7-70006.2 ESC Plan Set.pdf

PDF 7 MB Posted Aug 14, 2026

Attached to: Tyrone Township Municipal Building - Phase 2
Solicitation number: Not on record
Issued by: Philadelphia County, Pennsylvania

About this file

Written by GovTribe AI · Sep 30, 2026

This is an Electrical, Structural, and Civil (ESC) Plan Set document for the Tyrone Township Municipal Building Phase 2 project in Pennsylvania, involving Tyrone Township and prepared on behalf of Mike Shaffer. The project consists of constructing the community hall portion of the township building and paving the parking lot located at 3129 Shermans Valley Road, Loysville, PA 17047. Sealed proposals are being accepted through the PennBid Program until 5:00 p.m. on September 29, 2026, with bid opening scheduled for the same date at the Loysville Community Center during the regularly scheduled Tyrone Township Supervisors meeting. An optional pre-bid meeting will be held on August 25, 2026 at 1:00 p.m. at the project site. Bidding documents are available at no cost via the PennBid Program. All bid proposals must be properly executed without alterations and must be complete.

The successful bidder will be required to post a performance bond equal to one hundred percent (100%) of the bid price, a labor and material payment bond in the amount of one hundred percent (100%) of the bid price, and a maintenance bond in the amount of ten percent (10%) of the bid price. All work is subject to the Pennsylvania Prevailing Wage Act, which requires all workmen employed on the project to be paid the prevailing minimum wage. The Prevailing Wage Act applies to all contractors and subcontractors, with compliance questions directed to the Department of Labor and Industry - Bureau of Labor Law Compliance at 717-705-7256. Tyrone Township Supervisors and Matt Eck, on behalf of the Township, reserve the right to reject any or all bids.

View the file

Other files

File	Type	Posted
5-70006.2 PCSM Plan Set.pdf	PDF	Aug 14, 2026
4-Tyrone Township Building - FINAL PLANS - PHASE 2 - REV0 - 07-06-2026.pdf	PDF	Aug 14, 2026
2-Phase 2 Scope of Work.pdf	PDF	Aug 14, 2026
8-Phase 2 Vendor Questions as of 8-28-26.pdf	PDF	Aug 14, 2026
1-Phase 2 Bid Packet.pdf	PDF	Aug 14, 2026
3-Phase 2 Site Plan.pdf	PDF	Aug 14, 2026
9-Pre-Bid Questions.pdf	PDF	Aug 14, 2026
6-70006.2 Land Development Set.pdf	PDF	Aug 14, 2026

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SITE

LOCATION

S 34°27'03" E 461.50'

N 53°20'27" E 243.90'

N 34°16'43" W

45.89'

N 38°44'16" E 104.56'

N 34°16'43" W

378.63'

S 55°06'28" W 345.10'

OH OH

O H

OH OH OH OH OH OH

H OH

WHITE LINE

DOUBLE

YW LINE36'

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

10'

SEWER EASEMENT LINE

10' UTILITY EASEM

ENT

PER INST. 201306909

10' UTILITY EASEM

ENT

PER INST. 201308091 (TOW

NSHIP)

EX. FORCE MAIN (PRIVATE)

EX. FORCE MAIN (PRIVATE)IP (FOUND)

IP (FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

CONC. MON.

(FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

PRIVATE ROW TO

NEIGHBORING LANDS

PAVEMENT

GRAVEL

SURFACE

GRAVEL

SURFACE

GRAVEL

SURFACE

WELL

IP (FOUND)

SS MH SS MH

S S

SPIGOT

EX. MUNICIPAL

BUILDING

FFE: 653.35

EX. OUT BUILDING

SHED

EX. OUT BUILDING

SHED

SIGN SIGN

SIGN

SEPTIC

DRAIN

FIELD

END PUBLIC SEWER LATER

AND BEGIN PRIVATE SEWER LATERAL

SR 274

28' CARTWIDTH/ 36' ROW

LEGAL ROW LINE

N/F

YEARICK, CRAIG & LINDA

PIN: 270.126.01-001.001

DB 671 PG 66

LOT 1

PLAN 43 PG 25

20' M

BSL

20' M

BSL

20' M

BSL

30' MBSL

N/F

TYRONE TOWNSHIP

PIN: 270.111.00-031.000

DB 316 PG 307

LOT 3 & PART OF LOT 2

3.471 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 2

48.69 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 4

1.96 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 5

1.14 AC

AbB

CaD CaC

SHERMANS VALLEY ROAD

UNNAMED TRIBUTARY

TO MONTOUR CREEK

CaD

637639

640641642

656657658

SOIL MAP

NOT TO SCALE

OWNER/DEVELOPER:

Tyrone Township

3129 Shermans Valley Road

LANDISBURG, PA 17040

ATTN: Michael Shaffer EMAIL: michael.shaffer73@yahoo.com

PHONE: (717) 789-4377

EROSION AND SEDIMENT CONTROL PLAN

FOR

TYRONE TOWNSHIP MUNICIPAL BUILDING

SITUATE ALONG THE NORTH SIDE OF SHERMANS VALLEY ROAD

AND TO THE EAST OF LOYSVILLE

PERRY COUNTY, PENNSYLVANIA

SCALE: 1" = 2000' USGS MAP (Landisburg 2019)

VICINITY MAP

CIVIL ENGINEER / SURVEYOR:

FSA INC.

