2-TBTWP25001-ESPC Plan 04-14-26.pdf

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PENNSYLVANIA ONE CALL SYSTEM, INC.

15122-1078

MIFFLIN, PENNSYLVANIA

925 IRWIN RUN ROAD WEST

BLAST OR DEMOLISH

NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL,

DIRECTLY PA LAW REQUIRES THREE WORKING DAYS

800-242-1776 NON-MEMBERS MUST BE CONTACTED

BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA! CALL 1-

STANDARD E&S PLAN NOTES (CONTINUED)

ONSITE CONSTRUCTION INSPECTOR TO DETERMINE MEANS TO MINIMIZE IMPACTS.

13. PRIOR TO DISTURBING ANY TREE ROOTS, THE CONTRACTOR SHALL MEET WITH THE

ENTRANCE.

FROM THE PROJECT AREA EXCEPT THROUGH ESTABLISHED CONSTRUCTION

12. VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY

SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED

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

11. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT

PRIOR TO BEING ACTIVATED.

THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED

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

MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING

WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND

RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID

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

DEPARTMENT.

LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE

MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE

OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

8. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE

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

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

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

AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS

STOCKPILED AT THE LOCATION(S) ESTABLISHED BY THE CONTRACTOR IN THE

7. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE

STANDARD E&S PLAN NOTES (CONTINUED)

SCALE IN MILES

0.5 100.5

PROJECT LOCATION MAP

DEPARTMENT.

ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE

TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY

E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY 28.

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 27.

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 26.

BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

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

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

REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON 25.

SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE 24.

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

SHALL NOT BE INCORPORATED INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 22.

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, 21.

EXCEED 9 INCHES IN THICKNESS.

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

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, 19.

SPECIFICATIONS SHOWN ON THESE PLANS.

PUBLICATION 408, SECTIONS 802 AND 803. ALSO REFER TO THE

TOPSOIL SHALL BE FURNISHED AND PLACED AS SPECIFIED IN PENNDOT'S 18.

MANNER DESCRIBED ON THE PLAN DRAWINGS.

ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE 17.

WATER.

WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH OR SURFACE

THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE

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

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

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 BMP'S WERE INSPECTED AS WELL AS ANY 15.

MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, 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 BMP'S AFTER EACH RUNOFF EVENT AND ON A

MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE

STANDARD E&S PLAN NOTES (CONTINUED)

2-3

SHEET INDEX

DESCRIPTION

SHEET

LOCATION MAP AND GENERAL NOTES

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

EROSION AND SEDIMENT POLLUTION CONTROL DETAILS

AND GRUBBING OPERATIONS BEGIN.

THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING

OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS.

6. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS

DESCRIBED IN THIS E&S PLAN.

FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS

PHASE OF THE PROJECT UNTIL THE E&S BMP'S SPECIFIED BY THE BMP SEQUENCE

GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR

AREAS DESCRIBED IN THE CONSTRUCTION PLANS. GENERAL SITE CLEARING,

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

TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

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

EXISTING UNDERGROUND UTILITIES.

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

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE

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

SITE PRECONSTRUCTION MEETING.

RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF THE PROJECT TO AN ON-

OFFICIALS, THE E&S PLAN PREPARER, AND THE LICENSED PROFESSIONAL

INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL

INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL

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

FOR REVIEW AND APPROVAL AT ITS DISCRETION.

REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES

APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE

TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE

THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL

PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY

CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S

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

STANDARD E&S PLAN NOTES

BE STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS.

ARE EITHER AT FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST

ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTRUBED AREAS WHICH

GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN

SEEDING AND SOIL SUPPLEMENTS. DISTURBED AREAS WHICH ARE NOT FINISHED

FOR MORE THAN 20 DAYS MUST BE STABILIZED IMMEDIATELY WITH FORMULA E

37. ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND WHICH WILL REMAIN IDLE

CONTROLS.

FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE

36. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND

IMMEDIATELY UPON RECEIPT OF NOTICE TO PROCEED.

1704 PINE ROAD, NEWVILLE, PENNSYLVANIA 17241, TELEPHONE (717) 486-7087,

(WCO) OF THE PENNSYLVANIA FISH AND BOAT COMMISSION, SOUTH-CENTRAL REGION,

35. THE CONTRACTOR SHALL CONTACT THE LOCAL WATERWAYS CONSERVATION OFFICER

WEEKS BEFORE CONSTRUCTION ACTIVITIES BEGIN.

BOX 36, NEW BLOOMFIELD, PENNSYLVANIA 17068. TELEPHONE (717) 921-8100, TWO

34. CONTACT THE PERRY COUNTY CONSERVATION DISTRICT, 31 WEST MAIN STRET, P.O.

OF 2 INCHES OF TOPSOIL.

