Minooka_stormwater_full_plan_set.pdf

PDF 12 MB Posted Sep 29, 2025

Attached to: Minooka Stormwater Improvements Project
Solicitation number: 2025-ITB-092
Issued by: Lackawanna County, Morton Borough, Pennsylvania

About this file

Written by GovTribe AI · Oct 27, 2025

This document is a comprehensive construction plan for the Minooka Stormwater Improvements - ARPA-3 project, prepared by Verdantas for the City of Scranton in Lackawanna County, Pennsylvania. The project involves stormwater infrastructure improvements across multiple streets including Kane Street, Hamm Court, Winfield Avenue, and Colliery Avenue. The construction plan includes 30 detailed sheets covering existing conditions, stormwater plans and profiles, construction details, erosion and sediment control plans, and technical specifications. The project scope involves installing new storm sewers, replacing existing utilities, constructing stormwater management features, and implementing erosion control measures across approximately 2.34 acres of disturbance.

The project is funded through the American Rescue Plan Act (ARPA) and will involve significant infrastructure upgrades including installing various sizes of storm pipes (ranging from 18" to 36"), constructing new stormwater manholes, implementing riprap and swale treatments, and restoring pavement, curbs, and sidewalks. The plan includes detailed specifications for pipe installation, material requirements, construction sequencing, and environmental controls. The engineering team has developed comprehensive erosion and sediment control strategies, including compost filter socks, rock construction entrances, and specific stabilization techniques. The project appears to address stormwater management challenges in the Minooka neighborhood, with a focus on improving drainage infrastructure and reducing potential flooding risks.

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C T

N O

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -c ov er

-2

.d w g

C O

S H

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

AS NOTED

N P

, P .E

R E

D R

E, S U

S-

R E, P A

CONSTRUCTION PLAN FOR:

MINOOKA STORMWATER

IMPROVEMENTS - ARPA-3

CITY OF SCRANTON, LACKAWANNA COUNTY, PENNSYLVANIA

PROJECT SITE

20242630599

LIST OF UTILITIESSITE DATA:

OWNER/APPLICANT:

CONTACTS:

Know what's below.

Call before you dig.

THREE

DAYS

BEFORE

YOU DIG

CALL

PA ONE CALL

SYSTEM TOLL

FREE

1-800-242-1776

AREA 2:

COLLIERY AVE

AREA 1:

KANE STREET,

HAMM COURT,

WINFIELD AVE

SCALE: 1" = 400'

Sheet List Table Sheet Number Sheet Title

1 COVER SHEET

2 LEGEND SHEET

3 INDEX SHEET

4 EXISTING CONDITIONS PLAN - KANE STREET

5 EXISTING CONDITIONS PLAN - KANE STREET

6 EXISTING CONDITIONS PLAN - KANE STREET

7 EXISTING CONDITIONS PLAN - HAMM COURT

8 EXISTING CONDITIONS PLAN - WINFIELD AVE

9 EXISTING CONDITIONS PLAN - COLLIERY AVE

10 STORMWATER PLAN AND PROFILE - KANE STREET

11 STORMWATER PLAN AND PROFILE - KANE STREET

12 STORMWATER PLAN AND PROFILE - KANE STREET

13 STORMWATER PLAN AND PROFILE - KANE STREET

14 STORMWATER PLAN AND PROFILE - KANE STREET

15 STORMWATER PLAN AND PROFILE - HAMM COURT

16 STORMWATER PLAN AND PROFILE - WINFIELD AVE

17 STORMWATER PLAN AND PROFILE - COLLIERY AVE

18 STORMWATER PLAN AND PROFILE - COLLIERY AVE

19 CONSTRUCTION DETAILS

20 CONSTRUCTION DETAILS

21 EROSION AND SEDIMENT CONTROL PLAN

22 EROSION AND SEDIMENT CONTROL PLAN

23 EROSION AND SEDIMENT CONTROL PLAN

24 EROSION AND SEDIMENT CONTROL PLAN

25 EROSION AND SEDIMENT CONTROL PLAN

26 EROSION AND SEDIMENT CONTROL PLAN

27 EROSION & SEDIMENT CONTROL PLAN NOTES

28 EROSION & SEDIMENT CONTROL PLAN NOTES

29 EROSION & SEDIMENT CONTROL DETAILS

30 EROSION & SEDIMENT CONTROL DETAILS

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING OVERHEAD ELECTRIC

EXISTING BUILDING

EXISTING COMMUNICATIONS LINE

EXISTING SANITARY MANHOLE

EXISTING STORMWATER MANHOLE

EXISTING INLET

EXISTING UTILITY POLE

EXISTING WATER SERVICE VALVE

EXISTING GAS VALVE

EXISTING MAILBOX

EXISTING LIGHTPOLE

EXISTING SIGN

EXISTING

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING WATER GATE VALVE

C T

N O

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -in de x-

dw g 9/

P M

S H

O O

K A

R M

W A

A R

-3

A N

~L A

C K

A W

A N

N A

C O

U N

A N

09/26/2025

N.T.S.

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

99PROPOSED

LIMIT OF DISTURBANCE (2.34

ACRES)/

NPDES BOUNDARY PERMIT

COMPOST FILTER SOCK,

NUMBER AND SIZE

SOIL TYPE BOUNDARY

PROPOSED EASEMENT

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

ROCK CONSTRUCTION

ENTRANCE

RIPRAP APRON/AREA

INLET PROTECTION (#4-16

UNLESS

NOTED OTHERWISE)

SLOPE MATTING (S75, STAPLE

PATTERN C BY NORTH AMERICAN

GREEN OR APPROVED EQUAL)

CFS 1 - 18"

PROPOSED STORM PIPE

PROPOSED TYPE 4 INLET

PROPOSED STORMWATER MANHOLE

PROPOSED TYPE M INLET

LEGEND AND SYMBOLS

PROPOSED ROCK FILTER

PROPOSED MILL AND OVERLAY

SHEET 10

SHEET 12

SHEET 13

SHEET 14

SHEET 11

SHEET 18

SHEET 17

SHEET 16

SHEET 15

DRAWING SCALE

1" = 200'

200 200 400

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -in de x-

dw g 9/

P M

O O

K A

R M

W A

A R

-3

A N

~L A

C K

A W

A N

N A

C O

U N

A N

09/26/2025

1" = 200'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

(ABANDON IN PLACE)

