3-2026-08-11 Heisley Road Culvert Replacement Plan Set.pdf

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

COVER SHEET

C-0.00

1" = 50'

HARRISBURG WEST, PA QUADRANGLE

SCALE: I" = 1000'

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

FOR

RYE TOWNSHIP

RYE TOWNSHIP,

PERRY COUNTY PA

GENERAL NOTES

1. THESE PRE-CONSTRUCTION BRIDGE DRAWINGS CONTAIN THE BEST

AVAILABLE COMPILATION OF FIELD MEASUREMENT DATA AND ALL

OTHER PROVIDED UTILITY INFORMATION OF RECORD. JHA COMPANIES,

INC. ASSUMES NO LIABILITY FOR ANY UNDERGROUND UTILITIES AND/OR

OTHER POTENTIAL FOREIGN LINE CROSSINGS DISCOVERED DURING

CONSTRUCTION THAT WERE NOT FULLY RESOLVED BY PA ONE-CALL

EFFORTS. THE CONSTRUCTION CONTRACTOR IS ULTIMATELY

RESPONSIBLE FOR LOCATING ANY AND ALL ABOVE AND BELOW

GROUND UTILITIES, AND TO PERFORM ALL PA ONE-CALL EFFORTS

INCLUDING FIELD VERIFICATION AND/OR RESOLUTIONS OF ANY

EXISTING OR POSSIBLE UNKNOWN UNDERGROUND UTILITY LINES

PRIOR TO ANY EXCAVATION.

I MARK. H. ROSS, DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18 PA

C.S.A. SEC. 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF,

THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING PLANS,

SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN ACCORDANCE WITH

ACCEPTED ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN

CONFORMANCE WITH CHAPTER 105 OF THE RULES AND REGULATIONS OF THE

DEPARTMENT OF ENVIRONMENTAL PROTECTION.

PROJECT DESCRIPTION:

THE PROPOSED PROJECT INCLUDES THE REPLACEMENT OF THE HEISLEY

ROAD DOUBLE BARREL CULVERT WITH A CONCRETE BOX CULVERT

SITE

LAT: 40.3307°

LONG: -76.9616°

LIST OF DRAWINGS

Sheet Number Sheet Title

C-0.00 COVER SHEET

C-0.01 PROJECT NOTES

C-1.01 EXISTING CONDITIONS

C-2.01 SITE PLAN

C-7.01 DETAILS

S-1.0 STRUCTURAL PLAN

S-2.0 STRUCTURAL SECTIONS

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

PROJECT NOTES

C-0.01

1" = 50'

SEQUENCE OF BMP INSTALLATION

1. 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 FROM SOUTH CANAAN TOWNSHIP TOWNSHIP, THE E&S PLAN PREPARER, AND A REPRESENTATIVE FROM THE WAYNE COUNTY CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION

MEETING.

2. 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.

3. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED BY THE WAYNE COUNTY CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION. EACH STEP OF THE SEQUENCE SHALL BE

COMPLETED BEFORE PROCEEDING TO THE NEXT STEP, EXCEPT WHERE NOTED.

GENERAL SEQUENCE OF CONSTRUCTION E.T.C.

1. INSTALL BMP’S AS EXPLAINED IN THE E & S PLAN TO PROTECT THE CONSTRUCTION AREA FROM INTRODUCING

SEDIMENT INTO THE STREAM.

2. INSTALL THE CONSTRUCTION ENTRANCE ON THE EAST AND WEST SIDE OF THE JOBSITE.

3. INSTALL THE COFFER DAM AND PUMPED WATER BYPASS TO TEMPORARILY DIVERT THE WATER DURING THE

CONSTRUCTION PHASE.

4. CLEAR THE BRUSH DIRECTLY AROUND CULVERT ENDS ACCORDING TO THE DRAWINGS.

5. REMOVE THE CURRENT CULVERTS WHILE BEING CAREFUL TO NOT INTRODUCE RUST AND DEBRIS IN THE STREAM

BED.

6. EXCAVATE FOR THE NEW CONCRETE BOX CULVERT AND INSTALL THE 2B CRUSHED STONE BASE.

7. INSTALL THE CONCRETE BOX CULVERT ACCORDING TO THE MANUFACTURER’S INSTRUCTIONS.

8. POUR THE CONCRETE APRON TO INTERCONNECT THE BOX CULVERT WING WALLS AS SHOWN ON THE DRAWINGS.

9. STRIP THE FORMS AT THE APPROPRIATE TIME AS EXPLAINED ON THE DRAWINGS AND BACKFILL THE APRON.

10. INSTALL THE RIPRAP AS SHOWN ON THE DRAWINGS.

11. REMOVE THE PUMPED WATER BYPASS.

12. INSTALL THE RAILING SYSTEM.

13. BACKFILL AND COMPACT THE CONCRETE BOX CULVERT AND INSTALL THE BLACKTOP ROADWAY.

14. APPLY TOPSOIL, SEED, AND MULCH TO ALL DISTURBED AREAS TO BE VEGETATED.

15. SITE RESTORATION.

16. REMOVE ALL TEMPORARY EROSION CONTROL MEMBERS UPON SATESFACTORY STABILIZATION.

16.1. STABILIZE ANY AREAS DISTURBED DURING SITE RESTORATION.

FOOTNOTES:

1. EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE

DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.

2. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.

3. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE ANY AREAS

DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS.