15 East Main Street New Bloomfield, PA 17068

PM: Keith Moore EMAIL: kmoore@fsa-inc.com

SHEET INDEX

TYPE NUMBER TITLE

ESC-001 SHEET 1 COVER SHEET

ESC-002 SHEET 2 EXISTING CONDITIONS

ESC-003 SHEET 3 ESC PLAN

ESC-004 SHEET 4 ESC NOTES

ESC-005 SHEET 5 ESC DETAILS

****A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.****

)\7

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SCALE

EMAILPROJECT MANAGER

DATEDWN BY

SHEET TITLE

PROJECT NO.

N G

R S

U R

L A

N D

S C

A P

E A

R C

D P

W N, M D

E, P A

, P A

D, P A

K, S

, I

fs a-in c.

co m

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:

Professional Certification:

__________________, License # _________________, Expiration Date __________________.

SHEET OF

S he rm an s Va lle y

Ro ad

Ty ro ne T ow ns hi p

P er ry C ou nt y, P

A Ty ro ne

T ow ns hi p

S he rm an s

Va lle y Ro ad , L an di sb ur g

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-4

70006.2

MJE 04-15-2024

KDM KMoore@fsa-inc.com

PROPERTY PIN

270.111.00-031.00

AS SHOWN

Cover Sheet

ESC-001

01 05

SP-___-____

Pennsylvania 043801E 09-30-2025

R ev ie w

3- 8-

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

50 25

50 100 200

637639

640641642643

656657658

637639

640641642643

656657658

S 34°27'03" E 461.50'

N 53°20'27" E 243.90'

N 34°16'43" W

45.89'

N 38°44'16" E 104.56'

N 34°16'43" W

378.63'

S 55°06'28" W 345.10'

OH OH OH

O H

OH OH OH OH OH OH OH OH OH

O H

H OH OH

WHITE LINE

DOUBLE

YW LINE36'

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

10'

SEWER EASEMENT LINE

10' UTILITY EASEM

ENT

PER INST. 201306909

10' UTILITY EASEM

ENT

PER INST. 201308091 (TOW

NSHIP)

EX. FORCE MAIN (PRIVATE)

IP (FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

CONC. MON.

(FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

PRIVATE ROW TO

NEIGHBORING LANDS

PAVEMENT

GRAVEL

SURFACE

GRAVEL

SURFACE

GRAVEL

SURFACE

WELL

IP (FOUND)

SS MH

S S

SPIGOT

EX. MUNICIPAL

BUILDING

FFE: 653.35

EX. OUT BUILDING

SHED

EX. OUT BUILDING

SHED

SIGN

SEPTIC

DRAIN

FIELD

END PUBLIC SEWER LATER

AND BEGIN PRIVATE SEWER LATERAL

SR 274

28' CARTWIDTH/ 36' ROW

LEGAL ROW LINE

N/F

YEARICK, CRAIG & LINDA

PIN: 270.126.01-001.001

DB 671 PG 66

LOT 1

PLAN 43 PG 25

20' M

BSL

20' M

BSL

20' M

BSL

30' MBSL

N/F

TYRONE TOWNSHIP

PIN: 270.111.00-031.000

DB 316 PG 307

LOT 3 & PART OF LOT 2

3.471 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 2

48.69 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 4

1.96 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 5

1.14 AC

AbB

CaD CaC

SHERMANS VALLEY ROAD

UNNAMED TRIBUTARY

TO MONTOUR CREEK

CaD

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-2 E

SCALE

EMAILPROJECT MANAGER

DATEDWN BY

SHEET TITLE

PROJECT NO.

N G

N D

S C

A P

E A

R C

D P

W N, M D

E, P A

, P A

D, P A

K, S

, I

fs a-in c.

co m

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:

Professional Certification:

__________________, License # _________________, Expiration Date __________________.

SHEET OF

S he rm an s Va lle y

Ro ad

Ty ro ne T ow ns hi p

P er ry C ou nt y, P

A Ty ro ne

T ow ns hi p

S he rm an s

Va lle y Ro ad , L an di sb ur g

) 7

-4

70006.2

MJE 04-15-2024

KDM KMoore@fsa-inc.com

PROPERTY PIN

270.111.00-031.00

1" = 30'

Exst Conditions Plan

ESC-002

02 05

SP-___-____

Pennsylvania 043801E 09-30-2025

R ev ie w

3- 8-

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

30 15

30 60 120

649.5

637639

640641642643

656657658

S 34°27'03" E 461.50'

N 53°20'27" E 243.90'

N 34°16'43" W

45.89'

N 38°44'16" E 104.56'

N 34°16'43" W

378.63'

S 55°06'28" W 345.10'

OH OH

O H

OH OH OH OH OH OH OH

O H

OH OH

WHITE LINE

DOUBLE

YW LINE36'

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

10'

SEWER EASEMENT LINE

10' UTILITY EASEM

ENT

PER INST. 201306909

10' UTILITY EASEM

ENT

PER INST. 201308091 (TOW

NSHIP)

EX. FORCE MAIN (PRIVATE)

IP (FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

IP (FOUND) IP (FOUND)

CONC. MON.

(FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

PRIVATE ROW TO

NEIGHBORING LANDS

PAVEMENT

GRAVEL

SURFACE

GRAVEL

SURFACE

GRAVEL

SURFACE

WELL

IP (FOUND)

SS MH

S S

SPIGOT

EX. MUNICIPAL

BUILDING

FFE: 653.35

EX. OUT BUILDING

SHED

EX. OUT BUILDING

SHED

SIGN

SEPTIC

DRAIN

FIELD

END PUBLIC SEWER LATER

AND BEGIN PRIVATE SEWER LATERAL

SR 274

28' CARTWIDTH/ 36' ROW

LEGAL ROW LINE

YEARICK, CRAIG & LINDA

PIN: 270.126.01-001.001 20' M

BSL

20' M

BSL

20' M

BSL

30' MBSL

N/F

TYRONE TOWNSHIP

PIN: 270.111.00-031.000

DB 316 PG 307

LOT 3 & PART OF LOT 2

3.471 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 2

48.69 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 4

1.96 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 5

1.14 AC

AbB

CaD CaC

SHERMANS VALLEY ROAD

UNNAMED TRIBUTARY

TO MONTOUR CREEK

CaD

EMERGENCY SPILLWAY

INV: 641'

S 34°27'03" E 461.50'

N 53°20'27" E 243.90'

N 34°16'43" W

45.89'

N 38°44'16" E 104.56'

N 34°16'43" W

378.63'

S 55°06'28" W 345.10'

OH OH

O H

OH OH OH OH OH OH OH

O H

OH OH

WHITE LINE

DOUBLE

YW LINE36'

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

10'

SEWER EASEMENT LINE

10' UTILITY EASEM

ENT

PER INST. 201306909

10' UTILITY EASEM

ENT

PER INST. 201308091 (TOW

NSHIP)

EX. FORCE MAIN (PRIVATE)

IP (FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

IP (FOUND) IP (FOUND)

CONC. MON.

(FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

PRIVATE ROW TO

NEIGHBORING LANDS

PAVEMENT

GRAVEL

SURFACE

GRAVEL

SURFACE

GRAVEL

SURFACE

WELL

IP (FOUND)

SS MH

S S

SPIGOT

EX. MUNICIPAL

BUILDING

FFE: 653.35

EX. OUT BUILDING

SHED

EX. OUT BUILDING

SHED

SIGN

SEPTIC

DRAIN

FIELD

END PUBLIC SEWER LATER

AND BEGIN PRIVATE SEWER LATERAL

SR 274

28' CARTWIDTH/ 36' ROW

LEGAL ROW LINE

YEARICK, CRAIG & LINDA

PIN: 270.126.01-001.001 20' M

BSL

20' M

BSL

20' M

BSL

30' MBSL

N/F

TYRONE TOWNSHIP

PIN: 270.111.00-031.000

DB 316 PG 307

LOT 3 & PART OF LOT 2

3.471 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 2

48.69 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 4

1.96 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 5

1.14 AC

AbB

CaD CaC

SHERMANS VALLEY ROAD

UNNAMED TRIBUTARY

TO MONTOUR CREEK

CaD

LIMIT OF DISTURBANCE

123,070 SQ FT

2.82 ACRES

FS-12

SHED TO BE REMOVED

MUNICIPAL BUILDING

TO BE REMOVED SHED TO BE REMOVED

EQUIPMENT BUILDING

TO BE REMOVED

REMOVE

PAVEMENT

REMOVE GRAVEL

SEDIMENT

BASIN

TSP

12" COMPOST

FILTER SOCK

RCE

RIPRAP APRON

REMOVE SEPTIC

-12

12" COMPOST

FILTER SOCK

12" COMPOST

FILTER SOCK

12" COMPOST

FILTER SOCK

SSF

SSF SUPER SILT FENCEBAFFLE

40' X 40' PADELEV: 643'

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

S S

GRINDER

PUMP

EMERGENCY

SPILLWAY

FFE: 650'

OUTLET

STRUCTURE

649.5

637639 638

640641642643

656657658

S 34°27'03" E 461.50'

N 53°20'27" E 243.90'

N 34°16'43" W

45.89'

N 38°44'16" E 104.56'

N 34°16'43" W

378.63'

S 55°06'28" W 345.10'

OH OH

O H

OH OH OH OH OH OH OH

O H

OH OH

WHITE LINE

DOUBLE

YW LINE36'

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

10'

SEWER EASEMENT LINE

10' UTILITY EASEM

ENT

PER INST. 201306909

10' UTILITY EASEM

ENT

PER INST. 201308091 (TOW

NSHIP)

EX. FORCE MAIN (PRIVATE)

IP (FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

IP (FOUND) IP (FOUND)

CONC. MON.

(FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

PRIVATE ROW TO

NEIGHBORING LANDS

PAVEMENT

IP (FOUND)

SS MH

EX. OUT BUILDING

SIGN

END PUBLIC SEWER LATER

AND BEGIN PRIVATE SEWER LATERAL

SR 274

28' CARTWIDTH/ 36' ROW

LEGAL ROW LINE

YEARICK, CRAIG & LINDA

PIN: 270.126.01-001.001

DB 671 PG 66

LOT 1

PLAN 43 PG 25

20' M

BSL

20' M

BSL

20' M

BSL

30' MBSL

N/F

TYRONE TOWNSHIP

PIN: 270.111.00-031.000

DB 316 PG 307

LOT 3 & PART OF LOT 2

3.471 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 2

48.69 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 4

1.96 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 5

1.14 AC

AbB

CaD CaC

SHERMANS VALLEY ROAD

UNNAMED TRIBUTARY

TO MONTOUR CREEK

CaD

S 34°27'03" E 461.50'

N 53°20'27" E 243.90'

N 34°16'43" W

45.89'

N 38°44'16" E 104.56'

N 34°16'43" W

378.63'

S 55°06'28" W 345.10'

OH OH

O H

OH OH OH OH OH OH OH

O H

OH OH

WHITE LINE

DOUBLE

YW LINE36'

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

10'

SEWER EASEMENT LINE

10' UTILITY EASEM

ENT

PER INST. 201306909

10' UTILITY EASEM

ENT

PER INST. 201308091 (TOW

NSHIP)

EX. FORCE MAIN (PRIVATE)

IP (FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

IP (FOUND) IP (FOUND)

CONC. MON.

(FOUND)

CONC. MON.

(FOUND)

IP (FOUND)

PRIVATE ROW TO

NEIGHBORING LANDS

PAVEMENT

IP (FOUND)

SS MH

EX. OUT BUILDING

SIGN

END PUBLIC SEWER LATER

AND BEGIN PRIVATE SEWER LATERAL

SR 274

28' CARTWIDTH/ 36' ROW

LEGAL ROW LINE

YEARICK, CRAIG & LINDA

PIN: 270.126.01-001.001

DB 671 PG 66

LOT 1

PLAN 43 PG 25

20' M

BSL

20' M

BSL

20' M

BSL

30' MBSL

N/F

TYRONE TOWNSHIP

PIN: 270.111.00-031.000

DB 316 PG 307

LOT 3 & PART OF LOT 2

3.471 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 2

48.69 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 4

1.96 AC

N/F

HOOVER, JOHN & ARLENE

PIN: 270.111.00-032.000

DB 1348 PG 162

NEW LOT 5

1.14 AC

AbB

CaD CaC

SHERMANS VALLEY ROAD

UNNAMED TRIBUTARY

TO MONTOUR CREEK

CaD

LIMIT OF DISTURBANCE

123,070 SQ FT

2.82 ACRES

POI: 1

FS-12

TSP

12" COMPOST

FILTER SOCK

RCE

RIPRAP APRON

EROSION CONTROL

BLANKET

EROSION CONTROL

BLANKET

OFF-SITE FLOW PATH

-12

12" COMPOST

FILTER SOCK

12" COMPOST

FILTER SOCK

12" COMPOST

FILTER SOCK

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

638639640

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

40 20

40 80 160

)\7

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EMAILPROJECT MANAGER

DATEDWN BY

SHEET TITLE

PROJECT NO.

N G

N D

S C

A P

E A

R C

D P

W N, M D

E, P A

, P A

D, P A

K, S

, I

fs a-in c.

co m

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:

Professional Certification:

__________________, License # _________________, Expiration Date __________________.

SHEET OF

S he rm an s Va lle y

Ro ad

Ty ro ne T ow ns hi p

P er ry C ou nt y, P

A Ty ro ne

T ow ns hi p

S he rm an s

Va lle y Ro ad , L an di sb ur g

) 7

-4

70006.2

MJE 04-15-2024

KDM KMoore@fsa-inc.com

PROPERTY PIN

270.111.00-031.00

1" = 40'

ESC

Plan

ESC-003

03 05

SP-___-____

Pennsylvania 043801E 9-30-2025

R ev ie w

3- 8-

PHASE 1 PHASE 2

SEQUENCE OF CONSTRUCTION PHASE 1

1. Install Compost Filter Sock at locations shown on the ESC Site Plan Phase 1.

2. Set up Topsoil Stockpile as shown on the plan.

3. Install Rock Construction Entrance .

4. Conduct as MINIMAL earth disturbance as possible to grade the proposed sediment trap.

4.1. After each significant rainfall even a licensed professional will arrive on site to inspect the E&S BMPs

5. Demolish buildings listed as to be removed, remove pavement and gravel.

6. Commence grading of the site.

7. Once the parking lot is at grade install proposed inlets and HDPE pipe.

END OF PHASE 1

SEQUENCE OF CONSTRUCTION PHASE 2

1. Complete main grading of the site.

2. Construct the proposed municipal building.

3. install sewer connection and grinder pump.

4. Finish constructing parking area

5. Complete fine grading of site, grade the proposed infiltration berm

6. Stabilize 3:1 slopes with Erosion Blankets as shown on the Phase 2 plan

7. Seed disturbed area to stabilize the site.

8. Remove Compost Filter Sock & Rock Construction Entrance

AutoCAD SHX Text N

)\7

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SCALE

EMAILPROJECT MANAGER

DATEDWN BY

SHEET TITLE

PROJECT NO.