PLACE PRIOR TO SEEDING AND 1MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM

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

TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF

33. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3

MATERIALS.

VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE

32. FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY

VEGETATION, AND CONSTRUCTION MATERIAL/WASTES.

TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS

31. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED

WATERS OR GROUNDWATER SYSTEMS.

PADEP STANDARDS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE

30. CONCRETE WASH WATER SHALL BE HANDLED IN ACCORDANCE WITH PENNDOT AND

MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN

LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL

DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS

ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE

CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMP'S MAY RESULT IN

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

29. FAILURE TO CORRECTLY INSTALL E&S BMP'S, FAILURE TO PREVENT SEDIMENT-LADEN

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APPROVED

SHEET

DRAWING NO.

CONSULTING ENGINEERS

PENNONI ASSOCIATES INC.

TOBOYNE TOWNSHIP

BLAIN, PENNSYLVANIA 17006

AS NOTED

DATE

DRAWN BY

APPR.BYREVISIONSNO.

SCALE

DATE

PROCEEDING WITH THE WORK

NOTIFIED OF ANY DISCREPANCIES BEFORE

CONTRACTOR AND OWNER MUST BE

ALL DIMENSIONS MUST BE VERIFIED BY

OF

5072 RITTER ROAD, SUITE 102

MECHANICSBURG, PENNSYLVANIA 17055

PREPARED BY

PENNONI ASSOCIATES INC.

MECHANICSBURG, PA 17055

SUITE 102

5072 RITTER ROAD

DATE:

CONTROL

EROSION AND SEDIMENT POLLUTION

T-301 (UPPER BUCK RIDGE ROAD)

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DRAWINGS:

DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD

INDICATES LIMIT OF SLOPE

THE COMBINED SCALE FACTOR = 0.999975716

THE VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN DATUM OF 1988 (NAVD 88) (GEOID 12A)

THE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE), NORTH AMERICAN DATUM (NAD) 1983 (2011).

THE SAFETY OF THE TRAVELING PUBLIC.

MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO THE NECESSARY SUPPORT AND PROTECTION OF THE HIGHWAY RIGHT-OF-WAY AND

RECONSTRUCT AND ALTER DRAINAGE FACILITIES AND THE CONTOUR OF THE LAND. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER FROM

SLOPE EASEMENT. AN EASEMENT FOR THE SUPPORT AND PROTECTION OF THE HIGHWAY, INCLUDING THE RIGHT TO CONSTRUCT, INSPECT, MAINTAIN, REPAIR, TO THE DEPARTMENTS PIPE OR DITCH WITHOUT ADVANCED WRITTEN APPROVAL BY THE DEPARTMENT OF TRANSPORTATION.

TO THE NECESSARY FLOW OF WATER. HOWEVER, NO STRUCTURE OF ANY KIND MAY BE ERECTED IN THE AREA, NOR, MAY ANY PIPE OR DITCH BE CONNECTED

DRAINAGE FACILITIES. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL

DRAINAGE EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF HIGHWAY

DEPARTMENT.

REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY THE

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS

DISCOVERED AS REQUIRED BY PENNSYLVANIA'S UNDERGROUND UTILITY LINE PROTECTION LAW ACT 50 (P.L.852, NO 287 AMENDED OCT. 30, 2017).

THROUGH THE PA ONE CALL SYSTEM, PA1CALL.ORG, WITHIN TEN (10) BUSINESS DAYS AFTER A UTILITY LINE IS STRUCK, DAMAGED, OR PREVIOUS DAMAGE IS

THE CONTRACTOR IS REQUIRED TO NOTIFY THE DEPARTMENT AND SUBMIT AN ALLEGED VIOLATION REPORT (AVR) TO THE PA PUBLIC UTILITY COMMISSION

AT HTTPS://WWW.PA1CALL.ORG/PA811/PUBLIC.

___________________ FOR HAMILTON TOWNSHIP, AND SERIAL NO. ___________________ FOR CHAMBERSBURG BOROUGH. ADDITIONAL INFORMATION IS AVAILABLE

THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NO.

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.

THIS IS A FEDERAL-AID PROJECT AND AS SUCH IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE FEDERAL HIGHWAY ADMINISTRATION AND THE

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE CALL BOX.

THE PAYMENT OF PROPERTY DAMAGES AND SUCH WORK IS NOT PART OF THE CONTRACT.

BUILDINGS AND STRUCTURES MARKED HAVE BEEN OR ARE TO BE REMOVED OR ALTERED BY THE DEPARTMENT OR OTHER AUTHORITY RESPONSIBLE FOR

SECTION 052 R/W SIGNED BY THE GOVERNOR ON JANUARY 10, 2007.