DISTURBED AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.

4. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE SEEDING SECTION OF THIS

NARRATIVE.

5. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY.

6. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS PUMPED

WATER FILTER BAG DISCHARGING OVER NON-DISTURBED AREAS.

7. SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY BE STABILIZED OR PLACED IN TOPSOIL

STOCKPILES.

BMP MAINTENANCE PROGRAM

CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL TEMPORARY AND

PERMANENT CONTROL FACILITIES DURING CONSTRUCTION. ALL BMPS SHALL BE INSPECTED AT THE

END OF EACH WORK WEEK AND AFTER EACH STORMWATER EVENT. CERTAIN BMPS MAY REQUIRE

DAILY INSPECTION AS SPECIFIED IN THE INDIVIDUAL MAINTENANCE REQUIREMENTS BELOW. THE

CONTRACTOR SHALL MAINTAIN PLANS AND REPORTS OF ALL INSPECTIONS. WRITTEN REPORTS

SHALL INCLUDE BUT NOT BE LIMITED TO INSPECTION DATES, DAILY WEATHER CONDITIONS,

INSTALLATION DATES OF BMPS, MAINTENANCE PERFORMED, REPAIR OR REPLACEMENT,

EROSION/SEDIMENTATION PROBLEMS, COMPLAINTS, ETC.

ANY REQUIRED MAINTENANCE, REPAIR OR CLEANING OF THE SOIL EROSION CONTROL MEASURES

SHALL BE PERFORMED BY THE CONTRACTOR IMMEDIATELY. IF ANY SOIL EROSION CONTROL

MEASURES ARE REMOVED FROM OPERATION OR TAKEN DOWN TO FACILITATE CONSTRUCTION, IT

SHALL BE REPLACED BY THE END OF THE

WORK DAY. IF CONSTRUCTION IS SCHEDULED TO CEASE FOR A PERIOD OF 4 OR MORE DAYS, ALL DISTURBED AREAS ARE TO BE TEMPORARILY STABILIZED AS PER SEEDING SECTION (TEMPORARY

SEEDING) OF THIS NARRATIVE.

SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY BE STABILIZED, OR PLACED IN TOPSOIL STOCKPILES. TRASH OR DEBRIS REMOVED FROM BMPS SHALL BE DISPOSED OF

IN APPROVED WASTE CONTAINERS.

MAINTENANCE ON INDIVIDUAL CONTROL MEASURES INCLUDES THE FOLLOWING:

PUMPED WATER FILTER BAG - FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½ FULL OF

SEDIMENT.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE

IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

COMPOST FILTER SOCK - ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE

ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN

THE PLAN. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS

OR REPLACED WITHIN 24 HOURS OF INSPECTION. BIODEGRADABLE FILTER SOCKS SHALL BE

REPLACED AFTER 6 MONTHS;PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS

SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

EROSION CONTROL BLANKET INSTALLATION - DAMAGED OR DISPLACED BLANKETS SHALL BE

RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

SEEDING/SOIL AMENDMENTS

TOPSOIL PLACEMENT:

GRADED AREAS SHOULD BE SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF 3 TO 5 INCHES TO

PERMIT BONDING OF THE TOPSOIL TO THE SURFACE AREAS AND TO PROVIDE A ROUGHENED

SURFACE TO PREVENT TOPSOIL FROM SLIDING DOWN SLOPE. PLACE 2-3” OF TOPSOIL, TILL INTO SUBSOIL, PLACE REMAINING TOPSOIL TO ACHIEVE 6” MINIMUM TOPSOIL LAYER. TOPSOIL ACCEPTABLE FRIABLE LOAM THAT IS REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, ROOTS, WEEDS, OTHER OBJECTIONABLE VEGETATION, STONES, OTHER FOREIGN MATERIAL LARGER THAN 2 INCHES IN ANY

DIMENSION, LITTER, AND/OR OTHER MATERIAL UNSUITABLE OR HARMFUL TO PLANT GROWTH.

TOPSOIL SHALL CONTAIN NOT LESS THAN 2.0% NOR MORE THAN 10.0% ORGANIC MATTER, AS

DETERMINED IN ACCORDANCE WITH AASHTO-TL94. AREAS DISTURBED BY CONSTRUCTION WHICH ARE

TO REMAIN IN GRASSES SHALL BE SEEDED IN ACCORDANCE

WITH THE FOLLOWING SEEDING RATES:

PERMANENT SEEDING: SLOPES & BANKS (NON-MOWED, WELL DRAINED OR VARIABLE DRAINAGE)

Lime - Apply at 275 lb/1000 sf or as indicated by soil testing.

Fertilizer - Apply 10-10-20 at 25 lb/1000 sf or as indicated by soil testing.

Nurse crop Spring oats (S) or 96 lb/ac Annual ryegrass (s,f) or 15 lb/ac Winter wheat (F) or 120 lb/ac Winter rye (F) 112 lb/ac Seed mixture and 10 lb/ac All fescue 35 lb/ac Mulch - Hay or Straw at 3 tons/ac NOTE: (S) - Spring; (F) - Fall planting

TEMPORARY SEEDING:

Lime - Apply at 275 lb/1000 sf or as indicated by soil testing.

Fertilizer - Apply 10-10-10 at 12.5 lb/1000 sf or as indicated by soil testing.