N G

N D

S C

A P

E A

R C

D P

W N, M D

E, P A

, P A

D, P A

K, S

, I

fs a-in c.

co m

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:

Professional Certification:

__________________, License # _________________, Expiration Date __________________.

SHEET OF

S he rm an s Va lle y

Ro ad

Ty ro ne T ow ns hi p

P er ry C ou nt y, P

A Ty ro ne

T ow ns hi p

S he rm an s

Va lle y Ro ad , L an di sb ur g

) 7

-4

70006.2

MJE 4-15-2024

KDM KMoore@fsa-inc.com

PROPERTY PIN

270.111.00-031.00

N/A

Notes Sheet

ESC-004

04 05

SP-___-____

Pennsylvania 043801E 9-30-2023

R ev ie w

3- 8-

NPDES PERMIT NOTES:

1. The Permittee and Co-Permittee must ensure that visual site inspections are conducted weekly and after each precipitation event by a qualified person trained and experienced in erosion and sediment control, to ascertain that the BMP's are operational and effective in preventing pollution to the waters of the Commonwealth. A written report of each inspection shall be kept and include: a) summary of site condition, BMP's and compliance b) the date, time and the name of the person conducting the inspection.

2. If BMP's are found to be inoperative or ineffective during an inspection, or any other time, the Permittee and/or Co-Permittee shall immediately contact the District. Documentation should include what steps are being taken to reduce, eliminate and prevent recurrence of the problem.

3. The Permittee and Co-Permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment.

4. Erosion and sediment control plans must be made available at the site of the construction activity at all times.

5. If fuel or other dangerous chemicals are stored on site then a Preparedness, Prevention and Contingency (PPC) Plan must be developed and kept on site.

NPDES PERMIT EFFLUENT LIMITATIONS, MONITORING AND REPORTING REQUIREMENTS

2. MONITORING AND REPORTING REQUIREMENTS

a. Visual Inspections The permittee and co-permittee must ensure that visual site inspections are conducted bi-weekly, and after each precipitation event by qualified personnel, trained and experienced in erosion and sediment control, to ascertain that the BMPs are operational and effective in preventing pollution to the waters of the Commonwealth. A written report of each inspection shall be kept, and include:

(1) a summary of site conditions, BMP's, and compliance; and

(2) the date, time, and the name of the person conducting the inspection.

b. Noncompliance Reporting Where BMP's are found to be inoperative or ineffective during an inspection, or any other time, the permittee and co-permittee shall immediately contact the reviewing entity, by phone or personal contact, followed by the submission of a written report within 5 days of the initial contact. Noncompliance reports shall include the following information:

(1) Any condition on the project site which may endanger public health, safety, or the environment, or involve incidents which cause or threaten pollution;

(2) the period of noncompliance, including exact dates and times and/or anticipated time when the activity will return to compliance;

(3) steps being taken to reduce, eliminate, and prevent recurrence of the noncompliance; and

(4) the date or schedule of dates, and identifying remedies for correcting noncompliance conditions.

3. RECORD KEEPING

a. Retention of Records The permittee and co-permittee shall retain records of all monitoring information including copies of all monitoring and inspection reports required by this permit, and records of data used to complete the Notice of intent for this permit, for a period of three years from the date of the termination of coverage under this permit.

b. Reporting of Monitoring Reports Monitoring results shall be submitted to the reviewing entity upon request.

PART B STANDARD CONDITIONS

1. MANAGEMENT REQUIREMENTS

b. Duty to Provide Information

(1) The permittee or co-permittee shall furnish to the Department, or the local county conservation district when acting as the reviewing entity, within 30 days of the date of request, any information that the Department may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or coverage approved under this permit, or to determine compliance with this permit.

(2) The permittee or co-permittee shall furnish, upon request, to the Department, or the local county conservation district when acting as the reviewing entity, copies of records required to be kept by this permit.

(3) When the permittee or co-permittee becomes aware that he or she failed to submit any relevant facts or submitted incorrect information in the NOI, PPC Plan, E&S Control Plan, or in any other report to the Department, or the local county conservation district when acting as the reviewing entity, the permittee or co-permittee shall promptly submit or correct such facts or information.

(4) The permittee or co-permittee shall give seven calendar days advance notice to the Department, or the local county conservation district when acting as the reviewing entity, of any planned physical alterations or additions to the permitted facility which could, in any way, substantially affect the quality and/or quantity of stormwater discharged from the activity.

f. Facilities Construction, Operation, and Maintenance The permittee and co-permittee shall design, build, implement, and at all times operate and maintain BMP's, including PPC Plans, E&S Control Plans, and any other stormwater pollution prevention and management measures.

g. Adverse Impact The permittee and co-permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment.

h. Reduction, Loss, or Failure of the BMPs Upon reduction, loss or failure of the BMPs, the permittee and co-permittee shall take immediate action to restore the BMPs or provide an alternative method of treatment.

2. COMPLIANCE RESPONSIBILITIES

a. Duty to Comply The permittee and co-permittee must comply with all terms and conditions of this general permit. Any permit noncompliance constitutes a violation of the Pennsylvania Clean Streams Law and the federal Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or for denial of a permit or permit renewal.

b. Penalties for Violations of Permit Conditions The permittee and co-permittee may be subject to criminal and/or civil penalties for violations of the terms and conditions of this general permit under Section 602 and 605 of the Clean Streams Law, 35 P.s. Sections 691.602 and 691.605, and under the Clean Water Act as specified in 40 C.F.R. Sections 122.41 (a)(2) and (3), which are incorporated by reference.