THE LEGAL RIGHT-OF-WAY ON SR 4013, FORMERLY 28071, FROM STATION 100+00.00 TO STATION 100+81.00) VARIES BASED ON THE PLAN OF SR 0030, 9, 1814 RECORDED IN STATE LAW LIBRARY P.L. PAGE 85. AS PER PLAN OF LR 37-1A, JULY 27, 1937

THE LEGAL RIGHT-OF-WAY ON SR 0030, FORMERLY LR 37, IS FIFTY (50) FEET IN WIDTH FROM STATION 903+17.99 TO STATION 904+65.69 BY ACT OF MARCH

DATED JUNE 1, 1916 AND RECORDED IN THE COUNTY COURT HOUSE.

THE LEGAL RIGHT-OF-WAY ON SR 0030 FROM STATION 3+31.00 TO STATION 4+00.00 IS FIFTY (50) FEET BASED ON CHAMBERSBURG BOROUGH ORDINANCE

OR MORE BY HAMILTON TOWNSHIP, A SECOND CLASS TOWNSHIP. THERE IS NO PUBLIC RECORD OF ANY OTHER WIDTH.

103, SECTION 1105, AS AMENDED PRIOR TO THE ADOPTION OF SR 0030 AS A STATE HIGHWAY IN 1942, IT HAS BEEN OPENED AND MAINTAINED FOR 21 YEARS

THE LEGAL RIGHT-OF-WAY ON SR 0030 FROM STATION 0+00.00 TO STATION 3+31.00 IS THIRTY-THREE (33) FEET BASED ON THE ACT OF MAY 1, 1935, P.L.

GOVERNOR JULY 27, 1937.

THE LEGAL RIGHT-OF-WAY ON SR 0030 FROM STATION 887+50.00 TO STATION 914+00.00 IS FIFTY (50) FEET BASED ON PLAN OF L.R.37 SEC I-A, SIGNED BY

PERRY COUNTY

TOBOYNE TOWNSHIP

T-301 (UPPER BUCK RIDGE ROAD)

STA 0+04.48

LIMIT OF WORK

PERRY COUNTY

TOBOYNE TOWNSHIP

T-301 (UPPER BUCK RIDGE ROAD)

STA 2+31.47

LIMIT OF WORK

TA

MADAMS@FIRSTENERGYCORP.COM

CONTACT: MELLYSSA ADAMS

AKRON, OH 44320

341 WHITE POND DRIVE

PENNSYLVANIA ELECTRIC CO.

PROJECT.

POTENTIAL IMPACTS WERE IDENTIFIED IN ASSOCIATION WITH THE

(PNDI) RECEIPT FOR THE PROJECT, DATED JUNE 18, 2025, NO

ACCORDING TO THE PENNSYLVANIA NATURAL DIVERSITY INVENTORY

RESTRICTIONS WILL BE IN PLACE FROM OCTOBER 1 THROUGH APRIL 1.

AS AN APPROVED TROUT WATER. AS SUCH, INSTREAM WORK

NATURALLY REPRODUCING TROUT STREAM, BUT IT IS NOT DESIGNATED

DESIGNATED SHERMAN CREEK AS CLASS A TROUT WATERS AND A

(MF) WATERS. THE PENNSYLVANIA FISH AND BOAT COMMISSION

QUALITY COLD WATER FISHERY (HQ-CWF) AND MIGRATORY FISHERY

UNNAMED TRIBUTARIES HAS AN EXISTING USE DESIGNATION OF HIGH

ENVIRONMENTAL PROTECTION, CHAPTER 93, SHERMAN CREEK AND IT'S

SHERMAN CREEK. ACCORDING TO THE PENNSYLVANIA CODE, TITLE 25,

SITE DRAINS TO SHERMAN CREEK AND UNNAMED TRIBUTARY TO

OVER SHERMAN CREEK

50 LOWER BUCK RIDGE ROAD

REGISTERED

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PROFESSIONAL

WILLIAM DURYEA CAMERON

No. PE37283E

ENGINEER

April 14, 2026

DISTURBED AREA

FILTER SOCK

COMPOST UNDISTURBED AREA

CENTER

PLACED 10 FT ON

WOODEN STAKES

2 IN. x 2 IN.

CONTOURS

EXISTING

F L O

W

F L O

W

COMPOST FILTER SOCK

FILTER MEDIA

BLOWN/PLACED

DISTURBED AREA

PLACED 10 FT ON CENTER

2 IN. x 2 IN. WOODEN STAKES

UNDISTURBED AREA

M I N

I N

SECTION

PLAN VIEW

COMPOST FILTER SOCK, 12" DIAMETER

PLACED 5' O.C.

