-4

STA -3+27

TOP 413.62

INV IN 406.02 (8" S)

INV IN 406.02 (8" E)

INV OUT 405.92 (8" N)

339' of 8" PVC @ 0.40%

MH-6

STA 0+16

TOP 410.24

INV IN 404.56 (8" S)

INV OUT 404.46 (8" E)

Bh SwD

12" COMPOST FILTER SOCK

ROCK CONSTRUCTION ENTRANCE

LIMIT OF DISTURBANCE

CS-12 CS-12

INLET FILTER PROTECTION

PROPOSED TREELINE

0+00 0+30

28' of 8" PVC @ 1.16%

MH-4

STA 0+00

TOP 413.62

INV IN 406.02 (8" S)

INV IN 406.02 (8" E)

INV OUT 405.92 (8" N)

1' -6

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-3 +4

6) C

SCALE:1 1" = 30'

PLAN (STA -3+43 TO STA 0+16)

SOUTH NULTON AVENUE

00 30' 60'

SCALE:2 1" = 30'

PROFILE (STA -3+43 TO STA 0+16)

SOUTH NULTON AVENUE

1" = 3'

SANITARY SEWER

MANHOLE

SEWER LATERAL

(TYP. 2 PLCS.)

C-501

8"x6" WYE

INLET FILTER

PROTECTION

(TYP. 2 PLCS.)

ES-502

LIMIT OF DISTURBANCE:

0.87 ACRES

ADD ALTERNATE NO. 2.1

INSTALL SANITARY SEWER MAIN

8"x6" WYE

14'-0" PLUGGED STUB

FOR FUTURE

28'-0" PLUGGED STUB

FOR FUTURE

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

2. WATERSHED INFO: SITE DRAINS TO LEHIGH RIVER (WWF-MF).

3. CONTRACTOR SHALL TEST PIT EXISTING UTILITIES AS NECESSARY TO

FACILITATE PROPOSED SANITARY SEWER MAIN AND LATERAL

INSTALLATION.

4. ALL SURPLUS SOILS EXCAVATED WITHIN PALMER TOWNSHIP PROPERTY

MUST REMAIN ON-SITE. ON-SITE DISPOSAL LOCATION TO BE

COORDINATED WITH THE TOWNSHIP. UNLESS SPECIFICALLY CALLED OUT,

THERE IS TO BE NO CUTTING, CLEARING OR GRUBBING OF TREES.

E&S LEGEND

SOIL TYPES

SHEET KEYNOTES

UbB UDORTHENTS, LIMESTONE, 0 TO 8 PERCENT SLOPES UoB URBAN LAND - DUFFIELD COMPLEX, 0 TO 8 PERCENT SLOPES UudB URBAN LAND - UDORTHENTS, LIMESTONE COMPLEX, 0 TO 8 PERCENT

SLOPES

1. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING PIPE

LOCATION, SIZE, MATERIAL, AND DEPTH.

2. CONTRACTOR, IN CONJUNCTION WITH PALMER TOWNSHIP, SHALL

COORDINATE FINAL LOCATION OF LATERAL WITH HOMEOWNER.

3. MINOR TREE REMOVAL ANTICIPATED. CONTRACTOR SHALL

COORDINATE WITH PALMER TOWNSHIP TO DETERMINE THE EXTENT OF

TREE REMOVAL BEFORE CONSTRUCTION BEGINS.

8" PLUG

INV APPROX. 406.08

00 30' 60'

SCALE:3 1" = 30'

(STA 0+00 TO STA 0+30)

ARCH STREET PROFILE

1" = 3'

8" PLUG

INV APPROX. 406.35

PLAN

WYE

SEWER MAIN

6" P.V.C. SEWER

LATERAL

6" P.V.C. BEND(S)

AS REQUIRED

SCALE:4 NONE

SEWER LATERAL DETAIL

WYE

SECTION

6" P.V.C. SDR 26 LATERAL

SLOPE 1/4" PER FT. MIN.

