2-Plans GoodSpring.20260518.pdf

dcook 5/18/2026 4:31:05 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Cover_Sheet.dgn (COVER SHEET)

20260571571-000

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

START OF EXCAVATION.

THAN 10 BUSINESS DAYS PRIOR TO THE

THAN 3 BUSINESS DAYS NOR MORE

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS

GOOD SPRING PARK AND TRAIL PHASE III

FRAILEY TOWNSHIP

May 2026

Schuylkill County, Pennsylvania

FRAILEY TOWNSHIP

LOCATION MAP

SCALE: 1"=1/2 MILE

PROJECT LOCATION

C-001

0325-609023.20

DRAWING NO.

PROJECT

PREPARED BY:

PROJECT MANAGER DATE

P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

H

O

F

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

NO. 052278-E

CHRISTOPHER GEORGE BENTZ

EROSION AND SEDIMENT CONTROL DETAILSC-014

EROSION AND SEDIMENT CONTROL DETAILSC-013

EROSION AND SEDIMENT CONTROL DETAILSC-012

EROSION AND SEDIMENT CONTROL NOTESC-011

EROSION AND SEDIMENT CONTROL NOTESC-010

SITE DETAILSC-009

SITE DETAILSC-008

PROFILE 1C-007

ELEVATION PLANC-006

PROPOSED SITE ENLARGEMENT PLANC-005

PROPOSED SITE PLANC-004

PROPERTY PLANC-003

LEGEND AND GENERAL NOTESC-002

COVER SHEETC-001

Model NameSheet NumberFolder Name

Sheet Index

5/19/2026

C-002

LEGEND AND GENERAL NOTES

MANHOLEMH

MINIMUMMIN

METALMET

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMANUF

JOINTJT

INVERTINV

INCHIN

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

GAS VALVEGV

GAS METERGM

GENERALGEN

GALVANIZEDGALV

GAUGEGA

FLAG POLEFP

FOOTINGFTG

FOOTFT

FINISH FLOORFIN FL

FIRE HYDRANTFH

FINISH GRADEFG

FOUNDATIONFDN

EXPANSION JOINTEXP JT

EXPANSIONEXP

EXISTINGEXIST

EQUIPMENTEQUIP

EQUALEQ

ELECTRICALELECT

ELEVATIONELEV

EACHEA

DRAWINGDWG

DUCTILE IRON PIPEDIP

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DOUBLEDBL

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

CLEANOUTCO

CORRUGATED METAL PIPECMP

CENTERLINE�

CONTROL JOINTCJ

CAST IRON PIPECIP

CEMENTCEM

BENCH MARKBM

BLOCKBLK

BASELINE�

BUILDINGBLDG

APPROXIMATELYAPPROX

ABBREVIATIONS

CO

MH

GV

GM

FH

WV

WELL

WM

BO

TO BE DEMOLISHED

TO BE DEMOLISHED

VAULT

INLET

BLOWOFF

WATER METER

WELL

WATER VALVE

FIRE HYDRANT

GAS METER

GAS VALVE

MANHOLE

CLEANOUT

POST/LAMP POST/BOLLARD

SIGN AND POSTS

SIGN

LIGHT STANDARD

GUY WIRE

GROUND ELEVATION

ROAD DELINEATION SIGN

SHRUB ROW

TREE/BRUSH LINE

SHRUB

NPDES BOUNDARY

SHORING

100-YEAR FLOOD BOUNDRY

GUIDE RAIL

CONTOURS MINOR

CONTOURS MAJOR

EDGE OF STREAM

FENCE

BASELINE

WATER LINE

TELEPHONE LINE

STORM SEWER LINE

SANITARY SEWER LINE

GAS LINE

UNDERGROUND ELECTRIC LINE

ABOVE GROUND ELECTRIC LINE

ROAD EDGE

LEGAL RIGHT-OF-WAY

PROPERTY LINE

DESCRIPTION TEXT

LEGEND

1000.0

CO

GV

GM

WELL

WM

6" 6"

6" 6"

MH

FH

WV

BO

1300.0 1300.0

EXISTINGPROPOSED

1 1

1000.0

S

SAFETY MULCH

CONCRETE SIDEWALK

PAVEMENT

HATCHING

UTILITY NOTES

LIST OF UTILITIES:

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGTING CODES

COLOR CODES. KNOW THEM!

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN ACCORDANCE WITH UNIFORM

20260571571-000 SERIAL NO.:

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM, IN. USE IT!

OF PENNSYLVANIA.

NOTICE WHEN ENGAGED IN THE DESIGN PHASE. THESE REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING DAYS NOR MORE THAN 90 WORKING DAYS BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH.

CONTRACTORS WHO ARE ABOUT TO MOVE EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION PENNSYLVANIA ACT NO. 187 OF 1996, THE UNDERGROUND UTILITY LINE PROTECTION LAW, REQUIRES NO LESS THAN

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

ALFRED BENESCH & COMPANY, OR THEIR REPRESENTATIVES.

LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR, AND NOT ON THE PROJECT OWNER OR THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR MISUNDERSTANDING OF THE

VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR AND SHALL BE FIELD

TO AVOID ALL UNNECESSARY CONFLICTS THEREWITH.

DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND (3) AND WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY OWNERS INDEPENDENTLY, (2) TO NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE ONLY, AND IS NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH, SIZE, LOCATION OR

PERFORMED. AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN THE PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR THAT ALL COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM THE UTILITES LISTED ABOVE. ALFRED BENESCH & WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH INFORMATION THAT

OWNER'S REPRESENTATIVE.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE 17.

MANUAL.

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL DURING ALL PHASES OF CONSTRUCTION. EROSION AND SEDIMENTATION CONTROLS WILL CONFORM TO THE ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED, INSTALLED AND MAINTAINED 16.

CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS.15.

VERTICAL DATUM IS BASED ON NAVD 1988.14.

HORIZONTAL DATUM IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD 83/2000 13.

CONFORM TO "EROSION AND SEDIMENTATION CONTROL MANUAL."

DURING ALL PHASES OF CONSTRUCTION. SEE SEDIMENT AND EROSION CONTROL NOTES. ALL CONTROLS SHALL ALL REQUIRED SOIL EROSION AND SEDIMENTAION CONTROLS SHALL BE PROVIDED, INSTALLED AND MAINTAINED 12.

AREA DURING NON WORKING HOURS.

CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS, BACKFILL, COVER, OR FENCE EXCAVATION THIS PROJECT IS SUBJECT TO INSPECTION BY THE ENGINEER, AND APPLICABLE CODE ENFORCEMENT AGENCIES. 11.

AS AMENDED BY ACT 187 AND SECTION 5 OF ACT 38 (UNDERGROUND UTILITY LINE PROTECTION LAW).