2" X 2" X 36" WOODEN STAKES

WATER INTO FILTER RING

DIRECT CONCRETE WASHOUT

SIDE OF FILTER RING

OVERLAP ON UPSLOPE

FILTER SOCK. 4' MIN

24" DIAMETER COMPOST

PLACED 5' O.C.

2" X 2" X 36" WOODEN STAKES

RING HEIGHT

WASHOUT WATER IS 50% OF FILTER

MAXIMUM DEPTH OF CONCRETE

MIN

12"

SECTION NTS

CONCRETE WASHOUT

(INCIDENTAL)

FILTER SOCK.

24" DIAMETER COMPOST

CONFIGURATION FOR ADDED HEIGHT.

DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL

18" DIAMETER FILTER SOCK MAY BE STACKED ONTO3.

INSTALLING THE SOCKS.

AT THE LOCATION OF THE WASHOUT PRIOR TO

A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED2.

INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE1.

NOTES:

NOT TO SCALE

OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT

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

RECOMMENDATIONS.

SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURERS

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

HOURS OF INSPECTION.

SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24

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

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

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

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

THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.

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

SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.

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

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

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

NOTES:

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EXPENSES ARISING OUT OF OR RESULTING THEREFROM

CIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

INDEMNIFY AND HOLD HARMLESS PENNONI ASSO-

POSURE TO PENNONI ASSOCIATES; AND OWNER SHALL

SOLE RISK AND WITHOUT LIABILITY OR LEGAL EX-

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

APPROVED

SHEET

DRAWING NO.

CONSULTING ENGINEERS

PENNONI ASSOCIATES INC.

TOBOYNE TOWNSHIP

BLAIN, PENNSYLVANIA 17006

AS NOTED

DATE

DRAWN BY

APPR.BYREVISIONSNO.

SCALE

DATE

PROCEEDING WITH THE WORK

NOTIFIED OF ANY DISCREPANCIES BEFORE

CONTRACTOR AND OWNER MUST BE

ALL DIMENSIONS MUST BE VERIFIED BY

OF

5072 RITTER ROAD, SUITE 102

MECHANICSBURG, PENNSYLVANIA 17055

CONTROL

EROSION AND SEDIMENT POLLUTION

T-301 (UPPER BUCK RIDGE ROAD)

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TABLE 4.1

TYPE

MATERIAL

HDPE

3 MIL

HDPE

5 MIL

HDPE

5 MIL

(MFPP)

POLYPROPYLENE

MULTI-FILAMENT

(HDMFPP)

POLYPROPYLENE

MULTI-FILAMENT

HEAVY DUTY

CHARACTERISTICS

MATERIAL

DIAMETERS

SOCK

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

BIO-

18"

12"

32"

24"

18"

12"

32"

24"

18"

12"

32"

24"

18"

12"

32"

24"

18"

12"

OPENING

MESH

3/8" 3/8" 3/8" 3/8" 1/8"

26 PSI 26 PSI 44 PSI 202 PSI

STRENGTH

TENSILE

(ASTM G-155)

STRENGTH

ORIGINAL

STABILITY %

ULTRAVIOLET

1000 HR

AT

23%

1000 HR

AT

23%

1000 HR

AT

100%

1000 HR

AT

100%

LONGEVITY

FUNCTIONAL

MINIMUM

6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEAR

TWO-PLY SYSTEMS

HDPE BIAXIAL NET

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

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

3/16" MAX. APERTURE SIZE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

(WOVEN LAYER AND NON-WOVEN FLEECE

COMPOSITE POLYPROPYLENE FABRIC

COMPOST STANDARDS

TABLE 4.2

ORGANIC MATTER CONTENT

ORGANIC PORTION

pH

MOISTURE CONTENT

PARTICLE SIZE

SOLUBLE SALT CONCENTRATION

80%-100% (DRY WEIGHT BASIS)

FIBROUS AND ELONGATED

5.5-8.0

35% - 55%

98% PASS THROUGH 1" SCREEN

5.0 dS/m (mmhos/cm) MAXIMUM

U

A c c o u n t s

T B

T W

P

T B

T W

P n s u l t i r v i c e s

D E

S I

G N

C T

D G

N

E

A N

T B

T W

P

E

S C d g n

FOR COMPOST FILTER SOCK

SLOPE TO SLOPE RELATIONSHIP

(FT) ABOVE SOCK

MAX SLOPE LENGTH

SLOPE

PERCENT 12" SOCK HEIGHT

2% OR LESS

50 LOWER BUCK RIDGE ROAD

OVER SHERMAN CREEK

REGISTERED

AI

N A

VYS

N

N E

P

L

C O

M

M

O NWEALT

H O

F

PROFESSIONAL

WILLIAM DURYEA CAMERON

MULCH APPLICATION RATES

MULCH TYPE

APPLICATION RATE (MIN.)