Seed mixture spring oats or 96 lb/ac Winter wheat or 180 lb/ac Winter rye or 168 lb/ac Annual ryegrass 40 lb/ac Mulch - hay or straw at 3 tons/ac

TEMPORARY SEEDING MIXTURES SHALL BE UTILIZED FOR ALL AREAS IN WHICH OPERATIONS HAVE

TEMPORARILY CEASED AND STOCKPILES. EROSION CONTROL & CONSERVATION PLANTINGS ON

NON-CROPLAND, PENN STATE 1997. ALL SEED RATES ARE IN PLS (PURE LIVE SEED).

SITE MATERIAL BALANCE

THE PROJECT WILL REQUIRE THE IMPORT OF CONSTRUCTION MATERIALS (STONE, SHALE, CONCRETE, ETC.) FOR ROAD AND BRIDGE CONSTRUCTION. NO ADDITIONAL SOILS SHOULD NEED TO BE IMPORTED.

IF THE EXISTING SOIL DOES NOT MEET CONSTRUCTION STANDARDS AND FILL MUST BE IMPORTED, THE CONTRACTOR PROVIDING THE FILL WILL BE RESPONSIBLE TO PERFORM DUE DILIGENCE AND DETERMINE THAT ALL FILL IMPORTED TO THE SITE MEETS THE DEPARTMENT'S DEFINITION OF CLEAN

FILL.

CLEAN FILL:

CLEAN FILL IS DEFINED AS UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS

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

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

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

HAS BEEN PROCESSED FOR RE-USE.)

ENVIRONMENTAL DUE DILIGENCE:

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL

TESTING, ENVIRONMENTAL ASSESSMENTS

OR AUDITS.

ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATED THAT THE FILL MAY HAVE

BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE.

IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN

ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL

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

CHAPTER 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE.

CONSTRUCTION WASTES AND RECYCLING CONSTRUCTION WASTES PRODUCED AS A RESULT OF

EXCAVATION AND EARTHMOVING ACTIVITIES RELATED TO THIS PROJECT CONSIST OF THE EXISTING

STRUCTURE, STEEL, EXCESS SOIL MATERIALS, STUMPS AND VEGETATION.

ALL EXCESS EARTHEN MATERIALS TO REMAIN ON SITE SHALL BE GRADED, COVERED WITH SUITABLE

FILL, AND SEEDED AND MULCHED IN ACCORDANCE WITH SEEDING SECTION.

WHEREVER FEASIBLE, RECYCLING OF EXCESS MATERIALS IS REQUIRED, RATHER THAN DISPOSAL.

THE CONTRACTOR AND OWNER SHALL UTILIZE PROCEDURES WHICH ENSURE THAT THE PROPER

MEASURES FOR THE RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR FROM THE

PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH PADEP'S CCHAPTER 102 EROSION AND

SEDIMENTATION CONTROL REGULATIONS.

THE OWNER SHALL DEVELOP AND HAVE APPROVED BY THE WAYNE CONSERVATION DISTRICT, A

SEPARATE EROSION AND SEDIMENTATION CONTROL PLAN FOR EACH SPOIL, BORROW, OR OTHER

WORK AREA NOT DETAILED IN THE PLAN, WHETHER LOCATED WITHIN OR OUTSIDE OF THE

CONSTRUCTION LIMITS.

SITE SPECIFIC E&S PLAN NOTES

1. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND

CONSTRUCTION MATERIAL/WASTES.

2. 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 SHEETS.

3. IF A NEWLY SEEDED AREA EXPERIENCES EROSION (FORMATION OF RILLS OR GULLIES) PRIOR TO

COMPLETE STABILIZATION, THE AREA SHALL BE RESTORED TO THE DESIGN SPECIFICATIONS

INCLUDING REPLACEMENT OF TOPSOIL, SOIL AMENDMENTS, SEEDING AND MULCH IMMEDIATELY.

NATURALLY OCCURRING GEOLOGIC FORMATIONS

THERE ARE NO KNOWN NATURALLY OCCURRING GEOLOGIC FORMATIONS OR SOIL CONDITIONS THAT

COULD RESULT IN DISCHARGES WHICH DO NOT MEET WATER QUALITY STANDARDS FOR THE

RECEIVING SURFACE WATERS.

THERMAL IMPACT ANALYSIS. SINCE THERE IS NO NEW IMPERVIOUS AREA CREATED BY THE PROJECT, THERMAL IMPACTS ASSOCIATED WITH THIS PROJECT WERE AVOIDED, MINIMIZED OR MITIGATED.

RIPARIAN FOREST BUFFERS

THE PROJECT SITE IS WITHIN A SPECIAL PROTECTION WATERSHED BUT THERE IS LESS THAN 1 ACRE

OF EARTH DISTURBANCE, SO RIPARIAN FOREST BUFFER REQUIREMENTS DO NOT APPLY.

TEMPORARY CONTROL MEASURES DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS OUTLINED IN SECTIONS OF THIS NARRATIVE.

ALL EARTHMOVING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE OUTLINE BELOW.

ALL DISTURBED AREAS IN WHICH ACTIVITY HAS CEASED SHALL BE STABILIZED IMMEDIATELY IN

ACCORDANCE WITH THE TEMPORARY OR PERMANENT SEEDING MIXTURE.

TEMPORARY CONTROL MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS:

1. A SILT BARRIER (COMPOST FILTER SOCK) SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBED

AREAS WHERE INDICATED ON THE PLANS. EARTH DISTURBANCE SHALL BE LIMITED TO THE AREA

INDICATED.