THE CONTRACTOR SHALL COMPLETE ALL EXCAVATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ACT 287 10.

SPECIFICATIONS PUBLICATION 408 IN IT'S LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION 9.

OWNER OR THE ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE 8.

PROPOSED PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPE AND APPURTENANCES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THERE IS SUFFICIENT COVER ON EXISTING AND 7.

OF SAID BUILDINGS, STRUCTURES AND UTILITIES, OWNER OR THE ENGINEER.

STRUCTURES, PIPING, CABLES, CONDUITS, WIRING AND APPURTENANCES SHALL BE AT NO COST TO THE OWNERS STRUCTURES WITHIN OR DIRECTLY ADJACENT TO THE WORK INDICATED. RESTORATION OF DAMAGED BUILDINGS, SHALL SUPPORT AND MAINTAIN THE SAFETY AND STRUCTURAL INTEGRITY OF ADJACENT BUILDINGS AND AND THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXPOSED LINES, OR OTHER FACILITIES STRUCTURES.

FACILITIES TO PREVENT ACCIDENTAL DAMAGE TO EXISTING UTILITIES AND ADJACENT BUILDINGS AND THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN EXCAVATION FOR ALL UNDERGROUND PIPELINES AND 6.

LOCATION ARE INCIDENTAL TO THE WORK OF THIS CONTRACT.

CONTRACTOR'S RESPONSIBILITY TO LOCATE, VERIFY AND PROVIDE FOR THEIR PROTECTION. VERIFICATION AND EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. IT SHALL BE THE 5.

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.4.

ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR 3.

CONTRACTOR PRIOR TO START OF CONSTRUCTION.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE2.

FEES.REQUIRED

CONSTRUCTION OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS APPLICABLE TO 1.

GENERAL NOTES

WELDED WIRE FABRICWWF

WATER VALVEWV

WATERPROOFWP

WATER METERWM

WITHW/

VERTICALVERT

TOP OF WALLTOW

TOP OF FOOTINGTOF

TOP OF CONCRETETOC

STRUCTURALSTRUCT

STEELSTL

STANDARDSTD

SQUARESQ

SPECIFICATIONSPEC

REQUIREDREQ'D

REINFORCEDREINF

RADIUSRAD

OR

RADIUSR=

RISERR

QUANTITYQTY

POLYVINYL CHLORIDE PIPEPVC

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NO TRENCHNT

NECESSARYNEC'Y

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:14 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\G002_Legend.dgn (LEGEND AND GENERAL NOTES)

P E

N N

S Y L V A

N I

A

C O

M

M

NW EALTH

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

- - - - - 570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

(800) 342-5775

MCSANTAYANA@PPLWEB.COM

MARK SANTAYANA

WILKES-BARRE PA 18702

503 NEW MARKET STREET

PPL ELECTRIC UTILITIES CORP.

KATHLEEN_YERGES@YAHOO.COM

CHARLES YERGES

TREMONT, PA 17981

23 JOLIETT STREET

MOUNTAIN WATER AUTHORITY OF JOLIETT

(570) 631-4060

JOHN.BUGDONOVITCH@FTR.COM

JOHN BUGDONOVITCH

SHICKSHINNY, PA 18655

67 S MAIN ST

FRONTIER COMMUNICATIONS OF PA INC

(570) 622-8240

DKUPERAVAGE@SCMAWATER.COM

DAVID KUPERAVAGE

POTTSVILLE, PA 17901

P.O. BOX 960

221 SOUTH CENTRE STREET

SCHUYLKILL COUNTY MUNICIPAL AUTHORITY

C-003

PROPERTY PLAN

075 75 150 FEET

PROPOSED WORK

PROPOSED WORK

PROPOSED WORK

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:18 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Property Plan.dgn (PROPERTY PLAN)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

TAX MAP 12-04-0007.000

SCHUYLKILL COUNTY

T5

C3

T6

T16T17 C14

C12

C13

T4

C2 T3 C1

T2

T7

C

T1

T

T18

C15

T19 E. FRANKLIN ROAD (T-584)

T8

C4 T20 C16

C1

T22

T2

T2

T12

T9

T15

T13

C8

C6

C7

T11

C9

C10

C17

T21

C11

NAL

PIPE

PIPE

DIT

DIT

DIT

DIT

DIT

DIT

DIT

DIT

NAL

DIT

DIT

DIT

DIT

DIT

DIT

DIT

PIPE

PIPE

0 IN-1

IN-2IN-3IN-4

IN-5

IN-6

IN-7

AREA: 3.52 ACRES

TAX PARCEL 12-04-0033.001

RB 2752 PAGE 1098

FRAILEY TOWNSHIP

12-04-10

TAX PARCEL

RB 2452

YZ-05, INC.

N/F

12-04-0008.000

TAX MAP

JONATHAN M KOCH

N/F

AREA: 18.42 ACRES

TAX PARCEL 12-04-0034.001

RB 2752 PAGE 1098

FRAILEY TOWNSHIP

TAX MAP 12-04-0033.000

NATURAL COAL CO.

7.

6.

5.

4.

3.

2.

1.

TAX MAP 12-06-0060.000

KEVIN T LUCAS

TAX MAP 12-06-0089.000

DAVID R SHOFFLER SR & KRISTEN Y LUCAS

TAX MAP 12-06-0088.000

KARL K KIMMEL

TAX MAP 12-06-0087.000

KARL K KIMMEL

TAX MAP 12-06-0087.000

MARY L BRESSLER & ROBERT NEY

TAX MAP 12-06-0084.000

KEVIN W & VICKI A BARRY

TAX MAP 12-06-0083.000

RICHARD T & TANYA SUE BECKER

AREA: 22.217 ACRES

TAX PARCEL 12-04-36(8)

RB 2159 PAGE 412

C-004

PROPOSED SITE PLAN

020 20 40 FEET

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:21 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Site Plan.dgn (PROPOSED SITE PLAN)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

NAL

PIPE

PIPE

DIT

DIT

DIT

DIT

DIT

DIT

DIT

DIT

NAL

DIT

DIT

DIT

DIT

DIT

DIT

DIT

PIPE

PIPE

0 10

1 2

IN-1IN-2

IN-3

IN-4IN-5IN-6

IN-7

EAST FRANKLIN ROAD

T5 C3

T6

C12C13

T4

C2

T3

C1

C4

NAL

PIPE

PIPE

DIT

DIT

DIT

DIT

DIT

DIT

DIT

DIT

NAL

DIT

DIT

DIT

DIT

DIT

DIT

DIT

PIPE

PIPE

AREA: 22.217 ACRES

TAX PARCEL 12-04-36(8)