REPLACE

REMOVE

REPLACE

(ABANDON IN PLACE)

REMOVE

REPLACE REPLACE

REMOVE

REPLACE

DRAWING SCALE

1" = 20'

20' 20' 40'

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -e x-

dw g

G C

O N

A N

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

A- A

REMOVE

(T O

B E

D O

REMOVE

REPLACE

DRAWING SCALE

1" = 20'

20' 20' 40'

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -e x-

dw g

G C

O N

A N

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

B- B

DRAWING SCALE

1" = 20'

20' 20' 40'

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -e x-

dw g

G C

O N

A N

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A

(TO BE REPLACED)

DRAWING SCALE

1" = 20'

20' 20' 40'

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -e x-

dw g

G C

O N

A N

A M

M C

O U

R T

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A

1" = 20'

20' 20' 40'

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -e x-

dw g

G C

O N

A N

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A

C -C

1" = 20'

20' 20' 40'

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -e x-

dw g

G C

O N

A N

Y A

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

D -D

REMOVE

REPLACE

SIDEWALK RESTORATION

P-106

156 LF 36" SLCPP @ 0.030 FT/FT

P-103

28 LF 36" SLCPP @ 0.030 FT/FT

P-101

72 LF 36" SLCPP @ 0.020 FT/FT

EW-A

TYPE D-W ENDWALL

INV = 827.00 (P-101 - 36")

REPLACE 14LF PLAIN

CEMENT CURB

REPLACE 26LF PLAIN

CEMENT CURB

UTILITY POLE TO

BE PROTECTED

P-102

120 LF 36" SLCPP @ 0.050 FT/FT

P-105

164 LF 36" SLCPP @ 0.070 FT/FT

P-120

14 LF 18" SLCPP @ 0.040 FT/FT

P-104

20 LF 36" SLCPP @ 0.030 FT/FT

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

KANE STREET: STA. -0+50 TO STA. 24+50

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

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

K A

N E

Y O

R A

O R

M W

R D

R A

G E

Y O

R A

N -L

A C

K A

W A

N N

A C

O U

-P

09/26/2025

1" = 20'

SS JS

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

1" = 20'

20 20 40

REPLACE REPLACE

REMOVE

REPLACE

P-110

56 LF 36" RCP @ 0.010 FT/FT

P-108

171 LF 36" SLCPP @ 0.105 FT/FT

P-107

67 LF 36" SLCPP @ 0.020 FT/FT

REPLACE 109 LF

BITUMINOUS CONCRETE

CURB

REPLACE 26 LF

PLAIN CEMENT

CURB

REPLACE 130LF

BITUMINOUS CEMENT CURB

REPLACE 26 LF

BITUMINOUS

CONCRETE CURB

UTILITY POLE TO

BE PROTECTED

PAVEMENT RESTORATION

EXISTING PAVER

DRIVEWAY TO BE

PROTECTEDP-121

9 LF 18" SLCPP

@ 0.020 FT/FT

P-111

183 LF 36" SLCPP @ 0.010 FT/FT

REPLACE 26LF PLAIN

CEMENT CURB

PROTECT

EXISTING BRICK

PAVER DRIVEWAY

P-109

150 LF 36" SLCPP @ 0.120 FT/FT

P-122

13 LF 18" SLCPP @ 0.020 FT/FT

15 LF 18" SLCPP @ 0.020 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

K A

N E

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

(T O

B E

D O

REMOVE

REPLACE

XP-21

21 LF 12" SLCPP @ 0.018 FT/FT

P-124

24 LF 18" RCP @ 0.070 FT/FT

REPLACE 23 LF PLAIN

CEMENT CURB AND ADA

RAMPS

105LF SIDEWALK

RESTORATIONUTILITY POLE TO

BE PROTECTED

152 LF NEW BITUMINOUS

CONCRETE CURB

REPLACE 28LF PLAIN

CEMENT CURB

REPLACE 12 LF PLAIN

CEMENT CURB

PAVEMENT RESTORATION

P-112

150 LF 36" SLCPP @ 0.020 FT/FT

P-125

32 LF 18" SLCPP @ 0.010 FT/FT

P-115

50 LF 36" RCP @ 0.020 FT/FT

P-116

174 LF 36" RCP @ 0.010 FT/FT

P-117

211 LF 30" SLCPP @ 0.017 FT/FT

P-113

19 LF 36" RCP @ 0.020 FT/FT

P-131

120 LF 18" SLCPP @ 0.005 FT/FT

P-123

15 LF 18" SLCPP @ 0.020 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

K A

N E

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

1" = 20'

SEE SHEET 15

XP-3

100 LF 15" SLCPP @ 0.010 FT/FT

P-118

262 LF 24" SLCPP @ 0.045 FT/FT

P-119

225 LF 24" SLCPP @ 0.033 FT/FT

P-128

28 LF 18" SLCPP @ 0.020 FT/FT

UTILITY POLE TO

BE PROTECTED

REPLACE 377LF BITUMINOUS

CONCRETE CURB

PAVEMENT RESTORATION

PAVEMENT

RESTORATION

P-130

23 LF 18" RCP @ 0.010 FT/FT

P-129

84 LF 24" SLCPP @ 0.041 FT/FT

HW-129

TYPE D ENDWALL

INV = 921.31 (P-129 - 24")

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

K A

N E

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

1" = 20'

SEE SHEET 16

REPLACE 290 LF CHAIN

LINK FENCE

NEW CHAIN LINK GATE

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

KANE STREET - SWALE 1: STA. 0+00 TO STA. 3+50

SWALE 1

R-5 RIPRAP LINING

(REFER TO E&S DETAILS)

PROPOSED GRADE

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

I-110 TO I-119: STA. -0+25 TO STA. 1+25

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

K A

N E

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

1" = 20'