6" BEND(S)

AS REQUIRED

NOTES:

1. LATERAL MUST BE STRAIGHT ALIGNMENT FROM HOUSE LATERAL TO SEWER MAIN WYE.

2. C.I. BOX SHALL BE TYLER 10" C.I. VALVE BOX TOP SECTION SLIP MODEL 10T-A WITH 5 1/4"

DROP LID MODEL 145349 MARKED "SEWER".

3. FLEXIBLE PIPE COUPLING TO BE FERNCO STRONG BACK RC 5000 SERIES.

4. HOME OWNER IS RESPONSIBLE FOR CONNECTION TO 4'-0" STUB.

5. WARNING TAPE SHALL BE PLACED AT A MINIMUM OF 2'-0" ABOVE ANY MAINLINE OR LATERAL.

6" PVC TEE

TO CURB OR EDGE

OF PAVING / ROW

TO CURB OR EDGE

OF PAVING / ROW

COVER MARKED - "SEWER"

MATCH EXISTING SURFACE

CAST IRON BOX

6" PVC CLEANOUT

END CAP

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PREPARED BY:

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AS NOTED

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

4'-0" PIPE STUB

SCALE:8 NONE

CONCRETE ENCASEMENT DETAIL

PIPE SIZE "A"

4" - 16" 6"

18" - 48" 6"

54" - 84" 10"

UNDISTURBED EARTH

SEWER LINE

BARREL OF PIPE

BELL OF PIPE

NOTE:

1. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE

STRENGTH OF 3,000 PSI AT THE END OF 28 DAYS.

8" OD 8"

TRENCH WIDTH

SCALE:7 NONE

UNDER EXISTING WATER MAIN DETAIL

NEW SEWER LINE CROSSING

MECHANICAL JOINTS REQUIRED (TYP.)

<18"

NEW SEWER LINE

REFER TO CONCRETE

ENCASEMENT DETAIL

GRADE

4' -0

NOTES :

1. WHEN VERTICAL SEPARATION IS LESS THAN 18" PROVIDE CONCRETE ENCASEMENT

ON UNDISTURBED GROUND. THE LENGTH OF THE ENCASEMENT SHALL BE EXTENDED

A MINIMUM OF 10 FEET BEYOND THE CENTERLINE OF THE WATER MAIN IN BOTH

DIRECTIONS.

2. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT THE

END OF 28 DAYS.

EQUAL

DISTANCE

EQUAL

DISTANCE

10'-0"

SCALE:6 NONE

OVER EXISTING WATER MAIN DETAIL

NEW SEWER LINE CROSSING

GRADE

4' -0

NOTES :

1. WHEN VERTICAL SEPARATION IS LESS THAN 18" PROVIDE CONCRETE ENCASEMENT

ON UNDISTURBED GROUND. THE LENGTH OF THE ENCASEMENT SHALL BE EXTENDED

A MINIMUM OF 10 FEET BEYOND THE CENTERLINE OF THE WATER MAIN IN BOTH

DIRECTIONS.

2. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE

END OF 28 DAYS.

NEW SEWER LINE

MECHANICAL JOINTS REQUIRED (TYP.)

<18"

REFER TO CONCRETE

ENCASEMENT DETAIL

EQUAL

DISTANCE

EQUAL

DISTANCE

10'-0"

POLYETHYLENE ENCASEMENT

SCALE:2 NONE

MANHOLE FRAME & COVER

CAST IRON STANDARD

J O

N W

1120141120 Z1

ADE IN USA

M O

/DAY/YR

(4) 7/8" DIA. HOLES

ON 33 3/4" DIA B.C.

25 1/2"

24 1/4"

7"5/ 8"

22"

26 3/16"

36"

FRAME PLAN

FRAME SECTION

EAST JORDAN I RON WORKS

SAN I TARY

S EWE R

MA DE I N USA

MO/DAY/YR X

PROD NO.

1120 A

1 1/2" LETTER

(RECESSED FLUSH)

(2) CLOSED

PICKHOLES

24" DIA.

23 1/4" DIA.

GROOVE O.D.