RB 2159 PAGE 412

C-005

PROPOSED SITE ENLARGEMENT PLAN

010 10 20 FEET

010 10 20 FEET

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:26 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Site Plan 2.dgn (PROPOSED SITE ENLARGEMENT PLAN)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

36'-0"

30'-0"

5' -0

@ 4.53%

"11'-11

@ 2.72% "8

19'-9

@ 3.23% "4

17'-11

@ 4.52% "8

12'-10

@ 0.0% "2

5'-9

@ 0.0% "8

8'-1

'-9

'-9

@ 3.09% "8

29'-9

@ 4.48% "2

20'-6

5'-0"

'-9

'-1

23'-3"

23'-5"

18'-11"

18'-11"

89'-8"8

IN-1

IN-2

IN-3

IN-4

6'-0" 6

'-2

R

'-6

R

T5 C3

T6

T4

C2

NAL

NAL

INV.=966.52

18" SLCPP

INV.=967.76

18" SLCPP

INV.=957.58

15" SLCPP

INV.=955.63

15" SLCPP

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

1" DEAD

BOULDER

BOULDER

BOULDER

BOULDER

GRAVEL ROAD

GRAVEL ROAD

GRAVEL TRAIL

GRAVEL TRAIL

GRAVEL TRAIL

GRAVEL TRAIL

MACADAM TRAIL

R

IP

-R

A P

R

IP

-R

A P

RIP

-RAP

LAWN AREA

CONCRETE

AREA

LANDSCAPE

AREA

LANDSCAPE

BOULDER

GRAVEL ROAD

TRAIL SIGN

PORTA-POTTIE PAD

TRAIL SIGN

SIGN

HC PARKING

BM "A"

P A

R K

IN

G

H C

INFO SIGN

WATER BAR

WATER BAR

WATER BAR

GRAVEL TRAIL

2" DOGWOOD

ELEV=985.54'

OF CONC PAD

SQUARE CUT NE COR

BM "A"

NAL

NAL

INV.=966.52

18" SLCPP

INV.=967.76

18" SLCPP

INV.=957.58

15" SLCPP

INV.=955.63

15" SLCPP

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

1" DEAD

BOULDER

BOULDER

BOULDER

BOULDER

GRAVEL ROAD

GRAVEL ROAD

GRAVEL TRAIL

GRAVEL TRAIL

GRAVEL TRAIL

GRAVEL TRAIL

MACADAM TRAIL

R

IP

-R

A P

R

IP

-R

A P

RIP

-RAP

LAWN AREA

CONCRETE

AREA

LANDSCAPE

AREA

LANDSCAPE

BOULDER

GRAVEL ROAD

TRAIL SIGN

PORTA-POTTIE PAD

TRAIL SIGN

SIGN

HC PARKING

BM "A"

P A

R K

IN

G

H C

INFO SIGN

WATER BAR

WATER BAR

WATER BAR

GRAVEL TRAIL

2" DOGWOOD

ELEV=985.54'

OF CONC PAD

SQUARE CUT NE COR

BM "A"

C-005

ELEVATION PLAN

5 0 5 10 FEET

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:31 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Elevation Plan.dgn (ELEVATION PLAN)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

IN-1

IN-2

NAL

INV.=966.52

18" SLCPP

INV.=967.76

18" SLCPP

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

1" DEAD BOULDER

BOULDER

R

IP

-R

A P

R

IP

-R

A P

LAWN AREA

CONCRETE

AREA

LANDSCAPE

AREA

LANDSCAPE

GRAVEL ROAD

TRAIL SIGN

PORTA-POTTIE PAD

TRAIL SIGN

SIGN

HC PARKING

BM "A"

P A

R K

IN

G

H C

INFO SIGN

WATER BAR

2" DOGWOOD

ELEV=985.54'

OF CONC PAD

SQUARE CUT NE COR

BM "A"

IN-1

IN-2

NAL

INV.=966.52

18" SLCPP

INV.=967.76

18" SLCPP

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

6" PINE

1" DEAD BOULDER

BOULDER

R

IP

-R

A P

R

IP

-R

A P

LAWN AREA

CONCRETE

AREA

LANDSCAPE

AREA

LANDSCAPE

GRAVEL ROAD

TRAIL SIGN

PORTA-POTTIE PAD

TRAIL SIGN

SIGN

HC PARKING

BM "A"

P A

R K

IN

G

H C

INFO SIGN

WATER BAR

2" DOGWOOD

ELEV=985.54'

OF CONC PAD

SQUARE CUT NE COR

BM "A"

.6

.6

.0

.8

4.49%

4.90%

4.80%

0.0%

.0

%4.51%

.0

0.

0%

.8

%2 .8

0.

0%

.0

.0

4.13%

4.13%

P 990.50' E 990.78'

- 3.5"

986.05'

986.11'

P 990.95' E 990.89 + 1.0"

P 990.95' E 990.84' + 1.5"

992.49'

P 993.27' E 991.92' + 16"

P 993.27' E 992.49' + 9.5"

0.0%

4.90%

P 994.45' E 996.15'

- 20.0"

P 944.45' E 994.86' + 5.0"

994.19'

P 994.19' E 994.00' + 2.5"

P 994.40' E 993.99' + 16.0"

P 992.49' E 991.82' + 8.0"

P 992.49' E 991.95' + 6.5"

992.49'

P 991.53' E 992.03'

- 6.0"

P 991.53' E 991.73'

- 2.5"

P 989.90' E 989.10' + 9.5"

P 989.90' E 989.10'

+ 9.5"

P 989.36' E 988.59'' + 9.50"

P 989.36' E 988.23'

+ 13.5"

P 990.44' E 990.80'

- 4.5"

P 988.07' E 988.11'

- 0.5"

987.82'

PAVILION PAD

ALT BID 1

ADA PICNIC TABLE

ALT BID 1

PICNIC TABLE (TYP-4)

ALT BID 1

CONCRETE PAD

ADA GRILL AND

ALT BID 1

CONCRETE PAD

GRILL AND

ALT BID 1

RECEPTACLE

TRASH

ALT BID 1

RECEPTACLE

TRASH

BASE BID

TREE (TYP-6)

7'-8' CONIFEROUS

BASE BID

TREE (TYP-4)

1" CAL. SHADE TREE

BASE BID

PORTA-POTTY PAD

CONCRETE

BASE BID

SPLIT RAIL FENCE

BASE BID

TREE (TYP-4)

1" CAL. SHADE TREE

0 1 2

1010 1010

1015 1015

1020 1020

1025 1025

1030 1030

1035 1035

1040 1040

1045 1045

.9

.7

.9

.8

.2

OUT=1020.84

TOP=1023.92

I-6

13.62%

15"