SEE SHEET 12 FOR PLAN VIEW

(TO BE REPLACED) 120 LF 18" SLCPP @ 0.005 FT/FT

P-132

81 LF 18" SLCPP @ 0.005 FT/FT

P-134

184 LF 18" SLCPP @ 0.005 FT/FT

P-135

16 LF 18" SLCPP @ 0.020 FT/FT

P-133

22 LF 18" SLCPP @ 0.040 FT/FT

P-131

120 LF 18" SLCPP @ 0.005 FT/FT

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

HAMM COURT: STA. -0+25 TO STA. 4+25

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

I-132 TO I-133: STA. -0+25 TO STA. 0+75

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

I-134 TO EX INLET: STA. -0+25 TO STA. 1+00

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

H A

M M

C O

U R

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

P-118

262 LF 24" SLCPP @ 0.045 FT/FT

P-117

211 LF 30" SLCPP @ 0.017 FT/FT

P-128

28 LF 18" SLCPP @ 0.020 FT/FT

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

WINFIELD AVE SWALE 2: STA. -0+50 TO STA. 9+50

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

SWALE 2

GRASS LINED

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

D A

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

1" = 20'

20 20 40

SEE SHEET 13

SEE SHEET 12

BITUMINOUS

CONCRETE CURB

P-7

227 LF 18" SLCPP @ 0.020 FT/FT

P-6

163 LF 18" SLCPP @ 0.033 FT/FT P-5

178 LF 18" SLCPP @ 0.035 FT/FT

RESTORE

CONCRETE

DRIVEWAY APRON

10 LF PLAIN CEMENT

CONCRETE CURB

REPLACEMENT

941LF NEW BITUMINOUS

CONCRETE CURB,

PROVIDE DEPRESSED

CURB AT EXISTING

DRIVEWAYS

SCALE: HORIZONTAL 1" = 20', VERTICAL 1" = 5'

I-8 TO I-1: STA. -0+50 TO STA. 9+50

880 880

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

C O

R Y

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

941LF BITUMINOUS

P-4

39 LF 18" RCP @ 0.013 FT/FT

P-2

40 LF 18" SLCPP @ 0.050 FT/FT

P-1

85 LF 18" SLCPP @ 0.020 FT/FT

EX P-2

103 LF 36" SLCPP @ 0.045 FT/FT

EX P-1

58 LF 48" SLCPP @ 0.051 FT/FT

EX P-3

71 LF 36" SLCPP @ 0.027 FT/FT

EX-EW-B

TOP = 834.59

INV = 829.84 (EX P-1 - 48")

P-3

168 LF 18" SLCPP @ 0.055 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ sw m -p la np ro fil e-

dw g

R M

W A

N A

N D

P R

C O

R Y

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

2-5-2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

DRAWING SCALE

1" = 5'

5 5 10

HORIZONTAL SCALE:VERTICAL SCALE:

DRAWING SCALE

NOTES:

* SEE PENNDOT RC-31M STANDARD FOR DIMENSIONS NOT INDICATED

SECTION A-A FRONT ELEVATION VIEW

PLAN VIEW

6" 12" 24"

SKEWED

DIA.

6" 6"

ALLOW FOR OPTIONAL

APRON ON PRECAST UNIT

30°

DD-W

6" 3"

TYPE D-W ENDWALL

NOT TO SCALE

PRECAST STORMWATER MANHOLE

NOT TO SCALE

NOTES:

1. REFER TO PENNDOT RC-39M FOR ADDITIONAL DETAILS.

* PIPE SIZE, TYPE, LOCATION, AND INVERT ELEVATIONS AS INDICATED ON PLANS AND/OR PROFILES.

ADJUST TO FINAL GRADE

WITH PRECAST CONC RINGS.

PROVIDE 4" THICKNESS OF

ADJUSTMENT WITH A

MAXIMUM 12" OF TOTAL

THICKNESS

FINISHED GRADE

PRECAST REINFORCED

CONCRETE CONICAL RISER

WHERE MANHOLE DEPTH

ALLOWS

PRECAST REINFORCED

CONCRETE VARIABLE

HEIGHT MANHOLE RISER

SECTIONS

NON-SHRINK MORTAR

OR BITUMASTIC SEAL

COMPLETELY AROUND

INTERIOR AND EXTERIOR

OF MANHOLE JOINT

(TYP.)

** PLACED 3000 PSI CONCRETE

FLOW CHANNEL TO FIT

CURVATURE OF PIPES AND

DIRECT FLOW

THICKNESS

VARIES

SEE RC

STANDARDS

FOR

ADDITIONAL

INFORMATION 48", 60" OR 72" DIA

APPLY GASKET JOINT

SEALANT IN

CONTINUOUS RING

COMPLETELY

AROUND MANHOLE

JOINT (TYP)

6" M

7" MIN

24" MIN

30" MAX

M H

" O N

-C

D B

T M

H M

PRECAST REINFORCED CONCRETE BASE

SECTION

MANHOLE FRAME & GRATE PER PENNDOT

RC-39M UNLESS SPECIFIED OTHERWISE

ID *1/

1/4"/FT SLOPE **

COMPACTED 2A COARSE AGGREGATE

8" 8"

A PIPE

INSIDE DIMENSION OF BOX

3'-9 1/4 "

6" MIN

(TYP)

SECTION A-A

PLAN

PIPE OPENING

(OUTSIDE DIAMETER)

INSIDE FACE=46 1/4" MAX.

OUTSIDE FACE=47 1/4" MAX.

PIPE OPENING

(OUTSIDE DIAMETER)

INSIDE FACE=25" MAX.

OUTSIDE FACE=26" MAX.

STANDARD

BOX

WALL THICKNESS

6"MIN. (TYP)

1" MAX AT

OUTSIDE FACE SEE NOTE 2

PIPE CLEARANCE

1" MIN TO 2" MAX

SEE NOTE 1

PIPE OPENING

(AT OUTSIDE FACE)

PIPE OPENING

(AT INSIDE FACE)

℄ OF PIPE AND

PIPE OPENING

STANDARD INLET BOX

NOT TO SCALE

6" M

OPENING TAPER

NOTES:

1. OUTSIDE DIAMETER OF PIPE OPENING TO PIPE OPENING

2. REDUCTION IN WALL THICKNESS DIMENSION

1/2" MAX AT

INSIDE FACE SEE NOTE 2

EMBANKMENT

24"

6" 12" 6"

18" AND 21"

24" AND 27"

30" AND 33"

36" AND 39"

42" AND 45"

48" AND 51"

10'

11'

12'

PROVIDE 1 LAYER OF

REINFORCEMENT BARS

.12in² /Ln.Ft. EACH WAY.