NOTES

ACRE

PER

SQUARE FEET

PER 1,000

SQUARE YARDS

PER 1,000

STRAW

HAY

WOOD CHIPS

HYDROMULCH

3 TONS

3 TONS

4-6 TONS

1 TON 47 LB.

140 LB.

140 LB.

185-275 LB.

1,240 LB.

1,240 LB.

415 LB.

2,500 LB.

1,650 -

FINELY BROKEN

NOT CHOPPED OR

STRAW, FREE OF WEEDS,

EITHER WHEAT OR OAT

NATIVE FORAGE GRASSES

AND TIMOTHY OR OTHER

TIMOTHY, MIXED CLOVER

OF GRASSES AND LEGUMES

MAY PREVENT GERMINATION

ABOVE

SEE LIMITATIONS

O P

E R

A T

O R

F I L

E N

A M

C

A D

D

R

E V

I S

E D

P L

O T

T E

D

A

P R

EXPENSES ARISING OUT OF OR RESULTING THEREFROM

CIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

INDEMNIFY AND HOLD HARMLESS PENNONI ASSO-

POSURE TO PENNONI ASSOCIATES; AND OWNER SHALL

SOLE RISK AND WITHOUT LIABILITY OR LEGAL EX-

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

APPROVED

SHEET

DRAWING NO.

CONSULTING ENGINEERS

PENNONI ASSOCIATES INC.

TOBOYNE TOWNSHIP

BLAIN, PENNSYLVANIA 17006

AS NOTED

DATE

DRAWN BY

APPR.BYREVISIONSNO.

SCALE

DATE

PROCEEDING WITH THE WORK

NOTIFIED OF ANY DISCREPANCIES BEFORE

CONTRACTOR AND OWNER MUST BE

ALL DIMENSIONS MUST BE VERIFIED BY

OF

5072 RITTER ROAD, SUITE 102

MECHANICSBURG, PENNSYLVANIA 17055

CONTROL

EROSION AND SEDIMENT POLLUTION

T-301 (UPPER BUCK RIDGE ROAD)

REQUIREMENTS

E&S FACILITIES MAINTENANCE

IMMEDIATELY WITH REPLACEMENT OR MODIFICATION OF BMPS.

IF BMPS FAIL TO PERFORM AS EXPECTED, THE SITUATION MUST BE ADDRESSED

REPAIR AND REPLACEMENT IMMEDIATELY FOLLOWING INSPECTION.

PERFORM ALL REMEDIAL AND PREVENTATIVE MAINTENANCE INCLUDING CLEAN-OUT,

INSPECT BMPS EACH WEEK AND AFTER EACH RUNOFF EVENT.

PERMANENTLY STABLIZED.

MAINTENANCE AND INSPECTION OF BMPS MUST BE CONTINUED UNTIL THE SITE IS

REACHING FINISHED GRADE.

UPON ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY 9.

SE FORMULA C CONSERVATION MIX ALONG STEEP SIDE SLOPES.U8.

CHANNELS AND BASIN FOOTPRINTS

IN FLOODPLAIN AREAS, SE FORMULA R SEASONALLY FLOODED CONSERVATION MIXU7.

BROKEN.

FINELY STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR 6.

HAY OR STRAW MULCH MUST BE APPLIED AT 1240 LBS./1000 SY.5.

FINISHED GRADE WHEN SEEDING OPERATIONS ARE UNFAVORABLE.

USED TO PROTECT CONSTRUCTED SLOPES AND OTHER BARE AREAS BROUGHT TO

MATERIAL) MAY BE MULCH ALONE (SUCH AS WOOD CHIPS, STRAW, HAY OR APPROVED 4.

AND OTHER MOVEMENTS.

SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING

NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED

HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT

STABILIZATION WHEN IT AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL 3.

ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.

OR WHICH WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN

STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINISHED GRADE

MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE

WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR

PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS

STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING

OPERATOR SHALL IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE 2.

PADOT PUBLICATION 408, SECTIONS 804 AND 805.

ACCORDANCE WITH ALL SEEDING, MULCHING, AND SOIL SUPPLEMENTS SHALL BE IN 1.