.2

G

- 1 .5

G

- 1 .7

G

.9

G

.6

G

- 1 .7

G

- 1 .6

G

- 1 .6

G

-1 .9

G

- 1 .0

G

- 1 .6

G

- 1 .6

G

OUT=1014.65

OF-3

R -4 R

IP R

AP @

10-12%

0 1

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

.8

.0

.9

.2

OUT=1013.75

TOP=1017.00

IN-5

OUT=1004.50

IN=1004.70

TOP=1008.25

IN-4

.7

G

- 1 .8

G

- 1 .2

G

.1

G

9.38 %

12"

@ 6.14%

15"

OUT=1000.00

OF-2

0 1 2

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

.6

.6

.1

.0

.6

.9

OUT = 999.93

TOP=1003.70

IN-3

IN-2

IN-1

@ 6.93 ft/ft

15" ft/ft

0.06

15" ft/ft

0.09

15"

.0

G

- 9 .3

G

- 9 .8

G

- 9 .8

G

- 9 .8

G

.5

G

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:34 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Base\Pr_Drainage.dgn (PROFILE 1)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

C-007

PROFILE 1

C-007

C-008

SITE DETAILS

NOT TO SCALE

CONCRETE PAVEMENT

ABUTTING EXISTING CONCRETE OR BITUMINOUS PAVING.

PLACE 1/4" EXPANSION MATERIAL AT ALL LOCATIONS

SIDEWALK SHALL SLOPE 1/8" PER FOOT AWAY FROM WALL. NOTE:

x x x x x x x x x x x x x x x x x x x x x

10'-0" (TYP)

1/4" PREMOLDED EXPANSION MATERIAL

SCORED JOINTS AT 5'-0" OC

4" CONCRETE WITH 6x6 W1.4xW1.4

4" 2B STONE (COMPACTED)

97% PROCTOR DENSITY

COMPACT SUBGRADE TO

CONTROL JOINT

SAW JOINT INTO SLAB WITHIN 24 HOURS OF SLAB POUR.NOTE:

SLAB PER PLAN

x x xx T

M

IN

T /4

1/4"

NOT TO SCALE

SPLIT RAIL FENCE

12"

EXISTING GRADE

ELEVATION

CONCRETE

CEMENT

CLASS A

3"x6" INTERMEDIATE POST

RAIL 11'-0" LENGTH

5" HT. TRIANGULAR

PLAN

(MIN)

12" ø POST HOLE

+/- (TYP)

10'-4" CENTER TO CENTER

12"12"

4"x4" END POST

PAVILION PAD DETAIL

ABUTTING EXISTING CONCRETE OR BITUMINOUS PAVING.

PLACE 1/4" EXPANSION MATERIAL AT ALL LOCATIONS

PAD SHALL SLOPE 1/8" PER FOOT AWAY FROM CENTER. NOTE:

x x x x x x x x x x x x x x x x x x x x x

VARIES (SEE PLAN)

1/4" PREMOLDED EXPANSION MATERIAL

SCORED JOINTS AT 10'-0" OC

4" CONCRETE WITH 6x6 W1.4xW1.4

4" 2B STONE (COMPACTED)

PROOF ROLL SUBGRADE

97% PROCTOR DENSITY

COMPACT SUBGRADE TO

x x x x x x x x x

STAKE OUT IS INCIDENTAL TO SITE PREPARATION.

AND OWNER PRIOR TO CONSTRUCTION. COORDINATION AND

CONTRACTOR A TO PROVIDE FIELD STAKE OUT WITH ENGINEER

SLOPE NOT TO EXCEED 1.5% IN ANY DIRECTION.

CONTRACTOR TO TIE PAVILION PAD TO EXISTING PAVEMENT.

NOT TO SCALE

WALKWAY PAVEMENT SECTION

PROCTOR DENSITY

TO 97% STANDARD

COMPACTED AND ROLLED

4" NO. 2A SUBBASE,

MIX, 3" DEPTH, SRL-L

22, < 0.3 MILLION ESALS, 12.5 MM

DESIGN, WEARING COURSE, PG 64-

SUPERPAVE ASPHALT MIXTURE

NECESSARY. MINIMUM 6" TOPSOIL DEPTH (TYP)

TOPSOIL AND SEED DISTURBED AREAS AS

VARIES

NOT TO SCALE

TREE PLANTING DETAIL

FOR APPROXIMATE TREE LOCATIONS

SEE PLAN SHEETSNOTE:

16" MIN

BOTTOM OF TREE PIT

MIN. OF 6" DEEPER THAN

STAKES SHOULD BE A

PLANTER PIT

SCARIFY SIDES AND BOTTOM OF

THE DIA. OF THE CONTAINER

MINIMUM PLANT PIT IS (2) TIMES

FINISHED GRADE

3" EARTH BERM

WATER BASIN

BACKFILL MIX

MULCH 2"-3" DEEP

STANDARD TREE STRAPS

GUY WIRE W/

WOOD STAKES

(2) 2" X 2"X 12'

ALONG ROOT BALL

PLACE HALF WAY DOWN

6 PER TREE

(21 GRAM 20-20-5)

FERTILIZER TABLETS

T

Y P

NOT TO SCALE

EVERGREEN PLANTING & GUYING

/2

H T

O

F T

R E

E

SEE DETAIL ABOVE

BACKFILL MIX

REMOVE COMPLETELY.

IF PLASTIC OR METAL CAGE

TOP 1/3 OF ROOTBALL.

REMOVE BURLAP FROM

DRIVEN FLUSH

WOOD STAKE TYP.

2" X 2" X 30" MIN.

FINISH GRADE

BERM AROUND PLANT.

CONTINUOUS SAUCER

CONSTRUCT 3"

2"-3" DEPTH

MULCH

SHREDDED BARK

TO STAKES

12 GA. WIRE SECURED

OF ROOTBALL

2 X WIDTH

NYLON STRAPS (3 MIN.)

12 GA. WIRE

DOUBLE STRAND

NOTE: FOR EVERGREEN TREES 8' TALL OR LESS.

GUYING DETAIL

PLAN VIEW OF

NOT TO SCALE

PICNIC GRILL DETAIL

KE-BAR PIN SEE DETAIL

DRILL 1/4" HOLE FOR #2

12"D. X 18" CON FOOTING

#2 REBAR, 6" LONG

3 1/2" O.D. PIPE

CONTAINED LOCKING DEVICE

STOVE CONNECTOR W/SELF

OR APPROVED EQUAL

200" OR BELSON "CHARWOOD"

RON MTN FORGE "OUTDOORSMAN

M

IN

-3

M

A X

1'-0"

5'-0"

COMPACTED SUBGRADE

NON-CONDUCTIVE SPRING HANDLE GRIPS.