#4 BARS @ 12" C TO C (TYP)

EACH WAY TOP & BOTTOM

TYPE D ENDWALL

NOT TO SCALE

FRONT ELEVATION VIEW

SIDE ELEVATION VIEW

PLAN VIEW

(SEE PENNDOT RC-31M STANDARD FOR DIMENSIONS NOT INDICATED)

ENDWALL DIMENSIONS

PIPE DIA.

O D

6" M

SEE DETAILS FOR

SURFACE RESTORATION

SUITABLE ON SITE

MATERIAL, PENNDOT

2A OR 2RC COARSE

AGGREGATE

COMPACTED PER FILL

SPECIFICATION

PIPE BEDDING

PENNDOT NO. 2A

COMPACTED PER FILL

SPECIFICATION

NEW

PIPE

OD +24" (CITY ROW)

OD +48" (PENNDOT ROW)

NOTES:

OD = OUTSIDE DIAMETER OF PIPE

* SUITABLE MATERIAL =

MATERIAL CONTAINING NO DEBRIS, ORGANIC MATTER, FROZEN MATERIAL OR LARGE

STONES WITH A DIAMETER GREATER THAN ONE-HALF THE THICKNESS OF THE

COMPACTED LAYERS BEING PLACED.

TYPICAL TRENCH BEDDING, BACKFILL

AND RESTORATION DETAIL FOR

STORM PIPES

NOT TO SCALE

COMPACTED

PENNDOT NO.2A

COARSE

AGGREGATENOTES:

1. PROVIDE SPECIFIED INLET BOX IN ACCORDANCE WITH PENNDOT RC-46M

LATEST EDITION

2. INLET BOXES AND MANHOLES SHALL BE PLACED ON COMPACTED PENNDOT NO.

2A PLACED IN 4" LIFTS

3. BACKFILL MATERIAL AROUND SURFACE SHALL BE PLACED IN LOOSE UNIFORM

LIFTS OF 4 INCHED IN DEPTH. COMPACT TO REQUIRED DENSITY BY MEANS OF

MECHANICAL TAMPER

4. PLACE CONCRETE IN THE BOTTOM OF THE INLET TO CREATE A FLOW CHANNEL

TOWARD THE OUTLET PIPE.

5. THE VOIDS BETWEEN THE PIPE AND INLET BOX SHALL BE SEALED WITH GROUT

ON THE INSIDE AND OUTSIDE OF THE INLET BOX.

1'-0"

1' -0

POURED CONCRETE FLOW CHANNEL

TO FIT CURVATURE OF PIPES AND

DIRECT FLOW

INLET BOX AND MANHOLE PLACEMENT

PREPARATION DETAIL

NOT TO SCALE

PENNDOT STANDARD 2' X 4' PRECAST

INLET BOX

TYPE M FRAME

(CAST IRON SHOWN)

NOTE:

1. REFER TO PENNDOT RC-46M FOR ADDITIONAL INLET COMPONENT

REQUIREMENTS.

GRATE (STRUCTURAL STEEL

BICYCLE SAFE GRATE SHOWN)

ADJUST TO GRADE AS

REQUIRED PRECAST

CONCRETE RINGS PROVIDE

4" THICKNESS OF

ADJUSTMENT

TYPE M INLET

NOT TO SCALE

SEDIMENT

CLEANOUT

SCORE MARK

SEE NOTE 2

NOTES:

1. REFER TO PENNDOT RC-46M FOR

ADDITIONAL INLET COMPONENT REQUIREMENTS.

2. STANDARD INLET BOX SHOWN

GRATE (STRUCTURAL STEEL

BICYCLE SAFE)

TYPE M CONCRETE TOP

UNIT

ADJUST TO FINAL GRADE WITH

PRECAST CONC RINGS. PROVIDE

4" THICKNESS WITH A MAXIMUM

12" PF TOTAL THICKNESS

INLET BOX

TYPE 4 INLET TOP SLAB

NOTES:

1. REFER TO PENNDOT RC-46M FOR ADDITIONAL INLET

BOX COMPONENT REQUIREMENTS.

2. OUT TO OUT DIMENSIONS OF TOP SLABS TO MATCH

SIZE OF INLET BOX.

3. SET EDGE OF OPENING AT INSIDE FACE OF INLET BOX

FOR ACCESS IF POSSIBLE.

6" MIN

(TYP) 4'-0" MAX

PIPE OPENING

(OUTSIDE DIA)

48" DIA MAX

OUTSIDE FACE (TYP)

4' -0

" M

AX 24

45 1/4"

INSIDE FACE

OF INLET BOX

TYPE 4

4'-0" MAX (TYP)

LS = SLAB LENGTH

SEE NOTE 2

W S

N O

GRATE (STRUCTURAL

STEEL BICYCLE SAFE

GRATE SHOWN)

DOUBLE TYPE M FRAME

(CAST IRON SHOWN)

ADJUST GRADE

AS REQUIRED

WITH PRECAST

RINGS PROVIDE

4" THICKNESS

OF ADJUSTMENT

INLET BOX

NOTES:

1. REFER TO PENNDOT RC-46M FOR

ADDITIONAL INLET COMPONENT REQUIREMENTS.

2. STANDARD INLET BOX SHOWN.

GRATE (STRUCTURAL STEEL

BICYCLE SAFE)

TYPE C FRAME

(STRUCTURAL

STEEL SHOWN)

ADJUST FINAL GRADE WITH

PRECAST CONC RINGS

PROVIDE 4" THICKNESS OF

ADJUSTMENT WITH A

MAXIMUM 12" OF TOTAL

THICKNESS.

INLET BOX

32" MIN

36"

24"6" 6"

TYPE C INLET

NOT TO SCALE

TYPE M INLET

WITH TYPE M CONCRETE TOP UNIT

NOT TO SCALE

TYPE 4 INLET BOX

NOT TO SCALE

C T

N O

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ de ta ils

-2

.d w g

M ---

C O

R U

O N

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

N/A

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

7"CONTRACTION JOINT

SPACING

CONTRACTION JOINT CROSS SECTION

1/4" RADIUS

3/4" RADIUS

3000 PSI MIN.

CEMENT

CONCRETE

COMPACTED

SUBGRADE

CONTRACTION JOINT,

2" DEEP AND 3/16"

WIDE (SPACE IN

UNIFORM LENGTHS)

CONCRETE CURB DETAIL

NOT TO SCALE

FINISH GRADE

(4' MIN. - 2

0' MAX.)