TEMPORARY STABILIZATION AND PERMANENT STABILIZATION:

U

A c c o u n t s

T B

T W

P

T B

T W

P n s u l t i r v i c e s

D E

S I

G N

C T

D G

N

E

A N

T B

T W

P

E

S C d g n

NOTESSPECIES

OATS

CEREAL RYE

LITTLE BLUESTEM

SHOWY TICK-TREFOIL

PARTRIDGE PEA

SMOOTH BLUE ASTER

BLACK-EYE SUSAN

PURPLE TOP

BIG BLUESTEM

CANADA WILDRYE

VIRGINIA WILDRYE

RICE CUTGRASS

PRAIRIE CORDGRASS

LURID SEDGE

WOOLGRASS

SOFTSTEM BULRUSH

DEERTONGUE

SOFT RUSH

REDTOP PANICGRASS

SCIENTIFIC NAME

AVENA SATIVA

SECALE CEREALE

SCHIZACHYRIUM SCOPARIUM

DESMODIUM CANADENSE

CHAMAECRISTA FASCICULATA

SYMPHYOTRICHUM LAEVA

RUDBECKIA HIRTA

TRIDENS FLAVUS

ANDROPOGON GERARDII

ELYMUS CANADENSIS

ELYMUS VIRGINICUS

LEERSIA ORYZOIDES

SPARTINA PETINATA

CAREX LURIDA

SCIRPUS CYPERINUS

SCHOENOPLECTUS TABERNAEMONTANI

PANICUM CLANDESTINUM

JUNCUS EFFUSUS

PANICUM RIGIDULUM

OVERALL SEED WEIGHT (LB/1000 SY)

SEEDING SEASON DATES

SPRING NURSERY

FALL NURSERY

MULCH TYPE (SEE PLAN SHEETS FOR ADDITIONAL INFORMATION)

S E

E D

M A

X

W E

0.1

0.19095

0.2

80 60 0.2

85 0.270

85 70 0.2

PULVERIZED AGRICULTURAL LIMESTONE

10-20-20 ANALYSIS COMMERCIAL FERTILIZER

OR 31-0-0 IBDU FERTILIZER

OR 32-0-0 TO 38-0-0 SULFUR COATED UREA FERTILIZER

38-0-0 UREAFORM FERTILIZER

TOPSOIL PLACEMENT

SEE PENNDOT PUBLICATION 408, SECTION 804 FOR SEEDING TABLES.

SEEDING RATE TABLE - FOR INFORMATION PURPOSES ONLY

80 70

95/97 90/85

P U

R

IT

Y

M

IN

G

E R

M

IN

A T

IO

N

M

IN

--- NOT SPECIFIED IN PENNDOT PUB. 408 SECTION 804

*** THE FIRST NUMBER LISTED IS FOR FORMULA C CONSERVATION MIX, THE SECOND NUMBER IS FOR ALL OTHER APPLICATIONS.

AT AN AASHTO ACCREDITED TESTING FACILITY AND REPORT RESULTS TO THE DEPARTMENT AND BSA MANUFACTURER.

** CONDUCT ONE TEST PER ACRE TO BE TREATED, OR AS DIRECTED. USE TREATMENT RECOMMENDED BY LABORATORY. OBTAIN AND TEST SAMPLES ACCORDING TO ASTM D 586. TEST SAMPLES

* AS DIRECTED

% BY WEIGHT (SEEDING RATE LB/1000 SY)

CONSERVATION MIX

SUPPLEMENTS - FORMULA C

SEEDING AND SOIL

CONSERVATION MIX

SEASONALLY FLOODED

FORMULA R

SEEDING AND SOIL SUPPLEMENTS -

SEEDING TABLE

50 (6.0)

50 (6.0)

10 (1.2)

2 (0.24)

10 (1.2)

3 (0.36)

7.5 (0.9)

13.3 (1.6)

0.5 (0.06)

3.67 (0.44)

66.67 (6.0)

66.67 (6.0)

3.33 (0.3)

1.11 (0.1)

2.22 (0.2)

2.22 (0.2)

3.33 (0.3)

3.33 (0.3)

3.33 (0.3)

6.11 (0.55)

8.33 (0.75)

9.0

RECP

AS INDICATED BY SOIL TESTING**

AS INDICATED BY SOIL TESTING**

AS INDICATED BY SOIL TESTING**

4" OR 6", SEE PENNDOT PUBLICATION 408 SECTION 802 AND 803

NATIVE PORTION: OCTOBER 15 TO MAY 15

NURSERY CROP PORTION: ANYTIME

RECP

12.0

SYMBOL

SOIL CLASSIFICATION

DESCRIPTION SLOPE SURFACE RUNOFF ERODIBILITY PERMEABILITY WATER TABLE DEPTH DEPTH TO BEDROCK

AbB

Mf

ALBRIGHTS SILT LOAM

MIDDLEBURY SOILS

3-8% MODERATELY WELL DRAINED MODERATE MODERATELY LOW 12-28" 18-32"

0-3% WELL DRAINED MODERATELY HIGHHIGH 6-24" 60-99"

50 LOWER BUCK RIDGE ROAD

OVER SHERMAN CREEK

REGISTERED

AI

N A

VYS

N

N E

P

L

C O

M

M

O NWEALT

H O

F

PROFESSIONAL

WILLIAM DURYEA CAMERON

H E R

M A N S C

R E E K

B

IT

A C

C E S S D

R

IV

E

T-301 (UPPER BUCK RIDGE ROAD)

789 7

T-30 1 (U

PPE

R BUCK RI

DGE ROAD)

ZIMMERMAN

RYAN L. AND JANITA D.