2. TOPSOIL SHALL BE STOCKPILED WITHIN THE WORK AREA AS NECESSARY. A SILT BARRIER (12”

COMPOST FILTER SOCK) SHALL BE INSTALLED DOWN SLOPE OF EACH STOCKPILE. STOCKPILES

SHALL BE STABILIZED (SEEDED WITH A TEMPORARY SEEDING MIX OR HYDROMULCHED).

3. IF DEWATERING OF AN OPEN TRENCH OR EXCAVATION IS NECESSARY, A PUMPED WATER FILTER

BAG SHALL BE USED TO FILTER SEDIMENT-LADEN WATER. SEE DETAIL.

4. EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL DISTURBED AREAS WITHIN 50FT OF

THE STREAM BANKS AND ON SLOPES 3H:1V AND STEEPER.

5. AREAS TO HAVE PERMANENT GRASSES SHALL HAVE TOPSOIL PLACED, SEEDED, AND MULCHED AS

SUB-GRADE IS ACHIEVED.

NOTE:THE PROJECT AREA IS ACCESSIBLE FROM THE EXISTING CITY STREETS. ROCK

CONSTRUCTION ENTRANCES SHOWN.

PERMANENT CONTROL FACILITIES THE FOLLOWING STORM WATER CONTROL DEVICES

SHALL BE CONSTRUCTED AS PERMANENT FACILITIES:

1. ALL DISTURBED AREAS OUTSIDE OF THE WATER SURFACE ELEVATION SHALL HAVE

PERENNIAL VEGETATION ESTABLISHED.

2. PEDESTRIAN PATH SURFACE WILL HAVE A STABLE WEARING SURFACE INSTALLED.

I MARK. H. ROSS, DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18

PA C.S.A. SEC. 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND

BELIEF, THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING

PLANS, SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN

ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, IS TRUE AND

CORRECT, AND IS IN CONFORMANCE WITH CHAPTER 105 OF THE RULES AND

REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION.

STA. 0+28.24

STA. 0+58.82

407.17

407.15

Legal Right of Way Line

Legal Right of Way Line

INV: 405.07

Guiderail

INV: 405.40

INV: 405.95

INV: 405.83

Guiderail

Unnamed Tributary To Fishing Creek, CWF

Unnamed Tributary To

Fishing Creek, CWF

Macadam Roadway

36"x48" CMP.

36"x48" CMP.

.00

Macadam Roadway

4 Sided Concrete Box Culvert With Cutoff Wall

Heisley Road

MAJOR CONTOUR

EXISTING LEGEND:

MINOR CONTOUR

SOILS

EXISTING BUILDING

100 YEAR FLOOD

STREAM BOUNDARY& CENTER

PROPERTY LINE

TREE LINE

E E E OVERHEAD LINES

UTILITY POLE

EXISTING CROSS SECTION

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 5'

2.1

0.6

9.5

Existing Ground

Low Chord Elev.

408.51'

Low Chord Elev.

408.62'

Top Of Roadway Elev.

410.60

2 - 36" x 48" CMP

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

GRAPHIC SCALE: 1" =

100 20

10'

EXISTING CONDITIONS

C-1.01

1" = 50'

EXISTING SITE CONDITONS

SCALE: 1"=10'

C-1.0 - VIEW NOTE

PHOTO: 1 PHOTO: 2

PROFILE SCALES

HORIZ. - 1" = 50'

VERT. - 1" = 10'

LOD

LOD

LOD

LO

D

LO

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LOD

CFS

CFS

C

FS

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FS

CFS

ST

ST

ST

ST

ST

ST

ST

Legal Right of Way Line

Legal Right of Way Line

Macadam Roadway

.00

Macadam Roadway

Heisley Road

Unnamed Tributary to

Fishing Creek, CWF

Guiderail

Guiderail4 Sided Concrete Box Culvert With Cutoff Wall

CONCRETE

WASHOUT

TOPSOIL

STOCKPILE

CONSTRUCTION

ENTRANCE

LIMITS OF

DISTURBANCE

0.386 ACRES

COFFERDAM

DIVERSION PUMP WITH

FILTER (SEE DETAIL SHEET

7.01). PUMP/PIPE SYSTEM TO

BE CAPABLE OF 8.36 CFS

R-6 RIP-RAP

TEMPORARY

ROAD CLOSED

SIGN

PAVEMENT TO BE SAW CUT

AND SEALED AT TRANSITION

FROM ROADWAY TO DECKING

(BOTH SIDES OF BRIDGE)

EXISTING 36"x48" DOUBLE

CMP PIPES TO BE REMOVED

R-6 RIP-RAP

PROPOSED PRECAST BOX

CULVERT WITH WINGWALLS

AND CUTOFF WALLS

TEMPORARY

ROAD CLOSED

SIGN

20' WIDE X 75' LONG

PERMANENT EASEMENT

20' WIDE X 75' LONG

PERMANENT EASEMENT

50' ASSUMED

FLOODWAY

50' ASSUMED

FLOODWAY

WIDTH IS 9.25'

UPSTREAM @ 25'

WIDTH IS 9.75'DOWNSTREAM @ 25.00'

Unnamed Tributary toFishing Creek, CWF

MAJOR CONTOUR

LEGEND:

MINOR CONTOUR

SOILS

EXISTING BUILDING

100 YEAR FLOOD

STREAM BOUNDARY& CENTER

PROPERTY LINE

TREE LINE

E E E OVERHEAD LINES

UTILITY POLE

LIMIT OF DISTURBANCE

8" COMPOST FILTER SOCK

LOD LOD LOD

CFS CFS CFS CFS CFS

ST ST STORM BYPASS PIPE

FLOODWAY

ROADWAY SURFACE

EL. 410.60'

3.5' CUTOFF WALLR-6 RIPRAP, CHOKED WITH SEPARATELY

STOCKPILED, EXCAVATED MATERIAL OR

SIMILIARLY SIZED SMALLER ROCK IF

SUFFICIENT STREAMBED MATERIAL IS

NOT AVAILABLE

GUIDE RAIL CURB

10.00'

4.0 0'

BOX CULVERT DETAIL

SCALE: 1" = 5'

A C-2.01

LOW CHORD EL.: 408.51'

INVERT ELEVATION (405.83)

CULVERT SET 1 FT BELOW

STREAMBANK

NOTES:

1. FINE GRADE AND PROOF ROLL SUBGRADE.

2. PLACE GEOTEXTILE FABRIC IN ACCORDANCE WITH SPECIFICATIONS.

3. FINE GRADE AND ROLL SUBBASE TO 95% OF MAXIUM DENSITY.

4. PLACE ASPHALT COURSE.

PAVING HEAVY DUTY

NOT TO SCALE

B C-2.01

4"TYP.

4"TYP.

ELIMINATE STEPPIING OF PAVEMENT COURSES AND APPLY TACK COAT

WHEN CONSTRUCTION MATCHES EXISTING PAVEMENT

GRADE AS SHOWN ON

PLANS

2" ASPHALT WEARING COURSE

4" ASPHALT BINDER COURSE

10" SUBBASE

GEOTEXTILE FABRIC MIRAFI 500X

OR EQUAL

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

SITE PLAN

C-2.01

AS NOTED

GRAPHIC SCALE: 1" =

100 20

10' PROPOSED E&S SITE PLAN

SCALE: 1"=10'

C-2.01 - VIEW NOTE

GENERAL NOTES:

1. CONTRACTOR RESPONSIBLE FOR ALL CLEAN UP OF DEBRIS 50-FEET UPSTREAM AND

DOWNSTREAM OF THE REINFORCED CONCRETE BOX CULVERT WITHIN THE STREAM

CHANNEL OR INSIDE THE LIMIT OF DISTURBANCE.

2. ALL UNSUITABLE MATERIAL IS TO BE REMOVED FROM SITE BY CONTRACTOR AT NO COST

TO THE OWNER. IN AN APPROVED UPSLOPE LOCATION TO BE DETERMINED BY

CONTRACTOR.

3. FINISHED GRADE OF THE ROAD SURFACE WILL BE APPROXIMATELY THE SAME AS THE

EXISTING CONDITIONS. TOPSOIL PILE LOCATIONS APPROXIMATE AND MAY BE ADJUSTED

WITHIN THE LIMIT OF DISTURBANCE AS NEEDED.

4. CONTRACTOR TO CONTACT PA-1-CALL PRIOR TO THE PROJECT START.

5. THE SITE IS LOCATED WITHIN THE FISHING CREEK BASIN, WHICH IS A CLASSIFIED AS CWF.

6. THE SOILS ONSITE ARE CLASSIFIED AS AbB (ALBRIGHTS SILT LOAM), Aw (ATKINS SILT

LOAM), AND WkF (WEIKERT AND KLINESVILLE VERY SHALY SILT LOAM.

STREAM PROFILE - EXISTING

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 5'

8.5

0.4

0+00

8.4

0.3

1+00

INV. 405.07

Existing Ground

INV. 405.40

INV. 405.95

INV. 405.83

2 - 36"X48" CMP

El. 410.67

DEBRIS BUILT UP RESTRICTING

FLOW THROUGH THE CULVERTS

STREAM PROFILE - PROPOSED

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 5'

8.5

0.4

0+00

8.4

0.3

1+00

INV. 405.07

PROPOSED GRADE

INV. 405.83

INV. 404.83

INV. 404.07

48" CONCRETE BOX CULVERT

4.0 0'

DEBRIS CLEANED OUT AS PART OF

INSTALLING THE RIPRAP AS SHOWN

4.0 0'

MI

N

DE

PT

H

4.0 0'

MI

N

DE

PT

H

NOTE: WING WALLS NOT

SHOWN FOR CLARITY.

EL. 410.67

R-6 RIPRAP, CHOKED WITH SEPARATELY STOCKPILED, EXCAVATED

MATERIAL OR SIMILARLY STREAMBED MATERIAL IS NOT AVAILABLE

8.42' 10.00' 10.00'

BAFFLE

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

STREAM PROFILE

C-2.02

1" = 50'

PROFILE SCALES

HORIZ. - 1" = 50'

VERT. - 1" = 10'

BAFFLE DESIGN

SCALE: NTS

C-2.02

USE THIS ONE

NOTES:

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

INSTALLING THE BLANKET.

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

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

4. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET

LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

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

6. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS

ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED

BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

BLANKET EDGES STAPLED

AND OVERLAPPED

(4 IN. MIN.)