10'

0" R

L O

R M

N G

C U

R B

CURB TAPER TRANSITION DETAIL

NOT TO SCALE

NOTES:

1. REFER TO HOP PLANS FOR CURB TRANSITIONS ASSOCIATED WITH PENNDOT

APPROVED WORK

NOTES:

1. REFER TO PENNDOT PUBLICATION 408 FOR INSTALLATION DETAILS.

BITUMINOUS PAVEMENT - RESTORATION

NOT TO SCALE

SUPERPAVE ASPHALT MIXTURE

DESIGN, HMA BASE COURSE, PG

64-22, 0.3 TO 3.0 MILLION ESALS,

25 MM MIX, 4" DEPTH

6" PENNDOT NO. 2A

MODIFIED SUBBASE

COMPACTED SUBGRADE

TENSAR TX-7 GEOGRID

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA WEARING COURSE, PG 64-22, 0.3

TO 3.0 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-L

TACK COAT

4" NO. 2A COARSE

AGGREGATE

4" CLASS A CONCRETE

WITH 4 X 4 X W2.9 X W2.9

(PROVIDE FLAT SHEETS)

VARIES - SEE PLAN

1" M

NOTES:

1. TOOL ALL EXPOSED EDGES, 1/4" RADIUS

2. BROOM FINISH ALL EXTERIOR SURFACES

CONCRETE PAD - STANDARD WALKWAY

NOT TO SCALE

COMPACTED

SUBGRADE

SECTION VIEW

TOOLED CONTROL JOINT

4" CONC THICKNESS

WITH 4 X 4 X W2.9 X W2.9

4" NO. 2A COARSE AGGREGATE

3/8"

REINFORCING DISCONTINUOUS

AT JOINT (2" EACH SIDE)

AB T

CONTROL JOINT DETAIL

NOT TO SCALE

BITUMINOUS WEARING

COURSE MATERIAL TO

MATCH SURFACE

RESTORATION DETAIL REFER TO SURFACE

RESTORATION DETAIL

BITUMINOUS CONCRETE ROLLED

CURB DETAIL

NOT TO SCALE

CLEAN SURFACE AND

APPLY TACK COAT

SEAL GUTTERLINE WITH

PG 64-22

NOTES:

1. PLACEMENT OF CURB SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION

408 SECTION 636.

2. ASPHALT CURB SHALL BE INSTALLED DURING WEARING COURSE INSTALLATION.

3. ONCE THE FINAL WEARING COURSE OF BITUMINOUS PAVING IS PLACED THE

GUTTER LINE SHALL BE SEALED WITH PG 64-22 BY OVERLAPPING 3" ONTO THE

CURB AND THE EXTENDING 6" ONTO THE CARTWAY.

SUBBASE, 6"

BITUMINOUS BASE COURSE, 4"

BITUMINOUS WEARING COURSE, 1 12 "

SEALING JOINT W/12"

PG64-22 ASPHALT

TACK COAT

EXISTING PAVEMENT

TO REMAIN

MILL EXISTING WEARING COURSE

PAVE 2' MIN

SAWCUT

NOTES:

1. REFER TO BITUMINOUS PAVEMENT DETAILS FOR TYPE AND DEPTH OF PAVEMENT.

2. THE EXTENT OF EXISTING WEARING COURSE, ADJACENT TO THE PROPOSED

PAVEMENT, TO BE MILLED MAY BE INCREASED DEPENDING ON STATE OR MUNICIPAL

GUIDANCE.

BITUMINOUS PAVEMENT -

PROPOSED/EXISTING INTERFACE

NOT TO SCALE

TYPICAL DETAIL FOR BIT CONC BASE COURSE

REPLACEMENT (WHERE DIRECTED)

NOT TO SCALE

VARIABLE WIDTH AS REQ'D. OR AS DIRECTED

4" COMPACTED DEPTH 25.0mm

BIT CONC BASE COURSE

* SAWCUT LATERAL AND LONGITUDINAL

EDGES FOR LIMITS OF BASE REPLACEMENT

SAWCUT

LONGITUDINAL EDGES *

COAT EDGES AND JOINTS WITH CRAFCO

SUPERFLEX ASPHALT CEMENT

BIT CONC WEARING AND/OR

BINDING COURSE(S)

UNDER SEPARATE PAYMENT

6" COMPACTED CRUSHED STONE

AGGREGATE SUBBASE (NO. 2A)

LANDSCAPE AND SOIL

RESTORATION DETAIL

NOT TO SCALE

6" T

N O

NOTE:

1. COARSE ORGANIC MATTER IS NOT TO BE USED

TO BE SEEDED WITH PERMANENT SEED MIXTURE &

STRAW MULCH. SEE E&S NOTES FOR SEEDING

REQUIREMENTS

TOPSOIL MINIMUM REQUIREMENTS:

· ORGANIC MATTER 4% - 12%

· PH RANGE OF 5.0 TO 7.5

· CLAY 8% - 33%

· SAND 28% - 53%

CHAIN-LINK FENCE

NOT TO SCALE

CHAIN-LINK FENCE GATE

NOT TO SCALE

C T

N O

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ de ta ils

-2

.d w g

M ---

C O

R U

O N

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

N/A

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

REMOVE

REPLACE

CFS 1 - 18"

SIDEWALK RESTORATION

P-106

156 LF 36" SLCPP @ 0.030 FT/FT

P-103

28 LF 36" SLCPP @ 0.030 FT/FT

P-101

72 LF 36" SLCPP @ 0.020 FT/FT

EW-A

TYPE D-W ENDWALL

INV = 827.00 (P-101 - 36")

REPLACE 14LF PLAIN

CEMENT CURB

REPLACE 26LF PLAIN

CEMENT CURB

UTILITY POLE TO

BE PROTECTED

P-102

120 LF 36" SLCPP @ 0.050 FT/FT

P-105

164 LF 36" SLCPP @ 0.070 FT/FT

P-120

14 LF 18" SLCPP @ 0.040 FT/FT

P-104

20 LF 36" SLCPP @ 0.030 FT/FT

(ABANDON IN PLACE)