JAN C ETAL BEASTON

ZIMMERMAN

RYAN L. AND JANITA D.

ZIMMERMAN

RYAN L. AND JANITA D.

UNT T

O S

HERMANS C

REEK

UNT TO S

HERMANS C

REEK

AbB

Mf

Mf

Mf

Mf

AbB

C F S -1

CFS-12

CFS-12

CFS-2

CFS-3

CFS-

C

FS

-1

C

FS

-1

CFS-12

CFS

-4

O P

E R

A T

O R

F I L

E N

A M

C

A D

D

R

E V

I S

E D

P L

O T

T E

D

A

P R

EXPENSES ARISING OUT OF OR RESULTING THEREFROM

CIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

INDEMNIFY AND HOLD HARMLESS PENNONI ASSO-

POSURE TO PENNONI ASSOCIATES; AND OWNER SHALL

SOLE RISK AND WITHOUT LIABILITY OR LEGAL EX-

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

APPROVED

SHEET

DRAWING NO.

CONSULTING ENGINEERS

PENNONI ASSOCIATES INC.

TOBOYNE TOWNSHIP

BLAIN, PENNSYLVANIA 17006

AS NOTED

DATE

DRAWN BY

APPR.BYREVISIONSNO.

SCALE

DATE

PROCEEDING WITH THE WORK

NOTIFIED OF ANY DISCREPANCIES BEFORE

CONTRACTOR AND OWNER MUST BE

ALL DIMENSIONS MUST BE VERIFIED BY

OF

5072 RITTER ROAD, SUITE 102

MECHANICSBURG, PENNSYLVANIA 17055

CONTROL

EROSION AND SEDIMENT POLLUTION

T-301 (UPPER BUCK RIDGE ROAD)

SCALE

0 10 20 FEET

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

STAGING OF CONSTRUCTION ACTIVITIES

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

CFS-12

LIMIT OF DISTURBANCE (TOTAL DISTURBED AREA = 0.17 AC)

COMPOST FILTER SOCK - 12 INCH DIAMETER

LOD

SOIL NAMEMf

SOIL BOUNDARY

CONCRETE WASHOUT

(TOTAL AREA = 0.02 AC.)

REPAIRED

LIMITS OF ASPHALT ROADWAY TO BE

SOILS LEGEND

Mf - MIDDLEBURY SOILS

AbB - ALBRIGHTS SILT LOAM

U

A c c o u n t s

T B

T W

P

T B

T W

P n s u l t i r v i c e s

D E

S I

G N

C T

D G

N

E

A N

T B

T W

P

E

S C d g n

(TOTAL AREA = 0.03 AC.)

LIMITS OF 14' X 50' STAGING AREA

TO PLACEMENT OF RIPRAP

REMOVE/ADJUST COMPOST FILTER SOCK PRIOR

PERRY COUNTY

TOBOYNE TOWNSHIP

T-301 (UPPER BUCK RIDGE ROAD)

STA 0+04.48

LIMIT OF WORK

PERRY COUNTY

TOBOYNE TOWNSHIP

T-301 (UPPER BUCK RIDGE ROAD)

STA 2+31.47

LIMIT OF WORK

NOTE: FEMA FLOODPLAIN LIMITS OUTSIDE OF PLAN EXTENTS.

CRANE PAD

EASEMENT

CONSTRUCTION

TEMPORARY

CONSTRUCTION

ALL TIMES THOUGH THE DURATION OF

*MAINTAIN ACCESS TO DRIVEWAY AT

16.5'

+82

34'

+00

27'

+14

16.5'

+20

ASSUMED 50' FLOODWAY

DELINEATED STREAM BOUNDARY

A S S

U M

E D

' F

L O

O D

W A

Y

A S S

U M

E D

' F

L O

O D

W A

Y

A S S U

M E D

' F

L O

O D

W A

Y

A S S

U M

E D

' F

L O

O D

W A

Y

ROCK, R-7 CHOKED WITH R-4

OVER SHERMAN CREEK

50 LOWER BUCK RIDGE ROAD

APPLY SEEDING, SOIL SUPPLEMENTS AND MULCH AS NEEDED.28.

APPROACHES, AS INDICATED ON PLANS.