INSTALL BEGINNING OF ROLL IN

6 IN. x 6 IN. ANCHOR TRENCH, STAPLE, BACKFILL AND

COMPACT SOIL

STARTING AT TOP OF SLOPE,

ROLL BLANKETS IN DIRECTION

OF WATER FLOW

REFER TO MANUFACTURER'S

RECOMMENDED STAPLING

PATTERN FOR STEEPNESS

AND LENGTH OF SLOPE

BEING BLANKETED

PREPARE SEED BED

(INCLUDING APPLICATION

OF LIME, FERTILIZER AND

SEED) PRIOR TO BLANKET

INSTALLATION

THE BLANKET SHOULD

NOT BE STRETCHED; IT

MUST MAINTAIN GOOD

SOIL CONTACT

OVERLAP BLANKET ENDS 6 IN.

MIN. WITH THE UPSLOPE

BLANKED OVERLYING THE

DOWNSLOPE BLANKET (SHINGLE

STYLE). STAPLE SECURELY.

IMPERVIOUS MEMBRANE

2 BAG MIN. HEIGHT ABOVE NORMAL BASE FLOW

NORMAL STREAM FLOW

STACKED SANDBAGS OPTION

JERSEY BARRIER OPTION

NORMAL STREAM FLOW

SANDBAGS

WORK AREA

OPTIONAL SANDBAG PLATFORM

SANDBAG TO HOLD IMPERVIOUS

LINER IN PLACE

SANDBAGS (TYP.)

JERSEY BARRIER

IMPERVIOUS LINER EXTENDED TO

STREAM BOTTOM AND SECURED

WITH SANDBAGS

COFFERDAM

NOTES:

· LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER

BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

· A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. ENCIRCLE THE WATER FILTER BAG WITH A STAKED 12-INCH COMPOST

FILTER SOCK.

· BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS.

WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO

REDUCE SLOPE STEEPNESS.

· NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE

GRASSY AREA IS NOT AVAILABLE.

· THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND

SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

· THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS

LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

· FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME

UNTIL THE PROBLEM IS CORRECTED.

PROPERTY TEST METHOD MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN

GRAB TENSILE ASTM D-4632 205 LB

PUNCTURE ASTM D-4833 110 LB

MULLEN BURST ASTM D-3786 350 PSI

UV RESISTANCE ASTM D-4355 70%

AOS % RETAINED ASTM D-4751 80 SIEVE

WELL VEGETATED, GRASSY AREA 50' MIN.

FT.

EXISTING ROADWAY

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

EXISTING

GROUND

MIN 8" AASHTO #1

MOUNTABLE

BERM (6 IN. MIN.)*

MI

N.

MI

N.

MI

N.

EX

IST

ING

RO

AD

WA

Y

NOTES:

1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND

ROCK OVER FULL WIDTH OF ENTRANCE.

2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP

PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE.

3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED

AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE

PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY

MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE

MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED

ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE

IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON

ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT

INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE

ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS,

OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

NOTES

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

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

2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE

OF ITS TRIBUTARY AREA.

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

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

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

5. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF

INSPECTION.

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

AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS.

7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE

MULCH SPREAD AS A SOIL SUPPLEMENT.

FL

OW

FLO

W

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

IN

MI

N.

EXISTING

CONTOURS

DISTURBED AREA UNDISTURBED AREA

2 IN. x 2 IN. WOODEN STAKE PLACED 10 FT. ON CENTER

NOTE:

CONCRETE MASONRY UNITS (CMU) MAY BE USED IN PLACE OF WOODEN STAKES

TO ANCHOR THE COMPOST FILTER SOCKS PROVIDED SUFFICIENT CMU'S ARE

USED TO PREVENT ANY MOVEMENT OF THE SOCKS DURING RAINFALL EVENTS.

COMPOST FILTER SOCK

2 IN. x 2 IN. WOODEN STAKE

PLACED 10 FT. ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

SLOPE

STOCKPILED

MATERIAL

FILTER SOCK OR

APPROVED ALTERNATE

PERIMETER BMP

CLASS 4

GEOTEXTILE

EXISTING

GROUND

STOCKPILED

MATERIAL

FILTER SOCK

APPROVED ALTERNATE

PERIMETER BMP

NOTES:

1. STOCKPILES THAT WILL REMAIN FOR A PERIOD OF 20 DAYS OR LONGER SHALL BE IMMEDIATELY

STABILIZED IN ACCORDANCE WITH THE TEMPORARY SEED REQUIREMENTS.

2. STOCKPILES THAT WILL REMAIN FOR A PERIOD OF LESS THAN 20 DAYS SHALL BE COVERED WITH

TARPS.

3. STOCKPILE HEIGHTS SHALL NOT EXCEED 5 FEET FOR 8" FILTER SOCK (HAY BALE) AND 12.5' FOR 12" FILTER SOCK (30' REINFORCED FILTER FABRIC FENCE) STOCKPILE SLOPES SHALL BE 2:1 OR

FLATTER.

8' MIN.

NOTES:

1. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO INSTALLING THE SOCKS.

2. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE.

3. 18" DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT.

4. CONCRETE WASHOUT RECYCLING, TREATMENT, AND DISPOSAL OF MATERIALS FROM CONCRETE TRUCK CHUTES, HAND MIXERS, AND/OR OTHER EQUIPMENT IS TO BE SEPARATED BY A SCREEN AND PLACED IN AGGREGATE BINS TO BE HARDENED FOR RETURN TO THE READY MIX PLANT ALONG WITH ANY UNUSED CONCRETE. UNUSED WET CONCRETE CANNOT BE DUMPED ON BARE GROUND TO HARDEN ONSITE BECAUSE THIS PRACTICE CAN NEGATIVELY IMPACT GROUNDWATER AND SURFACE WATER.