REMOVE

REPLACE REPLACE

REMOVE

REPLACE

P-110

56 LF 36" RCP @ 0.010 FT/FT

P-108

171 LF 36" SLCPP @ 0.105 FT/FT

P-107

67 LF 36" SLCPP @ 0.020 FT/FT

REPLACE 109 LF

BITUMINOUS CONCRETE

CURB

REPLACE 26 LF

PLAIN CEMENT

CURB

REPLACE 130LF

BITUMINOUS CEMENT CURB

REPLACE 26 LF

BITUMINOUS

CONCRETE CURB

UTILITY POLE TO

BE PROTECTED

PAVEMENT RESTORATION

EXISTING PAVER

DRIVEWAY TO BE

PROTECTEDP-121

9 LF 18" SLCPP

@ 0.020 FT/FT

P-111

183 LF 36" SLCPP @ 0.010 FT/FT

REPLACE 26LF PLAIN

CEMENT CURB

PROTECT

EXISTING BRICK

PAVER DRIVEWAY

P-109

150 LF 36" SLCPP @ 0.120 FT/FT

P-122

13 LF 18" SLCPP @ 0.020 FT/FT

15 LF 18" SLCPP @ 0.020 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ e& s-si te -2

.d w g 9/

P M

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

A- A

A-

A SE

(T O

B E

D O

REMOVE

REPLACE

XP-21

21 LF 12" SLCPP @ 0.018 FT/FT

P-124

24 LF 18" RCP @ 0.070 FT/FT

REPLACE 23 LF PLAIN

CEMENT CURB AND ADA

RAMPS

105LF SIDEWALK

RESTORATIONUTILITY POLE TO

BE PROTECTED

152 LF NEW BITUMINOUS

CONCRETE CURB

REPLACE 28LF PLAIN

CEMENT CURB

REPLACE 12 LF PLAIN

CEMENT CURB

PAVEMENT RESTORATION

P-112

150 LF 36" SLCPP @ 0.020 FT/FT

P-125

32 LF 18" SLCPP @ 0.010 FT/FT

P-115

50 LF 36" RCP @ 0.020 FT/FT

P-116

174 LF 36" RCP @ 0.010 FT/FT

P-117

211 LF 30" SLCPP @ 0.017 FT/FT

P-113

19 LF 36" RCP @ 0.020 FT/FT

P-131

120 LF 18" SLCPP @ 0.005 FT/FT

P-123

15 LF 18" SLCPP @ 0.020 FT/FT

CFS 2 - 18"

REPLACE 290 LF CHAIN

LINK FENCE

XP-3

100 LF 15" SLCPP @ 0.010 FT/FT

P-118

262 LF 24" SLCPP @ 0.045 FT/FT

P-119

225 LF 24" SLCPP @ 0.033 FT/FT

P-128

28 LF 18" SLCPP @ 0.020 FT/FT

HW-119

TYPE D ENDWALL

INV = 935.76 (P-119 - 24")

UTILITY POLE TO

BE PROTECTED

REPLACE 377LF BITUMINOUS

CONCRETE CURB

PAVEMENT RESTORATION

PAVEMENT

RESTORATION

P-130

23 LF 18" RCP @ 0.010 FT/FT

P-129

84 LF 24" SLCPP @ 0.041 FT/FT

HW-129

TYPE D ENDWALL

INV = 921.31 (P-129 - 24")

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ e& s-si te -2

.d w g 9/

P M

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

B- B

SEE SHEET 24

SEE SHEET 25

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ e& s-si te -2

.d w g 9/

P M

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

(TO BE ABANDONED)

(TO BE REPLACED)

105LF SID

ALK

ESTO

ATIO

152 LF N

BITU

U S

C O

N C

ETE C

U R

PAVEM

T R

ESTO

ATIO

P-116

174 LF 36" SLCPP @ 0.010 FT/FT

P-117

211 LF 30" SLCPP @ 0.017 FT/FT

P-131

120 LF 18" SLCPP @ 0.005 FT/FT

P-132

81 LF 18" SLCPP @ 0.005 FT/FT

P-133

22 LF 18" SLCPP @ 0.040 FT/FT

P-134

184 LF 18" SLCPP @ 0.005 FT/FT

P-135

16 LF 18" SLCPP @ 0.020 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ e& s-si te -2

.d w g 9/

P M

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

CFS 2 - 18"

P-118

262 LF 24" SLCPP @ 0.045 FT/FT

P-117

211 LF 30" SLCPP @ 0.017 FT/FT

P-128

28 LF 18" SLCPP @ 0.020 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ e& s-si te -2

.d w g 9/

P M

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

C -C

BITUMINOUS

P-7

227 LF 18" SLCPP @ 0.020 FT/FT

P-6

163 LF 18" SLCPP @ 0.033 FT/FT P-5

178 LF 18" SLCPP @ 0.035 FT/FT

RESTORE

CONCRETE

DRIVEWAY APRON

10 LF PLAIN CEMENT

CONCRETE CURB

REPLACEMENT

941LF NEW BITUMINOUS

CONCRETE CURB,

PROVIDE DEPRESSED

CURB AT EXISTING

DRIVEWAYS

941LF BITUMINOUS

CONCRETE CURB

P-4

39 LF 18" RCP @ 0.013 FT/FT

P-2

40 LF 18" SLCPP @ 0.050 FT/FT

P-1

85 LF 18" SLCPP @ 0.020 FT/FT

EX P-2

103 LF 36" SLCPP @ 0.045 FT/FT

EX P-3

71 LF 36" SLCPP @ 0.027 FT/FT

P-3

168 LF 18" SLCPP @ 0.055 FT/FT

DRAWING SCALE

1" = 20'

20 20 40

T N

C H

D B

N N o.