/1 6"

COVER TOP PLAN

COVER BOTTOM PLAN

COVER SECTION

-.0

.240" +.000 -.005

GROOVE DETAIL

1" 1 3/8"

2 1/4"

PICKHOLE DETAIL

1/4" DIA.

NEOPRENE GASKET

NOTE: FOUR (4) BOLTS REQUIRED PER MANHOLE.

SCALE:3 NONE

MANHOLE FRAME - ANCHOR BOLT DETAIL

3/4" GALV. NUT

3/4"x 1 1/2" GALV. WASHER

3/4" GALV. ALL THREADED ROD

PRECAST CONCRETE TOP SECTION

MIN.

2 1/2" MIN. PROJECTION

ABOVE FINAL COURSE OF

CONCRETE RISER GRADE RINGS

NOTES:

1. ALL PIPE TO MANHOLE CONNECTIONS SHALL BE MADE WITH A CAST-IN-PLACE

GASKET. (TYP) (A-LOK OR APPROVED EQUAL)

2. MANHOLES EXCEEDING A DEPTH OF 16 FEET SHALL PROVIDE PRE-CAST LANDING

PLATFORM.

SCALE:1 NONE

TYPICAL SANITARY SEWER MANHOLE DETAIL

REFER TO FRAME AND COVER DETAIL

24" MIN.

PRECAST CONCRETE GRADE

RINGS (VARIES, MIN. 6", MAX. 12")

HEAT SHRINKABLE

SHEET (TYP.)

CHANNEL6"

MAX.

5" 48" INSIDE

24"x48" ADAPTOR

O-RING JOINT (TYP.)

PREFORMED PLASTIC

SEALING COMPOUND:

FS SS-S-210A, TYPE 1,

ROPE FORM (TYP.)

MANHOLE EXTERIOR TO

BE COATED WITH

BITUMASTIC SEALANT (TYP.)

48" RISERS

COATED ALUMINUM ALLOY MANHOLE

STEPS @ 12" OC WITH CAST IN

PRECAST BASE

6" MIN. COMPACTED

PennDOT 2A MODIFIED ON

UNDISTURBED SUBGRADE

<1 8"

WHEN VERTICAL SEPARATION IS

LESS THAN 18"; PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL BE EXTENDED

A MINIMUM OF 3 FEET BEYOND THE

CENTERLINE OF THE EXISTING UTILITY IN BOTH

DIRECTIONS

NEW SEWER LINE

REFER TO CONCRETE

ENCASEMENT DETAIL

NOTES :

1. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF

3000 PSI AT THE END OF 28 DAYS.

SCALE:5 NONE

UNDER EXIST UTILITY DETAIL

NEW SEWER LINE CROSSING

HPDE MANHOLE INSERT

LATERAL NOTES:

MATERIAL ALLOWED BY TOWNSHIP FOR

BUILDING GRAVITY AND LOW PRESSURE SEWERS

1. ALL MATERIAL USED FOR LATERAL INSTALLATIONS SHALL BE NEW,

FREE FROM DEFECTS AND CONFORM TO ALL STANDARDS SET FORTH

BY THE TOWNSHIP.

2. ALL LATERALS MUST BE INSPECTED BEFORE BACKFILLING. COMPLETED

DRAWINGS SHOWING THE EXACT LOCATION AND DEPTH OF LINE SHALL

BE SUBMITTED TO THE TOWNSHIP DURING FINAL INSPECTION OR THE

LATERAL WILL NOT BE AUTHORIZED TO USE.

3. ALL FEES MUST BE PAID IN PROPER AMOUNT BEFORE A CONNECTION

PERMIT WILL BE ISSUED.

1. GRAVITY BUILDING SEWER: SCH 80 PVC, MINIMUM DIAMETER 4 INCH.

2. GRAVITY SEWER LATERAL: SDR 26 PVC, MINIMUM DIAMETER 6 INCH.

3. GRAVITY SEWER MAIN: SDR 26 PVC, MINIMUM DIAMETER 8 INCH.

4. MINIMUM SLOPE FOR GRAVITY SEWERS AND LATERALS:

a. 4 INCH BUILDING SEWER: 2% (1/4 INCH PER FOOT).

b. 6 INCH LATERAL: 1.0% (1/8 INCH PER FOOT).

c. 8 INCH MAIN: 0.4%.