24" DIAMETER COMPOST

FILTER SOCK

MAXIMUM DEPTH OF CONCRETE WASHOUT

WATER IS 50% IF FILTER RING HEIGHT

2" x 2" x 36" WOOD STAKES

PACED 5' O.C.

SECTION VIEW

IN

MI

N.

PLAN VIEW

24" DIAMETER COMPOST

FILTER SOCK. 4' MIN.

OVERLAP ON UPSLOPE SIDE

OF FILTER RING

2" x 2" x 36" WOOD STAKES

PACED 5' O.C.

DIRECT CONCRETE WASHOUT

WATER INTO FILTER RING

50' MIN.

ORGANIC MATTER CONTENT

TABLE 4.2

COMPOST STANDARDS

25% - 100% (DRY WEIGHT BASIS)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 5.5 - 8.5

MOISTURE CONTENT 30% - 60%

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

SOLUBLE SALT CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM

MATERIAL TYPE 3 mil HDPE 5 mil HDPE 5 mil HDPE

MULTI-FILAMENT

POLYPROPYLENE

(MFPP)

HEAVY DUTY

MULTI-FILAMENT

POLYPROPLENE

(HDMFPP)

MATERIAL

CHARACTERISTICS

SOCK

DIAMETERS

MESH OPENING

TENSILE

STRENGTH

ULTRAVIOLET

STABILITY %

ORIGINAL

STRENGTH

(ASTM G-155)

MINIMUM

FUNCTIONAL

LONGEVITY

12" 18"

12" 18" 24" 32"

12" 18" 24" 32"

12" 18" 24" 32"

12" 18" 24" 32"

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

TWO-PLY SYSTEMS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

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

Filtrexx & JMD

TABLE 4.1

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

PUMP FILTER BAG

SOIL STOCKPILE

ROCK CONSTRUCTION ENTRANCE

EROSION CONTROL BLANKET INSTALLATION CONCRETE WASHOUT

COMPOSIT FILTER SOCK

844-542-4757

MD NY OH PA VA WV

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3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

DETAILS

C-7.01

1" = 50'

PROJECT

NORTH

TRUE

NORTH

S-1.0

ROADWAY LIMITS

EXISTING GUIDE RAIL, TO BE

REPLACED WITH TYPE 31

STRONG POST SYSTEM

EXISTING GUIDE RAIL, TO BE

REPLACED WITH TYPE 31

STRONG POST SYSTEM

LEG

AL RIG

H T O

F W

AY

LEG

AL RIG

H T O

F W

AY

S-2.0

S-2.0

S-2.0

S-2.0

S-2.0

10'-0"

10'-0"

20'-0"

FISH BAFFLES

SPACED 10'-0" O.C.

FISH BAFFLES

SPACED 10'-0" O.C.

FISH BAFFLES

SPACED 10'-0" O.C.

R-6 RIPRAP (NOT

SHOWN FOR CLARITY) ALTER WINGWALL ENDS

TO MATCH ANGLE

844-542-4757

MD NY OH PA VA WV

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3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

STRUCTURAL PLAN

S-1.0

AS NOTED

STRUCTURAL SITE PLAN

SCALE: 3/32"=1'-0"

S-1.0

STRUCTURAL PLAN

SCALE: 1/4"=1'-0"

S-1.0

45°

GENERAL NOTES:

· PRECAST CONCRETE BOX CULVERT DESIGNED FOR HL-93 LOADING.

· MINIMUM CONCRETE STRENGTH FOR CAST-IN-PLACE IS 4000 PSI CONCRETE. MINIMUM CONCRETE STRENGTH IS 4000 PSI

CONCRETE

· WINGWALLS AND CUTOFF WALLS ASSUMED TO BE PRECAST BUT CAN BE CAST-IN-PLACE.

· ROADWAY BLACKTOP CROSS SLOPE TO CROWN IS 2% WITH A MINIMUM THICKNESS OF 2.5 INCHES AT THINNEST POINT.

· BAFFLES SHOWN SHALL BE SPACED AT 10 FT INCREMENTS AND BE ACCORDING TO THE GEOMETRY SHOWN IN SHEET C-2.02.

· RIPRAP SHALL BE R-6 AND IS NOT SHOWN FOR CLARITY AND SHALL BE TO A DEPTH OF 18 INCHES, MINIMUM.

· CONCRETE BOX CULVERT SHALL BE BEDDED UPON 12 INCHES OF 2B STONE MINIMUM, COMPACTED WITH A PLATE COMPACTOR.

· DURING EXCAVATION FOR THE CONCRETE BOX CULVERT, IF DELETERIOUS MATERIAL IS FOUND, IT SHALL BE REMOVED AND

REPLACED WITH 2B STONE ABOVE AND BEYOND THE 12 INCH MINIMUM THICKNESS.

· INSTALLATION OF THE CONCRETE BOX CULVERT SHOULD BE COMPLETED DURING DRY, NO FLOW CONDITIONS. FOLLOW THE

DEWATERING DETAILS IN THE E&S SHEETS TO DEWATER ANY LOW AREAS THAT FILL UP WITH WATER.