STEEL PLATE. GRILL TO BE EQUIPPED WITH

OF 10" AND SHALL BE FABRICATED OF 3/16"

OF 20". A WIDTH OF 15" AND A HEIGHT

FIREBOX SHALL HAVE A LENGTHNOTE:

4" CONCRETE WITH 6x6 W1.4xW1.4

4" 2B STONE (COMPACTED)x x x x x x x x x

B&B OR CONT. 1" MIN(4)CORDATATILIALITTLE-LEAF LINDEN

B&B OR CONT. 1" MIN(4)RUBRAQUERCUSNORTHERN RED OAK

CONDITIONSIZENUMBERSPECIESGENUSTYPE

B&B OR CONT. 7'-8'(6)STROBUSPINUSEASTERN WHITE PINE

CONDITIONSIZENUMBERSPECIESGENUSTYPE

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:36 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Detail Sheet.dgn (SITE DETAILS)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

C-009

SITE DETAILS

NOT TO SCALE

PICNIC TABLE METAL DETAIL

8'-0"

TOP VIEW

FRONT VIEWSIDE VIEW

ISOMETRIC VIEW

MOUNTING KIT TO BE PROVIDED AND ANCHORED TO CONCRETE3.

2. FINISH SHOULD BE POLYESTER POWDER COATING

MANUFACTURER'S SPECIFICATIONS.

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

NOTE:

5'-4 1/2"

2'-6"

1'-0"

M

IN

M

IN

NOT TO SCALE

ADA PICNIC TABLE METAL DETAIL

8'-0"

TOP VIEW

FRONT VIEWSIDE VIEW

ISOMETRIC VIEW

MOUNTING KIT TO BE PROVIDED AND ANCHORED TO CONCRETE3.

2. FINISH SHOULD BE POLYESTER POWDER COATING

MANUFACTURER'S SPECIFICATIONS.

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

NOTE:

5'-4 1/2"

2'-6"

1'-0"

M

IN

M

IN

NOT TO SCALE

PET WASTE STATIONS

6. 50 WASTE RECEPTACLE LINERS.

5. 80 PET WASTE BAGS.

BOLTS AND WASHERS.

4. 3-MOUNTING HARDWARE SETS EACH SET INCLUDES: 2 NUTS,

3. 10 GAL WASTE RECEPTACLE WITH ATTACHED LID.

2. DISPENSER BOX.

1. 12" X 18" ALUMINUM SIGN. FINE OF $100

SPECIFICATIONS:

2. FINISH SHOULD BE POLYESTER POWDER COATING - BLACK

MANUFACTURER'S SPECIFICATIONS.

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

NOTE:

DISPENSER BOX

8' STEEL SIGN POST

WITH ATTACHED LID

RECEPTACLE

10-GAL WASTE

GRADE

PERSPECTIVE

1'-0"

NOT TO SCALE

RECEPTACLES

4. 50 WASTE RECEPTACLE LINERS.

3. PERFORATED METAL

2. 14" INSIDE DIAMTER OPENING

1. INCLUDED RAIN BONNET

SPECIFICATIONS:

2. FINISH SHOULD BE POLYESTER POWDER COATING - BLACK

MANUFACTURER'S SPECIFICATIONS.

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

NOTE:

RAIN BONNET

PLAN VIEW

RAIN BONNET

FRONT VIEW

TYPE M INLET

COMPACTED NO. 2A MODIFIED STONE.

ALL INLETS SHALL BE CONSTRUCTED ON A BASE OF A MINIMUM OF 12" 7.

COMPLETE DRAINAGE OF THE INLET.

SHALL HAVE WEEP HOLES COVERED WITH GEOTEXTILE FABRIC TO PROVIDE

ALL INLETS TO BE FABRICATED TO HAVE A SUMP OF MINIMUM OF 1 FOOT AND 6.

PROVIDE MANHOLE STEPS IN ALL INLET BOXES OVER 5 FEET IN DEPTH.5.

SEE PLAN FOR INLET AND BOX TYPE.4.

PLACE CONTINUOUS GROUT AROUND PIPE PRIOR TO BACKFILLING. (TYP.)3.

NO PIPES SHALL ENTER INLET BOX AT CORNER.2.

AND ALIGNMENT PRIOR TO ORDERING PRECAST STRUCTURES.

& 46M. CONTRACTOR SHALL VERIFY INLET BOX SIZING BASED ON PIPE SIZES

408, SECTION 605 AND STANDARDS FOR ROADWAY CONSTRUCTION, RC-45M

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 1.

NOTES:

OR LOWERING

FACILITATE RAISING

RING REQUIRED TO

GRATE ADJUSTMENT

TOP UNIT

CONCRETE

TYPE M INLET

STEEL GRATE

STRUCTURAL

BICYCLE SAFE

(SIZE VARIES)

INLET BOX

NOT TO SCALE

(UNIMPROVED SURFACES)

TRENCH - OFF ROAD

1'-0"OD1'-0"

V A

R

IE

S N

O M

D

IA

AND NPDES BOUNDARY

10' MAX LIMIT OF DISTURBANCE

M A

X

L

A Y

E R

S

T A

M P

M A

X

L

A Y

E R

S

H A

N D

T A

M P

M E

C H

A N

IC

A

L

LINE MARKING TAPE

DETECTABLE UTILITY

FOR SETTLEMENT

MOUNDED TO PROVIDE

EARTH TO BE SLIGHTLY

GRAVEL ROAD

USE 2A MODIFIED UNDER PORTIONS OF

SUITABLE BACKFILL MATERIAL

PROJECT SPECIFICATIONS

ACCORDANCE WITH THE

TOPSOIL AND SEED IN

W/SAND OR PEA GRAVEL

EXCAVATE 6" AND BACKFILL

ON THE TRENCH BOTTOM,

WHERE ROCK IS ENCOUNTERED

AGGREGATE

SHALL BE BACKFILLED W/ 1B

FOR SEWER LINES THIS AREA

30" MIN

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:37 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\Civil\Detail Sheet2.dgn (SITE DETAILS)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

C-010

EROSION AND SEDIMENT CONTROL NOTES

MAINTENANCE PROGRAMEROSION CONTROL & MAINTENANCE POLICIES EROSION CONTROL & MAINTENANCE POLICIES

ENSURE SEDIMENTATION CONTROL DURING REMOVAL.

TEMPORARY DEVICES SHALL BE REMOVED STARTING UPSTREAM OR UPSLOPE TO 5.

BE SPREAD TO A UNIFORM DEPTH AND STABILIZED.

UPON PLACING THE SEDIMENT AT AN APPROVED LOCATION, THE MATERIALS SHALL 4.

APPROVED SITE ONLY.

ALL SEDIMENT REMOVED FROM A TEMPORARY DEVICE SHALL BE DISPOSED OF AT AN 3.