EXISTING

CONCRETE

MANHOLE

PROPOSED

SEWER PIPE

LINKSEAL OR

APPROVED EQUIVALANT

CORE DRILL PIPE OPENING;

PREVENT CRACKING AND

SPALLING. SIZE TO

ACCOMMODATE PIPE AND

EXPANDABLE SLEEVE

SCALE:9 NONE

TYPICAL TIE-IN TO EXISTING MANHOLE DETAIL

NOTES:

1. PROPOSED SEWER PIPE INVERT ELEVATION SHALL NOT BE BELOW

EXISTING SEWER INVERT ELEVATION.

2. PROPOSED SEWER PIPE SHALL BE LOCATED A MINIMUM OF 8" ABOVE OR

BELOW EXISTING MANHOLE JOINT.

3. AFTER CONNECTION OF PIPE TO MANHOLE, REMOVE CONCRETE CHANNEL

AS REQUIRED AND RECONSTRUCT CHANNEL.

4. KEEP GROUNDWATER, SURFACE WATER AND DEBRIS FROM ENTERING

EXISTING FACILITIES.

5. MAINTAIN EXISTING FLOW DURING CONSTRUCTION.

6. DROPS OVER 2 FT WILL REQUIRE AN INSIDE DROP CONNECTION.

NOTES;

1. PAVEMENT IS SAW CUT FULL DEPTH, WITH A BIT RANGE FROM 10" TO 18" IN DIAMETER;

RESULTING IN A "CORE".

2. THE CORE IS REMOVED AND SAVED FOR REUSE (IF STRUCTURALLY SOUND).

3. A PROTECTIVE STEEL RING IS PLACED TO PROTECT THE EDGE OF OPENING FROM

DAMAGE.

4. VACUUM EQUIPMENT IS USED TO EXCAVATE COMPACTED MATERIAL FROM BOTTOM OF

BASE COURSE TO UTILITY FACILITY.

5. UTILITY WORK IS PERFORMED (E.G., LEAK REPAIR, SERVICE CONNECTION OR DEPTH

OF UTILITY IS VERIFIED.)

6. UTILITY FACILITY IS PROTECTED WITH FINE MATERIAL.

7. SELF-MIXING FLOWABLE FILL MATERIAL IS PLACED FROM TOP OF FINE MATERIAL TO

BOTTOM OF BASE COURSE (FILL IS DESIGNED TO BE TRAFFIC-BERING IN 90 MINUTES).

8. NON-SHRINK GROUT IN PLACED (GROUT IS DESIGNED TO BE TRAFFIC BEARING IN

ABOUT 90 MINUTES).

9. THE REMOVED CORE (OR GENERIC EQUIVALENT REPLACEMENT CORE) IS PLACED IN

THE REMAINING OPENING (ORIGINAL ALIGNMENT AND ORIENTATION IS MAINTAINED IF

REMOVED CORE IS USED) FOR THE GROUT TO THE SURFACE TO FILL THE ANNULAR

SPACE AND CORE EXTRACTION HOLE.

10. THE RESTORED OPENING IS SEALED.

HOT SEAL ALL VERTICAL EDGES WITH

12" WIDE APPLICATION OF CRAFCO

ASPHALT RUBBER TYPE 2, CRAFCO

SUPERFLEX OR EQUIVALENT (TYPICAL)

'CORE' RESULTING FROM SAW-CUT

REMOVE AND REUSE IF POSSIBLE SAW-CUT

10" TO 18"

STEEL RING PLACED

AFTER SAW CUT IS MADE

PLACE NON-SHRINK GROUT

BEFORE PLACING 'CORE' SELF MIXING FLOWABLE FILL

TEST CORE

PROTECT UTILITY WITH

FINE BACKFILL MATERIAL

SCALE:4 TYPICAL TEST CORE FOR ASPHALT DETAIL

NONE

4660.002

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PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

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N D

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

SCALE:6 NONE

TYPICAL CONCRETE CURB DETAIL

NOTES:

1. EXISTING CURB REMOVAL SHALL BE IN COMPLETE SECTIONS (JOINT TO JOINT),

NOT PARTIAL SECTIONS.

2. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF

PENNDOT SPECIFICATIONS, PUBLICATION 408, CURRENT EDITION, SECTION 630.

3. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS, 10'-0" MAX. TO

4'-0" MIN.

4. PLACE 1/2" BITUMINOUS PREMOLDED EXPANSION JOINT FILLER MATERIAL AT

STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM

TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS SECTIONAL AREA OF

CURB.

5. EXPANSION JOINTS SHALL BE SPACED AS REQUIRED BY THE TOWNSHIP -

TYPICALLY 30' OC.

6. EXISTING FULL HEIGHT CURB CANNOT BE MODIFIED INTO DEPRESSED CURB.

CONCRETE CURB

6"2"

SUBGRADE

PAVEMENT STRUCTURE

SEAL CURB IN A NEAT AND

UNIFORM MANNER WITH KOCH 9005

RUBBERIZED BITUMINOUS SEALER

12"

MIN.

12"

MIN.

NOTES:

1. PIPE TO BE ENVELOPED IN, AND INITIAL 12" BACKFILL ON TOP TO BE 1B STONE.

2. BEDDING AND HAUNCHING TO BE 1B STONE (#8 AGGREGATE).

3. FINAL BACKFILL WITHIN PAVED AREAS TO BE 2A LIMESTONE, COMPACTED IN MAXIMUM LAYERS OF 8".

4. SELECT BACKFILL MAY BE UTILIZED WITHIN NON-PAVED AREAS.

5. TRENCH WIDTH SHOWN IS A MINIMUM REQUIREMENT. THE TRENCH WIDTH REQUIRED TO COMPLETE THE

UTILITY INSTALLATION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. WARNING TAPE SHALL BE PLACED AT A MINIMUM OF 2'-0" ABOVE ANY MAINLINE OR LATERAL.

7. AN 8" CLAY CAP/PLUG MAY BE REQUIRED AS DIRECTED BY THE OWNER/ENGINEER. LOCATION TO BE

DETERMINED IN THE FIELD BASED ON SITE CONDITIONS.

SCALE:1 NONE

BACKFILL & PIPE EMBEDMENT DETAIL

TYPICAL EXCAVATION,

FINAL BACKFILL

12" INITIAL

BACKFILL

6" BEDDING

PROPOSED PIPE HAUNCHING

REFER TO SURFACE

RESTORATION DETAILS

NOTES:

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

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

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

REFER TO TRENCH

RESTORATION DETAILS

SCALE:2 RESTORATION DETAIL FOR PAVED ROADWAYS

TYPICAL TEMPORARY SURFACE

6" 2A COARSE

AGGREGATE COMPACTED

OR MATCH EXISTING,

WHICHEVER IS GREATER

SAW-CUT FULL DEPTH

EXISTING PAVEMENT (TYP.)

2" SUPERPAVE ASPHALT DESIGN,

25.0 MM, PG 64S-22,

4" BITUMINOUS MATERIAL REQUIRED

DURING WINTER MONTHS

REFER TO TRENCH

RESTORATION DETAILS

5' (MIN.)

SCALE:5 NONE

FOR PAVED TOWNSHIP ROADWAY/DRIVEWAY

TYPICAL SURFACE RESTORATION DETAIL

12" WIDE BITUMINOUS

SEAL. PG 64S-22 (TYP.)

SAW-CUT FULL DEPTH

EXISTING PAVEMENT (TYP.)

SAW-CUT FULL DEPTH

EXISTING PAVEMENT

(INITIAL SAW CUT) (TYP.)