· BACKFILL WITH SUITABLE SITE MATERIAL FREE OF ROCKS GREATER THAN 6 INCHES MEASUREMENT AND COMPACT TO 95%

PROCTOR DENSITY.

· INSTALL BOX CULVERT SECTIONS ACCORDING TO MANUFACTURER INSTRUCTIONS WITH APPROPRIATE JOINT SEALANT.

· INSTALL WINGWALLS AND CUTOFF WALLS (IF PRECAST) ACCORDING TO MANUFACTURERS INSTRUCTIONS.

· MINIMUM SLAB THICKNESS = 10”

· MINIMUM WALL THICKNESS = 10” FOR RISE GREATER THAN 5’-0”

· ADD 1-1/2” (1/2” AT THE TOP AND 1” AT BOTTOM) TO THE EFFECTIVE DESIGN THICKNESS OF BOTTOM SLAB OF BOX CULVERTS, FOR

THE TOTAL (PROVIDED) THICKNESS.

· PLACE MAIN CIRCUMFERENTIAL REINFORCEMENT NORMAL TO THE CENTERLINE OF THE CULVERT.

· PROVIDE EXPANSION JOINTS AT APPROXIMATELY 90’ INTERVALS AND CONSTRUCTION JOINTS AT APPROXIMATELY 30’ INTERVALS.

PROVIDE EXPANSION JOINTS IN BOTTOM SLAB.

· PROVIDE GRADE 60 DEFORMED REINFORCING BARS THAT MEET THE REQUIREMENTS OF ASTM A615 OR A706. DO NOT WELD

REINFORCEMENT STEEL.

· DO NOT USE RAIL STEEL (A996) WHERE BENDING OR WELDING OF REINFORCEMENT BARS IS INDICATED.

· PROVIDE 2” CONCRETE COVER ON REINFORCEMENT SLABS EXCEPT AS NOTED

· PLACE HEADWALLS, APRON WALLS, AND WINGWALL FOOTINGS BELOW 3’-6”

· USE 4” DIAMETER FORMED WEEP HOLES AT 15’-0” MAXIMUM CENTERS PLACED AT A MINIMUM 1’-9” ABOVE BOTTOM OF SLAB OR 6”

ABOVE NORMAL FLOW LINE. USE BC-751M FOR EXAMPLE DETAILS.

· FOR JOINT DETAILS, SEE BC-735M. WHEN EXPANSION JOINTS ARE USED, WATERSTOPS ARE REQUIRED IN THE TOP AND BOTTOM

SLABS AND THE WALLS.

· PLACE GEOTEXTILE BETWEEN THE BEDDING MATERIAL AND EXCAVATION OR TO JUST ENCASE THE BEDDING MATERIAL.

4' -0

10'-0"

3' -6

4-SIDED BOX CULVERT DIMENSIONS

SUBJECT TO PRECAST FINAL DESIGN

(BY CONTRACTOR'S ENGINEER)

PRECAST CUTOFF WALL

8"10'-0"

6' -2

2' -0

1' -0

10'-0"

2' -0

6' -2

1'

-0

PRECAST WINGWALLS,

DIMENSIONS AS SHOWN,

THICKNESS AS REQUIRED BY

CONTRACTOR'S ENGINEER

8" 1'

-0

4' -0

1'

-0

2' -6

1'-0" 28'-1 7/8" 1'-0"

30'-1 7/8"

UNDISTURBED EARTH

PRECAST

CUTOFF WALL

2'-0" 10'-0" 10'-0" 2'-0" 1'-6"1'-6"

1/

2"

M

IN

ROAD - 2 PERCENT CROSS SLOPE

CROWN IN MIDDLE OF THE ROAD

410.6'

408.51'

EXISTING W-RAIL TO TIE INTO

PRECAST JERSEY BARRIER

(ATTACHED TO CONCRETE BOX

CULVERT) ACCORDING TO

MANUFACTURER SPECIFICATIONS

FISH BAFFLES SPACED 10'-0" O.C.FISH BAFFLES SPACED 10'-0" O.C.

1/

2'-0"

3"

2'

-8

3' -9

2"

6"

7"

35°

149°

STRUCTURAL SECTIONS

S-2.0

AS NOTED

844-542-4757

MD NY OH PA VA WV

www.jhacompanies.com

3705 E TRINDLE ROAD #100

CAMP HILL, PA 17001

LOCATION MAP

FOR

LOCATED IN

12/2025

CJG

GENERAL PERMIT PLANS

HEISLEY ROAD CULVERT REPLACEMENT

RYE TOWNSHIP, PERRY COUNTY, PA

PRELIMINARY

RYE TOWNSHIP

2024-0770-02

CALL BEFORE YOU DIG!

STRUCTURAL SECTION

SCALE: 1/2"=1'-0"

S-2.0

WING WALL STRUCTURAL SECTION

SCALE: 1/2"=1'-0"

S-2.0

WING WALL STRUCTURAL SECTION

SCALE: 1/2"=1'-0"

S-2.0

CULVERT STRUCTURAL SECTION

SCALE: 1/2"=1'-0"

S-2.0

ROAD SECTION

SCALE: 1/2"=1'-0"

S-2.0

12 INCHES OF 2B GRAVEL

PRECAST JERSEY BARRIER DETAIL

SCALE: 1"=1'-0"

S-2.0