H K'

D B

Y D

DATE

SCALE

SHEET

D R

B Y z:

\p ro je ct fi le s\ sa -tz

\s cr ct y\

- s cr an to n st or m w at er d es ig n

- m in oo ka

\c ad

\s he et s an d pl an s\ e& s-si te -2

.d w g 9/

P M

O O

K A

R M

W A

A R

-3

Y O

R A

N ~L

A C

K A

W A

N N

A C

O U

09/26/2025

1" = 20'

N P

, P .E

R E

D R

E, S U

S-

R E, P A, 0-

D -D

TOPSOIL PLACEMENT

DEPTH INCHES PER 1,000 SF PER ACRE

1 3.1 134 2 6.2 268 3 9.3 403 4 12.4 537 5 15.5 672 6 18.6 806 7 21.7 940 8 24.8 1074

PREPAREDNESS, PREVENTION AND CONTINGENCY (PPC)

PLAN GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREPARE A PREPAREDNESS, PREVENTION AND CONTINGENCY (PPC) PLAN

FOR THE PROPOSED CONSTRUCTION ACTIVITIES TO CONTROL THE POTENTIAL DISCHARGE OF POLLUTANTS CARRIED IN

STORM WATER.

2. BOTH THE E&S PLAN AND THE PPC PLAN ARE TO BE MAINTAINED ONSITE FOR THE DURATION OF THE PERMIT.

3. A PPC PLAN IS REQUIRED IF CHEMICALS, SOLVENTS, HAZARDOUS WASTES, OR ANY MATERIAL WITH THE POTENTIAL FOR CAUSING ACCIDENTAL POLLUTION OF AIR, LAND, OR WATER, ARE STORED OR UTILIZED ON THE SITE.

4. FOLLOW THIS FORMAT AND INCLUDE THESE ELEMENTS FOR THE PPC PLAN:

A. GENERAL DESCRIPTION OF THE CONSTRUCTION ACTIVITY:

INCLUDE DRAWINGS SHOWING GENERAL LAYOUT OF SITE, PROPERTY BOUNDARIES, MATERIALS STORAGE AREAS, LOADING AND UNLOADING OPERATION SITES, TRUCK WASHING AREAS, IN ADDITION TO THE FEATURES OF THE E&S

PLANS.

B. EMERGENCY RESPONSE PROGRAM:

DESCRIBE THE ORGANIZATIONAL STRUCTURE, CHAIN OF COMMAND, EMERGENCY COORDINATORS AND CONTACTS.

INCLUDE DESCRIPTIONS OF EACH INDIVIDUAL'S DUTIES AND RESPONSIBILITIES WITHIN THE CHAIN OF COMMAND FOR

IMPLEMENTATION OF THE PPC PLAN.

IDENTIFY ON THE ORGANIZATIONAL CHART A LIST OF EMERGENCY COORDINATORS THAT MUST BE CONTACTED IN THE

EVENT OF AN EMERGENCY OR SPILL.

DESCRIBE THE DUTIES AND RESPONSIBILITIES OF THE EMERGENCY COORDINATOR SPECIFIC TO THE SITE OR ACTIVITY

IN THE EVENT OF AN EMINENT OR ACTUAL EMERGENCY.

INCLUDE ON THE ORGANIZATIONAL CHART OR ON AN ATTACHMENT, A LIST OF AGENCIES AND PHONE NUMBERS THAT

MUST BE CONTACTED IN THE EVENT OF AN EMERGENCY OR SPILL.

SUCH A LIST INCLUDES AS APPLICABLE:

PA DEP

PA EMERGENCY MANAGEMENT AGENCY

COUNTY HEALTH DEPARTMENT

PA FISH COMMISSION

THE NATIONAL RESPONSE CENTER (U.S. EPA AND U.S. COAST GUARD)

LOCAL POLICE AND FIRE DEPARTMENTS

LOCAL SEWAGE TREATMENT PLANT

DOWN STREAM PUBLIC WATER SUPPLIES

INDUSTRIAL WATER USERS

RECREATION AREAS

INTERNAL AND EXTERNAL COMMUNICATIONS AND ALARM SYSTEMS.

EMPLOYEE TRAINING PROGRAM.

LIST OF EMERGENCY EQUIPMENT. INCLUDE THE LOCATION, PHYSICAL DESCRIPTION, INTENDED USE AND CAPABILITIES

OF EACH ITEM.

MAINTENANCE PROCEDURES AND DECONTAMINATION PROCEDURES OF EMERGENCY EQUIPMENT.

EVACUATION PLAN FOR INSTALLATION PERSONNEL (IF DEEMED NECESSARY).

ARRANGEMENTS WITH EMERGENCY RESPONSE CONTRACTORS. PROVIDE LIST WITH PHONE NUMBERS AND THE

SERVICES EACH CONTRACTOR WILL PROVIDE.

INFORM LOCAL EMERGENCY RESPONSE AGENCIES AND HOSPITALS CONCERNING THE TYPE OF POTENTIAL

EMERGENCIES THAT MAY OCCUR AND THE NEED FOR SERVICES.

FAMILIARIZE LOCAL POLICE, FIRE DEPARTMENTS, EMERGENCY RESPONSE TEAMS AND THE COUNTY EMERGENCY

MANAGEMENT COORDINATOR WITH THE LAYOUT OF THE CONSTRUCTION SITE, THE PROPERTIES AND DANGERS ASSOCIATED WITH THE HAZARDOUS MATERIALS (IF ANY) HANDLED, PLACES WHERE PERSONNEL WOULD BE NORMALLY WORKING, ENTRANCES TO ACCESS ROADS INSIDE THE FACILITY, AND ANY POSSIBLE EVACUATION ROUTES.

C. MATERIAL AND WASTE INVENTORY:

IDENTIFY BY COMMON CHEMICAL NAME AND TRADE NAME TO INCLUDE LOCATIONS, SOURCES, AND QUANTITIES USED OR

STORED ON THE SITE.

FOR EACH HAZARDOUS CHEMICAL STORED AT THE CONSTRUCTION SITE, THE LOCATION AND MATERIAL SAFETY DATA

SHEET OR SIMILAR INFORMATION IS TO BE CLEARLY CITED IN THE PPC PLAN.

D. SPILL AND LEAK PREVENTION AND RESPONSE:

DESCRIBE THE SOURCE AND AREAS FOR POTENTIAL LEAKS AND SPILLS, THE PROBABLE DIRECTION OF FLOW OF SPILLED

MATERIALS AND THE POLLUTION INCIDENT MEASURE SPECIFIC TO THE SOURCE OR AREA.

PROVIDE SEPARATE DRAWINGS OR PLOT PLANS TO SUPPLEMENT THE ABOVE.