6" 2A COARSE AGGREGATE

COMPACTED OR MATCH EXISTING,

WHICHEVER IS GREATER

1-1/2" SUPERPAVE ASPHALT DESIGN,

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

3-1/2" MIN. SUPERPAVE ASPHALT DESIGN, 25.0 MM,

PG 64S-22, BASE OR TO A DEPTH OF EXISTING

BASE COURSE, WHICHEVER IS GREATER

NOTE:

1. FOR USE OUTSIDE OF PENNDOT LEGAL ROW.

REFER TO TRENCH

RESTORATION DETAILS

SCALE:3 NONE

FOR GRASS AREAS

TYPICAL SURFACE RESTORATION DETAIL

6" TOPSOIL AND SEED

ALL DISTURBED AREAS

NOTES:

1. CONTRACTOR SHALL REFER TO PERMANENT SEEDING SCHEDULE LISTED IN

EROSION AND SEDIMENT CONTROL PLAN.

NONE

2' -0

" M

DETECTION TAPE

N A

N D

O N

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PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

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DRAWING NO.

Entech Engineering - Printed: Jan. 9, 2026 H:\0004660.002\04-CAD\SheetFiles\ES-501.dwgLa st

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AS NOTED

GENERAL PROJECT NOTES

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

NOTES AND LEGENDS.

STANDARD NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS

SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED

DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT

THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY

CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE

REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW

AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING

CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS,

THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM

PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL

STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL

CONSERVATION DISTRICT TO AN ON-SITE PRE-CONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING

INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE

NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

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

PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN

WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO

IMPLEMENTATION.

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

TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED

IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND

TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE

E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN

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

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

OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY

MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE

LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE

FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH

STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE

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

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL

OFFICE OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT

REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS

OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR

DISCHARGED AT THE SITE.

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

CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING

ACTIVATED.

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

CLEAN FILL.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE,

INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES

THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT

INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS

OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR

ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE).

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

MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES

AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS

CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN

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

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

REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL

MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS

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

THE FILL.

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE

DILIGENCE TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS

CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES,

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

SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY,

SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL

TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A

REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST

LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A

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

SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT

QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A

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

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS

WASTE AND MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR

RESIDUAL WASTE REGULATIONS BASED ON 25 PA. CODE CHAPTERS 287 RESIDUAL WASTE

MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE. THESE

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

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

FILTER BAG AND DISCHARGED TO AN UNDISTURBED VEGETATED AREA.

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

PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS

AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING,

RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S

BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED.

15. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES

FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE

MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

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

CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER

DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT

INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

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

THE PLAN DRAWINGS.

18. AREAS WHICH ARE TO BE TOP SOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND

MULCHING. FILL SLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL

REQUIREMENTS OR CODES.

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

THICKNESS.

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

FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT

CONSTRUCTION OF SATISFACTORY FILLS.

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

INCORPORATED INTO FILLS.

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

24. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN

ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER

APPROVED METHOD.

25. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING

FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE

VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN

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

26. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN.

AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE

STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE

AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE

WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

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

COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO

RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING

FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

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

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE

LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION

OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL

CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S

BMPS.

30. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT

BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORM

WATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE

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

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

GERMINATING SEASON.

31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION

OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL

CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION.

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

FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE

ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF

THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO

$10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP

TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

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

ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES EXCEED 4 DAYS, THE SITE

SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED

EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.

34. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY

BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE

LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN

THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

CONSTRUCTION SEQUENCE NOTES

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

AND STAKED IN THE FIELD.

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

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

LOCATED ON AN AREA THAT IS ENTIRELY EXISTING IMPERVIOUS.

2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCES FOLLOWING DETAIL AND

SPECIFICATIONS ON ES-502. VEHICLES AND EQUIPMENT SHALL ENTER AND EXIT ONLY BY MEANS

OF THE STABILIZED ROCK CONSTRUCTION ENTRANCE. 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 DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER

DRAINAGE COURSES IS NOT ACCEPTABLE.