DEVICE.

ALL SEDIMENT SHALL BE REMOVED FROM A DEVICE PRIOR TO REMOVAL OF THE 2.

AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS 1.

DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V 34.

DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER

CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE

BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL

UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL 33.

SURFACE WATERS OR GROUNDWATER SYSTEMS.

THE PLAN DRAWINGS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY

CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON 32.

PENALTIES FOR EACH VIOLATION.

CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL

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

PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES

INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE

MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING

TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS

LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-31.

INSPECTION.

OPERATOR SHALL CONTACT THE PLAN PREPARER TO SCHEDULE A FINAL

STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY AND/OR

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 30.

GERMINATING SEASON.

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

IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED

DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED

POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED

AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION 29.

INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN

STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY AND/OR

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 28.

ANOTHER BMP APPROVED BY PLAN PREPARER.

TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY

E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY 27.

SLIDING, OR OTHER MOVEMENTS.

FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING,

WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND

70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 26.

STABILIZATION SPECIFICATIONS.

YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1

STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION

FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE

BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT

AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE

SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR 25.

BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL

ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A

REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON 24.

SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE 23.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 22.

SHALL NOT BE INCORPORATED INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 21.

WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, 20.

9 INCHES IN THICKNESS.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 19.

BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL

SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, 18.

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4

DEPTH OF 3 TO 5 INCHES 6 TO 12 INCHES ON COMPACTED SOILS PRIOR TO

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM 17.

SOIL LIMITATIONS AND RESOLUTIONS

SOIL TYPES

APPROPRIATE E&S BMPS AS REQUIRED AT THE DISPOSAL SITE.

STABILIZED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE

ALL EXCESS EXCAVATION WILL BE HAULED OFFSITE AND PROPERLY 4.

IMPORTED FROM OFFSITE SOURCES AS NEEDED.

TOPSOIL OR ROADFILL MATERIAL OR GRAVEL, SUITABLE MATERIAL WILL BE

IF THE ONSITE MATERIAL IS DEEMED UNACCEPTABLE FOR THE USE OF 3.

BENCHING AS REQUIRED.

WILL BE REQUIRED TO IMPLEMENT SHORING, SHIELDING, SLOPING AND

IF UNSTABLE TRENCH EXCAVATIONS ARE ENCOUNTERED, THE CONTRACTOR 2.

COMPLETED WITH PUMPS AND PUMPED WATER FILTER BAGS.

SURFACE RUNOFF REACHES THE WORK AREAS, DEWATERING WILL BE

IN THE EVENT A SEASONABLY HIGH WATER TABLE IS ENCOUNTERED OR 1.

DESCRIBED ON THE PLAN DRAWINGS.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER 16.

DITCH, STORM SEWER, OR SURFACE WATER.

THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL

RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE 15.

OFFICIALS AT THE TIME OF INSPECTION.

MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY 14.

MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE

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

WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A

MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE 13.

VEGETATED AREAS.

TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED

ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING 12.

TO ANALYTICAL TESTING.

RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE

PROPERTY USING AGENCY FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR

BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL 11.

FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN 10.

AT THE SITE.

BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED

271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ.,

AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT�S

ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE 9.

OF THE DEPARTMENT.

NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE

TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND

OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE 8.

FLATTER.

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

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

AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL

AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED

STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE 7.

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

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN

COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS

GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT

AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

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

OBJECTIONABLE MATERIAL.

TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

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

SEQUENCE MUST BE APPROVED IN WRITING FROM THE PLAN PREPARER.

THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH 4.

LOCATION OF EXISTING UNDERGROUND UTILITIES.

ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE

OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA

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

IMPLEMENTATION OF THE PLAN, TO AN ON-SITE PRECONSTRUCTION MEETING.

PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF

MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED

OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE

INCLUDING CLEARING AND GRUBBING, THE USING AGENCY AND/OR

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

CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE

TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES.

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

DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE

E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND

AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED

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

8 TO 25 PERCENT SLOPESLaidig extremely stony loam, 8 to 25 percent slopesLdC

8 TO 25 PERCENT SLOPESDumps, coal wasteDs

35 TO 70 PERCENT SLOPESDekalb and Lehew extremely stony soils, steepDMF

SLOPESMAP UNIT NAME

NAME

UNIT

MAP

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:39 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\ES\ES_001_Notes.dgn (EROSION AND SEDIMENT CONTROL NOTES)

P E

N N

S Y L V A

N I

A

C O

M

M

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

- - - - - 570-622-4055

C-011

EROSION AND SEDIMENT CONTROL NOTES

SOIL SUPPLEMENTS

SCHEDULE OF SEEDING AND

PERMANENT SEEDING APPLICATION RATE

AGRICULTURAL LIME 6 TONS 240 LB 2,480 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

10-10-20 FERTILIZER 1,000 LB 25 LB 210 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

TEMPORARY SEEDING APPLICATION RATE

AGRICULTURAL LIME

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

SOIL AMENDMENT APPLICATION RATES EQUIVALENTS

BE SUBSTITUTED FOR THE SOIL AMENDMENTS SHOWN IN THE ABOVE TABLE.

A COMPOST BLANKET WHICH MEETS THE STANDARDS OF THE MANUAL MAY 1.

SOIL AMENDMENT PER ACRE PER 1000 SF PER 1000 SY NOTES

10-10-10 FERTILIZER

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

1 TON 40 LB 410 LB

500 LB 12.5 LB 100 LB

(LB/ACRE)

LB/1000 SQ YD

SEEDING RATE

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

FORMULA AND SPECIES

TABLE A

WEIGHT

% BY

FORMULA B RESIDENTIAL MIX:

VARIETY EXCEEDING 50% OF THE TOTAL BLUEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A

OR SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA

VARIETY EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A

0.15

0.10

0.10

21.0 (105)

12.5 (62.5)

8.5 (42.5)

42.0 (210) TOTAL

2.5

2.5

0.75

0.25

2.5

1.25

0.625

0.625

1.25

6.25

2.5

SHOWY TICK-TREFOIL (DESMODIUM CANADENSE)

PARTRIDGE PEA (CHAMAECRISTA FASCICULATA)

COMMON MILKWEED (ASCLEPIAS SYRIACA)

WHITE AVENS (GEUM CANADENSE)

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

BLACK-EYED SUSAN (RUDBECKIA HIRTA)

ROUNDSEED PANICGRASS (PANICUM SPHAEROCARPUM)

INDIANGRASS

SWITCHGRASS (PANICUM VIRGATUM)

CANADA WILDRYE (ELYMUS CANADENSIS)

LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)

PURPLE TOP (TRIDENS FLAVUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.20