E. INSPECTION PROGRAM:

DESCRIBE THE INSPECTION PROGRAM AND MONITORING PROCEDURES TO ASSESS THE INTEGRITY OF EQUIPMENT, STORAGE AREAS AND SIMILAR AREAS.

F. HOUSEKEEPING PROGRAM:

IDENTIFY THE AREAS AND THE ASSOCIATED TYPE OF HOUSEKEEPING PRACTICES TO MINIMIZE THE POSSIBILITY OF

ACCIDENTAL SPILLS AND SAFETY HAZARDS TO PERSONNEL.

G. SECURITY MEASURES:

DESCRIBE SECURITY PROCEDURES AND SYSTEMS AT THE SITE TO PREVENT ACCIDENTAL OR INTENTIONAL ENTRY THAT

COULD RESULT IN A VIOLATION OF DEPARTMENTAL REGULATIONS, AND/OR INJURY TO PERSONS AND DAMAGE TO

EQUIPMENT.

H. EXTERNAL FACTORS:

DESCRIBE THE POSSIBLE AFFECTS OF EXTERNAL FACTORS SUCH AS POWER OUTAGES, STRIKES, FLOODS, SNOWSTORMS ETC. AND ANY ACTION TO BE TAKEN TO ALLEVIATE ANY RESULTING EFFECTS TO PUBLIC HEALTH AND

SAFETY OR THE ENVIRONMENT.

E&S MAINTENANCE NOTES:

1. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S) MUST BE CONSTRUCTED, STABILIZED, AND

FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMP'S MUST BE MAINTAINED PROPERLY. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING MUST BE

PERFORMED IMMEDIATELY.

2. A WRITTEN REPORT DOCUMENTING THE INSPECTIONS AND REPAIRS MADE TO THE EROSION AND SEDIMENT CONTROL BMP'S

MUST BE KEPT ON SITE AT ALL TIMES.

3. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ANY ROADWAY OR ANY PUBLIC RIGHT-OF-WAY SHALL

IMMEDIATELY BE REMOVED. WASHING SEDIMENT FROM THE PAVEMENT IS PROHIBITED.

4. 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. ANY COMPOST SILT SOCK SECTION THAT HAS BEEN UNDERMINED OR OVERTOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF COMPOST SILT SOCK AND 1/3 THE ABOVE GROUND HEIGHT OF ROCK FILTERS. INLET FILTER BAGS SHOULD BE CLEANED AND/OR REPLACED WHEN THE BAG IS 1/2 FULL.

DAMAGED FILTER BAGS SHALL BE REPLACED.

5. ACCUMULATED SEDIMENT MAY BE INCORPORATED INTO THE FILL OR REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER (AN APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR ANY OFFSITE DISPOSAL

AREA).

6. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY

CORRECT THE PROBLEM.

7. OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE STORMWATER CONVEYANCE SYSTEM AFTER CONSTRUCTION.

8. THE CONTRACTOR SHALL, PERIODICALLY OR AS DIRECTED DURING THE PROGRESS OF THE WORK, REMOVE AND LEGALLY

DISPOSE OF ALL SURPLUS MATERIAL AND DEBRIS AND KEEP THE PROJECT AREA AND PUBLIC RIGHTS-OF-WAY REASONABLY CLEAR. SURPLUS OR DEMOLITION MATERIALS SHALL BE RECYCLED DURING THE COURSE OF THE WORK, WHENEVER

PRACTICAL AND APPROVED BY THE DESIGN ENGINEER.

9. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY CONSTRUCTION FACILITIES, DEBRIS AND UNUSED MATERIALS, PROVIDED FOR THE WORK, AND PUT ALL OF THE SITES OF THE WORK AND PUBLIC RIGHTS-OF-WAY IN A NEAT AND CLEAN CONDITION. TRASH BURNING ON THE SITE OF THE WORK WILL NOT BE PERMITTED. OFF-SITE DISPOSAL OF SOIL OR ROCK WILL REQUIRE AN EROSION AND SEDIMENT CONTROL PLAN SUBMISSION, BY THE CONTRACTOR, TO THE

APPROPRIATE CONSERVATION DISTRICT.

GENERAL 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

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 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.

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.

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

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, REGRADING, RESEEDING, REMULCHING AND RENETTING 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 TOPSOILED 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 OUTSLOPES SHALL

HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

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

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

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

OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY

FILLS.

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

INCORPORATED INTO FILLS.

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

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

STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

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

CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 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 STORMWATER MANAGEMENT BMPS.

AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE

DONE ONLY DURING THE GERMINATING SEASON.

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. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO

CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

34. 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.

35. 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.

36. 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

37. SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE

SURFACE WATERS.

38. SEDIMENT BASINS SHALL BE PROTECTED FROM UNAUTHORIZED ACTS BY THIRD PARTIES.

39. ANY DAMAGE THAT OCCURS IN WHOLE OR IN PART AS A RESULT OF BASIN OR TRAP DISCHARGE SHALL BE

IMMEDIATELY REPAIRED BY THE PERMITTEE IN A PERMANENT MANNER SATISFACTORY TO THE

MUNICIPALITY, LOCAL CONSERVATION DISTRICT, AND THE OWNER OF THE DAMAGED PROPERTY.

37. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS.

38. FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS. THE EMBANKMENT SHALL BE

COMPACTED IN MAXIMUM 9 INCH LAYERED LIFTS AT 95% DENSITY.

39. NOTIFY THE COUNTY CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF ANY LAND DISTURBANCE

ACTIVITIES AT THE FOLLOWING ADDRESS:

LACKAWANNA COUNTY CONSERVATION DISTRICT

1027 S ABINGTON ROAD

SOUTH ABINGTON TWP, PA 18411

PHONE: 570-382-3086

E&S NOTES:

ANTICIPATED CONSTRUCTION WASTES:

PROJECT WASTES INCLUDE BUT NOT LIMITED TO: BUILDING MATERIALS, BITUMINOUS ASPHALT, CONCRETE, VEGETATION, ETC.

RECYCLING AND DISPOSAL OF WASTE MATERIALS:

1. ALL ACCUMULATED SEDIMENT WILL BE INCORPORATED INTO THE FILL AND REUSED ON-SITE.

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File details come from the government source that posted it. Updated Oct 27, 2025.