PART C

OTHER CONDITIONS

2. EROSION AND SEDIMENT CONTROL PLANS

a. An Erosion and Sediment Control Plan, must be prepared, developed, and implemented for each activity covered by this permit in accordance with the Department's Chapter 102 Rules and Regulations, and Department guidance. Each plan must be submitted to the Department or local county conservation district when acting as the reviewing entity. E&S Control Plans, BMPs, and revisions thereto, which meet the requirements of Chapter 102, are conditions of this permit and incorporated by reference.

b. Erosion and Sediment Control Plans required under this permit are considered reports that shall be available to the public under Section 607 of the Clean Streams Law, and 25 Pa. Code, Chapter 92 of the Department's regulations. The owner or operator of a facility with stormwater discharges covered by this permit shall make plans available to the public upon request by the public. Erosion and Sediment Control Plans must be made available at the site of the construction activity at all times.

c. The staging of earth disturbance activities and maintenance requirements contained in the E&S Plan must be followed.

3. RECYCLING AND DISPOSAL OF BUILDING MATERIALS AND WASTES

All building materials and wastes must be removed from the site and recycled or disposed in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code section 260.1 et seq., section 271.1 et seq., and section 287.1 et seq. No building material or wastes or unused building materials shall be buried, dumped, or discharged at the site.

5. PREPAREDNESS, PREVENTION AND CONTINGENCY PLANS

If the potential exists for causing accidental pollution of air, land, or water, or for causing endangerment of public health and safety through accidental release of toxic, hazardous, or other polluting materials, the permittee or co-permittee must develop a Preparedness, Prevention, and Contingency (PPC) Plan. The PPC Plan shall be developed in accordance with Department regulations. The PPC Plan shall identify areas which may include, but are not limited to, waste management areas, raw material storage areas, temporary and permanent spoils storage areas, maintenance areas, and any other areas that may have the potential to cause noncompliance with the terms and conditions of this permit due to the storage, handling, or disposal of any toxic or hazardous substances such as oil, gasoline, pesticides, herbicides, solvents, etc. BMP's shall be developed and implemented for each identified area. The PPC Plan shall be maintained on site at all times and shall be made available for review at the Department's or county conservation districts' request.

6. PRE-CONSTRUCTION CONFERENCES

The permittee or co-permittee shall contact the reviewing entity at least seven days before construction is to begin to determine if a pre-construction conference is required. The permittee, co-permittee and others undertaking the earth disturbance activity must attend a pre-construction conference if requested by the reviewing entity.

7. SPOIL OR BORROW AREA

The Erosion and Sediment Control Plan, shall be prepared, developed and implemented for all spoil and borrow areas, regardless of their location.

8. PHASED PROJECTS Prior to the commencement of earth disturbance activities for additional phases or portions of the project, the permittee or co-permittee shall submit an Erosion and Sediment Control Plan for each additional phase or portion of the project for review and authorization by the reviewing entity. Coverage under this permit is only granted for those phases or portions of a project for which an Erosion and Sediment Control Plan has been submitted to and authorized by the reviewing entity.

10. WETLAND PROTECTION If hydric soils are present, a wetland determination must be conducted in accordance with Department procedures. All wetlands identified must be included on the E&S Control Plan.

STANDARD E&S PLAN NOTES

1. A copy of the stamped approved drawings signed and dated by the Perry County Conservation District must be available at the project site at all times.

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 post construction stormwater management plan preparer, and a representative from the Perry County Conservation District to an on-site preconstruction meeting.

3. At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities.

4. All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved in writing from the Perry County Conservation District or by DEP prior to implementation.

5. 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 Construction Sequence for that stage or phase has been installed and are functioning as described in this document.

6. 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.

7. Stockpile heights must not exceed 35 feet. Stockpile slopes must be 2H:1V or flatter.

8. Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion and/or sediment pollution, the operator shall implement appropriate BMPs to minimize the potential for erosion and sediment pollution and notify the Franklin County Conservation District and/or the regional office of DEP.

9. All building materials and wastes must be removed from the site and recycled or disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code Chapter 260, §§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.

10. All off-site waste and borrow areas must have an E&S Plan approved by the Perry County Conservation District or DEP fully implemented prior to being activated.

11. The contractor is responsible for ensuring that any material brought on site is Clean Fill. Form FP-001 must be retained by the property owner for any fill material affected by a spill or release of a regulated substance but qualifying as Clean Fill due to analytical testing.

12. All pumping of water from any work area shall be done according to the procedure described in this plan, over undisturbed vegetated areas.

13. Vehicles and equipment may neither enter directly nor exit directly from Lots onto Public Streets except where shown.

14. Until the site is stabilized, all E&S BMPs must be maintained properly. Maintenance must include inspections of all E&S BMPs after each runoff event and on a weekly basis. All preventative and remedial maintenance work, including clean out, repair, replacement, re-grading, reseeding, re-mulching and re-netting must be performed immediately. If E&S BMPs fail to perform as expected, replacement BMPs, or modifications of those installed will be required.

15. A written report 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 topsoiled shall be scarified to a minimum depth of 4 inches 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 outslopes shall have a minimum of 2 inches of topsoil.

19. All fills shall be compacted as required to reduce erosion, slippage, settlement, subsidence or other related problems. Fill intended to support buildings, structures and conduits, etc. shall be compacted in accordance with local requirements or codes.

20. All 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.

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 must remain functional as such until all areas tributary to them are permanently stabilized or until they are replaced by another BMP approved by the Perry County Conservation District or DEP.

29. Upon completion of all earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the Perry County Conservation District for an inspection prior to removal/conversion of the E&S BMPs.