0.20

0.20

0.20

0.20

0.20

0.10

0.10

0.2 (1.0)

0.2 (1.0)

0.06 (0.3)

0.02 (0.1)

0.2 (1.0)

0.32 (1.6)

0.1 (0.5)

0.05 (0.25)

0.05 (0.25)

0.1 (0.5)

0.5 (2.5)

0.2 (1.0)

6 (30)

6 (30)

8 (40.0) TOTALFORMULA N CONSERVATION MIX: *

8.33

3.33

6.11

3.33

3.33

2.22

2.22

1.11

3.33

66.67

66.67

REDTOP PANICGRASS (PANICUM RIGIDULUM)

SOFT RUSH (JUNCUS EFFUSUS)

DEERTONGUE (PANICUM CLANDESTINUM)

SOFTSTEM BULRUSH (SCHOENOPLECTUS TABERNAEMONTANI)

WOOLGRASS (SCIRPUS CYPERINUS)

LURID SEDGE (CAREX LURIDA)

PRAIRIE CORDGRASS (SPARTINA PETINATA)

RICE CUTGRASS (LEERSIA ORYZOIDES)

VIRGINIA WILDRYE (ELYMUS VIRGINICUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.2

0.1

0.1

0.75 (3.75)

0.3 (1.5)

0.55 (2.75)

0.3 (1.5)

0.3 (1.5)

0.2 (1.0)

0.2 (1.0)

0.1 (0.5)

0.3 (1.50)

6 (30)

6 (30)

9 (45) TOTAL*FORMULA R SEASONALLY FLOODED CONSERVATION MIX:

FORMULA T TEMPORARY GRASS MIX:

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

0.1

0.1

6 (30)

6 (30)

6 (30) TOTAL

TABLE B

T

R

N

B

FORMULA

TEMPORARY SEEDING

DRAINAGE CHANNELS, NON-STEEP WET AREAS

SLOPES STEEPER THAN 3:1

NON-STEEP, HIGHLY MAINTAINED SURFACES, LAWN

APPLICATION

IF A SPECIES IS UNAVAILABLE IN THIS MIX, SUBSTITUTE BY INCREASING THE PERCENTAGE OF OTHER ITEMS IN THE MIX.*

SEED FORMULA SPECIFICATIONS

SEEDING SEASON DATES:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, WETLANDS)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

NURSERY CROPS: ANYTIME ~ NATIVE: 10/15 TO 5/15

PER MANUFACTURERS' INSTRUCTIONS

STRAW

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

9.0

SEE TABLE A

FORMULA W

RECYCLED CELLULOSE FIBER

AND

WOOD FIBER

OR

PER MANUFACTURERS' INSTRUCTIONS

NONASPHALTIC EMULSION

OR

PER MANUFACTURERS' INSTRUCTIONS

POLYVINYL ACETATE

OR

RECYCLED CELLULOSE FIBER/WOOD FIBER MIXTURE

SEEDING SEASON DATES:

RATE OF ANCHOR MATERIAL APPL:

ANCHORING METHOD:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, SLOPES/SWALES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

NURSERY CROPS: ANYTIME ~ NATIVE: 10/15 TO 5/15

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

ROLLED EROSION CONTROL PRODUCT

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

C: 12.0 ~ N: 8.0 ~ P: 8.0

SEE TABLE A

FORMULA N

SEEDING SEASON DATES:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, <3:1 SLOPES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

/15 TO 6/1 & 8/1 TO 10/153

PER MANUFACTURERS' INSTRUCTIONS

STRAW

B: 42.0 ~ L: 48.0

SEE TABLE A

FORMULA B

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

32-0-0 TO 38-0-0 SULFER COATED UREA

OR

31-0-0

RECYCLED CELLULOSE FIBER

AND

WOOD FIBER

OR

PER MANUFACTURERS' INSTRUCTIONS

NONASPHALTIC EMULSION

OR

PER MANUFACTURERS' INSTRUCTIONS

POLYVINYL ACETATE

OR

RECYCLED CELLULOSE FIBER/WOOD FIBER MIXTURE

SEEDING SEASON DATES:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:

/15 TO 6/1 & 8/1 TO 10/153

HAY

6.0

SEE TABLE A

FORMULA T(TEMPORARY)

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

32-0-0 TO 38-0-0 SULFER COATED UREA

OR

31-0-0

APPLICATION RATE FOR SLOPES LESS THAN 3:1

STRAW 3 TONS 140 LB 1240 LB

WEEDS, NOT CHOPPED OR FINELY BROKEN

EITHER WHEAT OR OAT STRAW, FREE OF

HAY 3 TONS 140 LB 1240 LB

OTHER NATIVE FORAGE GRASSES

TIMOTHY, MIXED CLOVER AND TIMOTHY OR

WOOD CHIPS 4-6 TONS 185-275 LB 1650-2500 LB

GRASSES AND LEGUMES

MAY PREVENT GERMINATION OF

HYDROMULCH 1 TON 47 LB 415 LB SEE NOTES

SLOPES 3:1 AND GREATER

MULCH BLANKET

EROSION CONTROL

MANUFACTURERS' INSTRUCTIONS

APPLY BLANKET AND ANCHOR PER

SC150 (2:1) OR APPROVED EQUALS

NORTH AMERICAN GREEN S150 (3:1) AND

MULCH APPLICATION RATES

3. THE APPLICATION RATE FOR ANY HYDROMULCH SHOULD BE 2,000 LB/ACRE AT A MINIMUM.

2. WOOD FIBER HYDROMULCH MAY BE APPLIED ON STEEPER SLOPES PROVIDED A TACKIFIER IS USED.

1. SHREDDED PAPER HYDROMULCH SHOULD NOT BE USED ON SLOPES STEEPER THAN 5%.

NOTES:

MULCH TYPE PER ACRE PER 1000 SF PER 1000 SY NOTES

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:41 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\ES\ES_002_Seeding.dgn (EROSION AND SEDIMENT CONTROL NOTES)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

C-012

EROSION AND SEDIMENT CONTROL DETAILS

NOT TO SCALE

COMPOST FILTER SOCK

SPREAD AS A SOIL SUPPLEMENT.

IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT 7.

POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. 6.

ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED 5.

AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK 4.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.3.

DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER.

AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL (363-2134-008). STAKES MAY BE INSTALLED IMMEDIATELY

SOCK SHALL NOT EXCEED THAT IN THE EROSION AND SEDIMENT CONTROL REPORT AND/OR THE PADEP EROSION

AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED 2.

SHOWN IN TABLE BELOW.

SOCK FABRIC SHALL MEET STANDARDS AS SHOWN IN TABLE BELOW. COMPOST SHALL MEET THE STANDARDS AS 1.