3. INSTALL ALL PERIMETER BMP'S AS SHOWN ON THE PLANS. PERIMETER BMP'S INCLUDE ALL

PROJECT SILT SOCK AND INLET PROTECTION

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

EROSION AND SEDIMENTATION CONTROLS DURING THE ENTIRE ACTIVE CONSTRUCTION

STAGES. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION,

MAINTENANCE, AND REMOVAL OF ALL EROSION AND SEDIMENTATION CONTROLS THROUGHOUT

THE ENTIRE CONSTRUCTION PROJECT.

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

SEDIMENT REMOVED FROM THE BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE

OF STEEP SLOPES, WETLANDS, FLOODPLAINS, OR DRAINAGE SWALES AND IMMEDIATELY

STABILIZED OR PLACED IN TOPSOIL STOCKPILES.

5. CLEAR AND GRUB PROJECT AREA AS NECESSARY.

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

COMPACTION FOR THE SANITARY SEWER INSTALLATION. REMOVE EXISTING SECTIONS AND

STRUCTURES ALONG THE PROPOSED ALIGNMENT AS CONSTRUCTION OF THE NEW SANITARY

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

EXCAVATED, BACKFILL INSTALLED AND STABILIZED WITHIN ONE WORKING DAY. TRENCHING

SHALL CONFORM TO THE FOLLOWING BMP PROCEDURE:

· WHEN CALLED FOR, BACKFILL WITH “SELECT BACKFILL”, IN WHICH CASE SOIL WILL BE

STORED UNTIL PIPE INSTALLATION IS COMPLETE. THIS EXCAVATED MATERIAL WILL BE LAID

UP GRADIENT OF THE OPEN TRENCH DIRECTING DRAINAGE BACK INTO THE TRENCH, THUS

PREVENTING SEDIMENT FROM MIGRATING TO NEARBY DRAINAGE CHANNELS.

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

PUMPED AND DISCHARGED INTO A PUMPED WATER FILTER BAG OR OTHER APPROVED

FACILITY. DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM

DISTANCE TO ACTIVE WATERWAYS.

7. ONCE UTILITY CONSTRUCTION IS COMPLETE, BEGIN ROADWAY RESTORATION. COMPACT THE

ROADWAY SUBGRADE, INSTALL THE STONE FOR GRAVEL ROADWAY, INSTALL TOPSOIL AND

SEED (STABILIZE) ON ALL DISTURBED AREAS. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMP SHALL BE REMOVED. AREAS DISTURBED DURING REMOVAL OF

TEMPORARY E&S BMPS ARE TO BE IMMEDIATELY STABILIZED.

8. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL

EXPOSED SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING AND MULCHED

IMMEDIATELY. SEED FOLLOWING TEMPORARY SEEDING GUIDELINES ON ES-501.

9. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS SHALL BE REMOVED.

AREAS DISTURBED DURING REMOVAL OF TEMPORARY E&S BMPS ARE TO BE IMMEDIATELY

STABILIZED.

NOTE: A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE

PROJECT SITE DURING CONSTRUCTION UNTIL THE SITE IS STABILIZED.

GROUND COVER (SEE GROUND COVER REQUIREMENTS ON DRAWINGS)

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

REVEGETATED. THE VEGETATIVE COVER MUST BE A UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION. ANOTHER OPTION IS TO USE AN ACCEPTABLE BMP, WHICH PERMANENTLY MINIMIZES ACCELERATED EROSION

AND SEDIMENTATION.

TEMPORARY SEEDING

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

OCTOBER) FOR THE ESTABLISHMENT OF GRASS SEED ON DISTURBED AREAS BEFORE THE

START OF THE DORMANT SEASON. DURING THE NON-GERMINATION SEASON, MULCH SHALL BE

APPLIED TO THE DISTURBED SURFACES AND THE SEED MIXTURE WILL BE ADDED AT THE START

OF THE GERMINATION PERIOD.