30. After final site stabilization has been achieved, temporary E&S BMPs must be removed or converted to permanent post construction stormwater management BMPs. Areas disturbed during removal or conversion of the BMPs must be stabilized immediately. In order to ensure rapid revegetation of disturbed areas, such removal/conversions should 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 Perry County 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 Pennsylvania Department of Environmental Protection as defined in Section 602 of the Pennsylvania Clean Streams Law. The Clean Streams Law provides for up to $10,000 per day in civil penalties, up to $10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation.

ADDITIONAL NOTES

1. All channels shall be kept free of obstructions including but not limited to fill, rocks, leaves, woody debris, accumulated sediment, excess vegetation, and construction material/wastes. The channel shall be initially over excavated to allow for the placement of topsoil.

2. 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.

3. Channels having Riprap, Reno Mattress, or Gabion linings must be sufficiently over-excavated so that the design dimensions will be provided after placement of the protective lining.

TOPSOIL APPLICATION

Graded areas should be scarified or otherwise loosened to a depth of 3 to 5 inches to permit bonding of the topsoil to the surface areas and to provide a roughened surface to prevent topsoil from sliding down slope.

Topsoil should be uniformly distributed across the disturbed area to a depth of 4 to 8 inches minimum (2 inches on fill outslopes). Spreading should be done in such a manner that sodding of seeding can proceed with a minimum of additional preparation of tillage. Irregularities in the surface resulting from topsoil placement should be corrected in order to prevent formation of depressions unless such depressions are part of the Post Construction Stormwater Management Plan.

Topsoil should not be placed while the topsoil or subsoil is in a frozen or muddy condition, when the subsoil is excessively wet, or in a condition that may otherwise be detrimental to proper grading and seedbed preparation.

IMPORT/EXPORT FILL ENVIRONMENTAL DUE DILIGENCE

Any fill material required for the site or excess material to be wasted from the site is required to be hauled from or to, as applicable, a site with an approved soil ersoion and sediment control plan.

The Owner/Developer and/or Operator is responsible to perform environmental due diligence and determine that all fill imported to the site or exported from the site meets the D.E.P. definition of clean fill.

Clean Fill: 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.)

Environmental due diligence: 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.

RECYCLING & DISPOSAL OF MATERIALS

Wastes generated during the construction of this project shall be recycled if at all possible. This shall include the erosion control bmps. Any materials that cannot be recycled or reused shall be disposed of at a NPDES permitted site. If soil and/or rock disposal or borrow areas are required, approved erosion and sedimentation controls shall be implemented at these areas that meet chapter 102 and/or other state and federal regulations.

All building materials and wastes must be removed from the site and recycled or disposed 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 waste unused building materials shall be burned, buried, dumped or discharged at the site.

ANTICIPATED CONSTRUCTION WASTES

Anticipated construction wastes requiring recycling or disposal are:

1. Road and building construction waste.

2. Utility construction waste.

3. Concrete wash water.

4. Construction worker's trash.

EROSION CONTROL MATTING SPECIFICATIONS

1. On slopes steeper than 3:1 or where concentrated flow occurs, an erosion control blanket shall be installed. No slope shall be cut steeper than 2:1.

2. The erosion control blanket required for channels, swales, or ditches shall be as shown in the respective channel, swale, or ditch detail.

3. The erosion control blanket required for stabilization of general slopes steeper than 3:1 shall be: North American Green S150.

4. North American Green S150 is an erosion control blanket product which is adequate to stabilize a 2:1 slope which is up to 50 feet in length. Any disturbed slope steeper than 3:1 which is longer than 50 feet may require a different erosion control blanket product.

Should this situation occur, contact the Lebanon County Conservation District for direction.

MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT CONTROL FEATURES

Until the site is stabilized, all erosion and sediment control BMPs shall be maintained properly. All temporary control measures and facilities shall be inspected weekly and after each runoff event. A written report of each inspection shall be kept per the "NPDES Permit Notes".

Required repairs shall be made immediately, and shall be made by the site contractor. Disposal of all material cleaned from various sediment control devices shall be placed on the approved soil stockpile, which shall have filter fence installed on the downhill side.

ROCK CONSTRUCTION ENTRANCE

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 feet increments until condition is alleviated or install wash rack. Washing the roadway or sweeping the deposits into roadway ditches, sewer, culverts, or other drainage ways is not acceptable.

COMPOST FILTER SOCK

Traffic shall not be permitted to cross filter socks.

Accumulated Sediment shall be removed when it reaches 1/2 the above ground height of the filter sock and disposed in the manner described elsewhere in the plan. Alternatively, rather than create a soil disturbing activity, the Conservation District may call for additional filter sock to be added at areas of high sedimentation, place immediately on top of the existing sediment laden filter sock.

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 filter sock 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.

STABILIZATION MATTING

Stabilization matting is required in all channels and to stabilize interior slopes of infiltration BMPs. The matting will either be jute or permanent matting (North American Green EuroNet P300 or equal), as shown on the plans.

RIPRAP APRON

Riprap apron outlet protection will be used for all culverts and for the storm drain outlets.

NOT TO SCALE

TOPSOIL STOCKPILE

NOTES:

1. All existing excavated material that is not to be reused in the work is to be immediately removed from the site and properly disposed of.