REMOVE THE STAGING AREA AND REMOVE AND PAVE 27.

AND COMPOST FILTER SOCK.

REMOVE AND PROPERLY DISPOSE OF THE CONCRETE WASHOUTS

AFTER COMPLETING THE ABUTMENT BACKWALLS MODIFICATIONS, 26.

RECONNECT EXISTING RAILINGS AS INDICATED ON PLANS.25.

STRUCTURE PLAN.

MODIFY EXISTING ABUTMENT BACKWALLS AS INDICATED ON THE 24.

THE PLAN.

INSTALL CONCRETE WASHOUT, AT THE LOCATION INDICATED ON 23.

DONE IN SHOP.

DIAPHRAMS AND EXISTING OPEN GRID DECK, IF NOT PREVIOUSLY

CONNECT EXISTING FASCIA BEAMS AND RAILINGS TO NEW 22.

PLAN.

ERECT SUPERSTRUCTURE AS INDICATED ON THE STRUCTURE 21.

TRANSPORT SUPERSTRUCTURE TO SITE.20.

MOBILIZE CRANE.19.

AND NEW BEAMS AS INDICATED ON THE STRUCTURE PLAN.

INSTALL NEW PLAIN NEOPRENE BEARING PADS FOR EXISTING 18.

STRUCTURE PLAN.

INSTALL NEW BEARING ANCHOR BOLTS AS INDICATED ON THE 17.

4 RIPRAP, AT THE LOCATION INDICATED ON THE PLANS.

R-INSTALL ROCK, CLASS R-7 RIPRAP CHOKED WITH ROCK, CLASS 16.

MODIFY EXISTING ABUTMENT BEAM SEATS AS NEEDED.15.

DECK IN SHOP.

CONNECT NEW BEAMS TO EXISTING FIRST INTERIOR BEAMS AND 14.

AND PAINT EXISTING DECK.

PAINT EXISTING AND NEW BEAMS, DIAPHRAMS, AND SOLE PLATES 13.

FABRICATE NEW DIAPHRAMS AND SOLE PLATES FOR NEW BEAMS.12.

AND STEEL OPEN GRID DECK.

BLAST CLEAN EXISTING BEAMS, DIAPHRAMS AND SOLE PLATES 11.

TRANSPORT SUPERSTRUCTURE TO FABRICATION SHOP.10.

STREAM IMMEDIATELY.

REMOVE ANY DEBRIS THAT FALLS FROM THE BRIDGE FROM THE 9.

REMOVE SUPERSTRUCTURE AND PLACE IT ON A TRUCK.8.

MOBILIZE CRANE.7.

REMOVE EXISTING ANCHOR BOLT NUTS FROM BEARINGS.6.

TRANSPORT WIDTH.

FROM REMAINDER OF SUPERSTRUCTURE, IF NEEDED FOR

INTERIOR BEAMS AND SEPARATE EXTERIOR BEAMS AND RAILINGS

CUT EXISTING DIAPHRAMS BETWEEN EXTERIOR BEAMS AND FIRST 5.

ON THE PLAN.

CONSTRUCT THE STAGING AREAS AND CRANE PAD, AS INDICATED 4.

AT THE LOCATIONS INDICATED ON THE PLAN.

INSTALL COMPOST FILTER SOCK ALONG THE EXISTING CONTOUR, 3.

AS WORK IS SCHEDULED FOR A PARTICULAR AREA.

TO INSTALL PERIMETER CONTROLS AND/OR UNTIL SUCH A TIME

GRUBBING SHOULD BE LIMITED TO WHAT IS INITIALLY NECESSARY

CLEAR AND GRUB TREE AND VEGETATION. CLEARING AND 2.

APPROPRIATE PLANS.

INSTALL TRAFFIC CONTROLS AND DETOUR AS SHOWN ON THE 1.

BE COMPLETED BEFORE A SUBSEQUENT STEP IS INITIATED.

WITH THE FOLLOWING CONSTRUCTION SEQUENCE. EACH STEP SHALL

ALL CONSTRUCTION ACTIVITIES SHOULD PROCEED IN ACCORDANCE

(ASSUMED 33

' WI

DTH)

RIG

HT-O

F-W

AY LI

NE

(ASSUMED 33

' WI

DTH)

RIG

HT-O

F-W

AY LI

NE

(ASSUMED 33' WIDTH)

RIGHT-OF-WAY LINE

(ASSUMED 33' WIDTH)

RIGHT-OF-WAY LINE

REGISTERED

AI

N A

VYS

N

N E

P

L

C O

M

M

O NWEALT

H O

F

PROFESSIONAL

WILLIAM DURYEA CAMERON

No. PE37283E

ENGINEER

CRANE PAD

18'

+17