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

FOLLOWS:

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

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

¨ FERTILIZER - 12.5 POUNDS PER 1,000 SQUARE FEET

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

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

· ALL TEMPORARY SEEDING SHALL BE MULCHED. TEMPORARY SEEDING SHALL BE WATERED

AS REQUIRED TO DEVELOP COVER. NON-POTABLE UTILITY WATER SHALL BE PROVIDED BY

THE CONTRACTOR.

· MULCH SHALL BE STRAW, SHALL BE CLEAN AND FREE FROM NOXIOUS WEEDS, AND SHALL

BE APPLIED AT THE RATE OF 140 POUNDS PER 1,000 SQUARE FEET (3.0 TONS PER ACRE).

O APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A

TACKIFIER OR A SIMILAR METHOD IN ORDER TO PREVENT MULCH FROM BEING

WINDBLOWN.

PERMANENT SEEDING

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

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

STABILIZED.

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

INCHES.

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

O FERTILIZER - 25 POUNDS PER 1,000 SQUARE FEET

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

·· NOTE - IF AGRICULTURAL LIME AND FERTILIZER HAVE BEEN APPLIED PREVIOUSLY

TO THE GROUND WHERE THE PERMANENT SEED IS TO BE APPLIED, THE LIME AND

FERTILIZER RATES SHALL BE REDUCED BY THE AMOUNT BY WHAT HAS BEEN

APPLIED PREVIOUSLY.

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

FOLLOWS:

Ø NOTE: AREAS DESIGNATED AS OPEN SPACE/LAWN SHOULD FOLLOW

SPECIES AND SEEDING RATE SPECIFIED IN SEED MIXTURE #2. AREAS

DESIGNATED AS MEADOW SHOULD FOLLOW SPECIES AND SEEDING RATE

SPECIFIED IN SEED MIXTURE #3. EACH VEGETATED AREA WILL BE

SUPPLEMENTED WITH SEED MIXTURE #1, WHICH SERVES AS NURSE CROP

FOR THE OTHER MIXTURES.

O APPLY MULCH TO ALL PERMANENTLY SEEDED AREAS.

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

MATERIALS. APPLICATION: 140 POUNDS PER 1,000 SQUARE FEET.

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

A SIMILAR METHOD IN ORDER TO PREVENT MULCH FROM BEING WINDBLOWN.

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

MAINTENANCE PROGRAM

EMERGENCY EROSION PROTECTION

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

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

THE SLOPE OF THE LAND.

MULCHED AREAS SHALL BE CHECKED WEEKLY AND AFTER EACH RAIN EVENT FOR DAMAGE, UNTIL

THE MULCHING IS NO LONGER NECESSARY FOR PROTECTION AGAINST EROSION. DAMAGED

PORTIONS OF THE MULCH OR TIE DOWN MATERIALS SHALL BE REPAIRED AS SOON AS DISCOVERED.

PERIODIC INSPECTION PROGRAM

THE CONTRACTOR WILL INSPECT THE PROJECT'S EROSION AND SEDIMENTATION CONTROLS

WEEKLY AND AFTER EACH RAIN EVENT UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION. THE

CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION, MAINTENANCE, AND

REMOVAL OF ALL EROSION AND SEDIMENTATION CONTROLS. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEAN OUT REPAIR, REPLACEMENT, REGRADING, RESEEDING,

REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. SEDIMENT THAT HAS BEEN

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

ACCUMULATION HAS REACHED HALF THE HEIGHT OF THE SOCK. COMPOST SOCK WILL BE

RE-ANCHORED, REPAIRED, OR REPLACED AS NECESSARY. SEDIMENT MUST BE REMOVED FROM SILT

SACKS AFTER EACH RUNOFF EVENT, OR WHEN THE DISTANCE BETWEEN THE GRATE AND THE

SEDIMENT LEVEL IN THE SILT SACK IS REDUCED TO 18". SILT SACKS WILL BE REPAIRED, OR REPLACED AS NECESSARY. ALL OTHER CONTROLS WILL BE INSPECTED ON THE SAME SCHEDULE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 26, 2026.