2. Soil/Aggregate stockpile sites to be where shown on the drawings.

3. Restore stockpile sites to pre-existing project condition and reseed as required.

4. All topsoil stockpiles to be seeded immediately with a temporary seed mixture.

5. Stockpiles shall not exceed 35 feet in height with 2:1 side slopes or flatter.

18''CS

18''C S

18''CS

18''CS 18''CS

18''CS

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DIRECTION OF

RUN-OFF FLOW (TYP.)

SOIL/AGGREGATE STOCKPILE OF

EXISTING SITE MATERIAL TO BE

REUSED AND/OR NEW MATERIAL

TO BE INSTALLED IN THE WORK

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.

NOT TO SCALE

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

EXISTING ROADWAY

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

EXISTING

GROUND

MIN 8" AASHTO #1

MOUNTABLE

BERM (6 IN. MIN.)*

G R

PROFILE

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.

STANDARD CONSTRUCTION DETAIL #3-1

ROCK CONSTRUCTION ENTRANCE

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I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of:

Professional Certification:

__________________, License # _________________, Expiration Date __________________.

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KDM KMoore@fsa-inc.com

PROPERTY PIN

270.111.00-031.00

N/A

ESC

Details

ESC-005

05 05

SP-___-____

Pennsylvania 043801E 9-30-2025

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STANDARD CONSTRUCTION DETAIL #8-1

EMBANKMENT SEDIMENT TRAP

1 FT1 FT

IN 5 FT MIN H

5 FT MIN

TRAP

NO.

(FT)

EMBANK.

TOP

ELEV.

ETE

(FT)

SPILLWAY

CREST

ELEV.

SCE

(FT)

BOTTOM

ELEV.

(FT)

SPILLWAY

WIDTH

(FT)

1 3:1 3:1 5 4 642 641 638 14.25

STANDARD CONSTRUCTION DETAIL #11-1

EROSION CONTROL BLANKET INSTALLATION

Straw and hay mulch should be anchored immediately after application to prevent being windblown. A tractor-drawn implement may be used to "crimp" the straw or hay into the soil. This method is limited to slopes no steeper than 3:1. The machinery should be operated on the contour. (Note: Crimping of hay or straw by running over it with tracked machinery is not recommended.)

MULCH APPLICATION RATES

1,240 lb.

310 lb.

210 lb.

1,650-2,500 lb.185-275 lb.

25 lb.

35 lb.

140 lb.

4-6 Tons

1,000 lb. Cellulose

1,500 lb.

3 Tons

When used over straw or hay

Wood Chips

Wood

Wood Cellulose

Hay

Straw Either wheat or oat straw, free of weeds, not chopped or finely broken

Timothy, mixed clover and timothy or other native forage grasses

Do not use alone in winter, during hot and dry weather or on steep slopes (>3:1)

May prevent germination of grasses and legumes

Tacking Notes:

Polymeric and gum tackifiers mixed and applied according to manufacturer's recommendations may be used to tack mulch.

Synthetic binders, or chemical binders, may be used as recommended by the manufacture to anchor mulch provided sufficeint documentation is provided to show they are non-toxic to native plant and animal species.

SEEDING/STABILIZATION NOTES

1. As disturbed areas within a project approach final grade, preparations should be made for seeding and mulching to begin. In no case should an area exceeding 15,000 square feet, which is to be stabilized by vegetation, reach final grade without being seeded and mulched.

2. TEMPORARY SEEDING (TEMPORARY STABILIZATION)

Seed: Annual Rye 40 lbs/acre Fertilizer: 10-10-10 @ 500 lbs/acre Mulch: Straw 3 tons/acre. ( Straw and hay mulch should be anchored immediately after application to prevent being windblown. A tractor-drawn implement may be used to "crimp" the straw or hay into the soil. This method is limited to slopes no steeper than 3:1. The machinery should be operated on the contour. Note: Crimping of hay or straw by running over it with tracked machinery is not recommended.

Lime: One ton/acre

All diversions, channels, sediment traps and stockpiles shall be stabilized immediately. Any disturbed area on which activity has ceased and which will remain exposed shall be stabilized immediately. During non-germinating periods, mulch shall be applied at the recommended rates. Disturbed areas which are not at finished grade and which will be redisturbed within 1 year may be stabilized in accordance with the Temporary Seeding Specifications. Disturbed areas which are either at finished grade or will not be redisturbed within 1 year shall be stabilized in accordance with the Permanent Seeding Specifications.

3. PERMANENT SEEDING (PERMANENT STABILIZATION)

Nurse Crop: Annual Ryegrass 10 lbs/acre (PLS) Seed (Mix 2): Kentucky bluegrass 25 lbs/acre, plus Redtop 3 lbs/acre or Perennial ryegrass 15 lbs/acre (PLS) Critical areas (Mix 3): Birdsfoot Trefoil 6 lbs/acre, plus Tall Fescue 30 lbs/acre (PLS) Lime: Six tons/acre Fertilizer: Soil tests are recommended. In the absence of a soil test apply at the rate of 10-10-20 @ 1000 lbs/acre Mulch: Straw 3 Tons/acre Asphalt: SS-1 or Equivalent 150 Gal./acre

4. SEED DATES

March 15th - May 15th August 15th - October 15th

Al…

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File details come from the government source that posted it. Updated Sep 30, 2026.