NOTES:

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TWO-PLY SYSTEMS

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS

MATERIAL TYPE

CHARACTERISTICS

MATERIAL

DIAMETERS

SOCK

MESH OPENING

STRENGTH

TENSILE

(ASTM-G-155)

STRENGTH

ORIGINAL

STABILITY %

ULTRAVIOLET

LONGEVITY

FUNCTIONAL

MINIMUM

3 MIL HDPE

DEGRADABLE

PHOTO-

18"

12"

3/8"

1000 HR

23% AT

6 MONTHS

5 MIL HDPE

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

26 PSI

1000 HR

23% AT

9 MONTHS

5 MIL HDPE

DEGRADABLE

BIO-

32"

24"

18"

12"

3/8"

26 PSI

6 MONTHS

(MFPP)

POLYPROPYLENE

MULTI-FILAMENT

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

44 PSI

1000 HR

100% AT

1 YEAR

(HDMFPP)

POLYPROPYLENE

MULTI-FILAMENT

HEAVY DUTY

DEGRADABLE

PHOTO-

32"

24"

18"

12"

1/8"

202 PSI

1000 HR

100% AT

2 YEARS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

3/4" X 3/4" MAX APERTURE SIZE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

(WOVEN LAYER AND NON-WOVEN FLEECE

COMPOSITE POLYPROPYLENE FABRIC

3 /16" MAX APERTURE SIZE

ALTERNATIVE.

TABLE BELOW. THE STANDARDS CONTAINED IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE

THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS AS SHOWN IN THE

ACCEPTABLE AS THE ORGANIC COMPONENT OF THE MIX.

AND BARK CHIPS, GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT

COMPOST PRODUCT SHOULD NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD

ODORS AND SHOULD BE SEASONABLY FREE (<1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE

COMPOST SHOULD BE AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE

AGRICULTURE, FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE

COMPOST SHOULD BE A WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM

COMPOST STANDARDS

SOLUBLE SALT CONCENTRATION

PARTICLE SIZE

MOISTURE CONTENT

pH

ORGANIC PORTION

ORGANIC MATTER CONTENT

5.0 DS/M (MMHOS/CM) MAXIMUM

30% - 50% PASS THROUGH 3/8" SCREEN

30% - 60%

5.5 - 8.5

FIBROUS AND ELONGATED

25% - 100% (DRY WEIGHT BASIS)

SECTION VIEW

PLAN VIEW

AREA

UNDISTURBED

UNDISTURBED AREADISTURBED AREA

AREA

DISTURBED

M

IN

BLOWN / PLACED FILTER MEDIA COMPOST FILTER SOCK

2" x 2" WOODEN STAKES PLACED 10' OC

PLACED 10' OC (TYP)

2" x 2" WOODEN STAKES COMPOST FILTER SOCK

F L O

W F L O

W

CONTOURS

EXISTING

JOINING DETAIL

MIN

12"

STAKE

NOT TO SCALE

COMPOST SOCK WASHOUT

HEIGHT.

FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED

COMPOST SOCKS MAY BE STACKED AND STAKED SO AS TO FORM A TRIANGULAR CROSS SECTION. 18-INCH DIAMETER

PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.

ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY.

IMMEDIATELY.

INSPECT WASHOUT FACILITIES DAILY. DEACTIVATE AND REPAIR OR REPLACE DAMAGE OR LEAKING WASHOUTS

OF WHEN THEY REACH THE CLEANOUT LEVEL.

THAT THEY ARE WATERTIGHT, AND APPROPRIATELY SIZED. ACCUMULATED MATERIALS MUST BE PROPERLY DISPOSED

ENSURE THAT THE CONTAINERS ARE INTENDED BY THE MANUFACTURER FOR USE AS CONCRETE WASHOUT BMPS, PREFABRICATED WASHOUT CONTAINERS MAY BE USED AS A SUITABLE ALTERNATIVE. CARE SHOULD BE TAKEN TO

NOTES:

SECTION VIEW

PLAN VIEW

SPACED 5' OC (TYP)

2" x 2" x 36" WOOD STAKES

FILTER RING

ON UPSLOPE SIDE OF

SOCK 4' MIN OVERLAP

24" COMPOST FILTER

INTO FILTER RING

WASHOUT WATER

DIRECT CONCRETE

M

IN

SPACED 5' OC (TYP)

2" x 2" x 36" WOOD STAKES

FILTER RING HEIGHT

WASHOUT WATER IS 50% OF

MAXIMUM DEPTH OF CONCRETE

MIN 10 MIL THICKNESS

PLASTIC SHEETING,

FILTER SOCK

24" COMPOST

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

dcook 5/18/2026 4:31:42 PM Y:\Pennsylvania\03XX-60S\0325-609023.20_Frailey_GoodSpring_3\Eng_Docs\Plans\ES\ES_003_Details.dgn (EROSION AND SEDIMENT CONTROL DETAILS)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE078130

DANIEL PATRICK COOK

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING PARK AND TRAIL PHASE III

0325-609023.2005/17/2026HTR HTR DPC

570-622-4055

C-013

NOT TO SCALE

FILTER BAG INLET PROTECTION - TYPE M INLET

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

NOTES.

AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN

BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY

CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL

EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO

INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE 5.

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

STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE

AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST 4.

UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY.

ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED

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

REQUIRED FOR ALL INSTALLATIONS.

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

MAXIMUM DRAINAGE AREA = 1/2 ACRE. 1.

NOTES:

PLAN VIEWSECTION VIEW

(TYP)

2:1 MAX

TEMPORARY OR PERMANENT VEGETATION

EARTHEN BERM TO BE STABILIZED WITH

FLOW

INLET

STORM

FLOW

2:1 MAX

MIN HEIGHT

2:1 MAX

BERM

3:1

PLAN VIEW

RUBBER BLOCK

IN 4

2 IN x 2 IN x

(1/4 IN NYLON ROPE)

EXPANSION RESTRAINT

ISOMETRIC VIEW

W

ID

TH LENGTH

FT

FROM INLET

BAG REMOVAL

1 IN REBAR FOR

INLET GRATE

NOT TO SCALE

EROSION CONTROL BLANKET INSTALLATION

SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS

UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70%

BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT 6.

RECOMMENDATIONS.

THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER’S 5.

MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO

BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL 4.

SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.3.

PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.2.

PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET.

SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE 1.

NOTE:

GOOD SOIL CONTACT.

STRETCHED; IT MUST MAINTAIN

THE BLANKET SHOULD NOT BE

STYLE). STAPLE SECURELY.

DOWNSLOPE BLANKET (SHINGLE

THE UPSLOPE BLANKET OVERLYING THE

OVERLAP BLANKET ENDS…