3-FraileyTwp ClarkSt ES-Plan.pdf

GENERAL NOTES

EROSION AND SEDIMENTATION POLLUTION CONTROL

1 8

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20240120529

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

EROSION CONTROL POLICIES AND MAINTENANCE PROGRAM

ENVIRONMENTAL PROTECTION AND THE ENGINEERS REPRESENTATIVE:

GUIDELINES AS THEY ARE APPLICABLE AND IN ACCORDANCE TO THE INSTRUCTIONS OF THE DEPARTMENT OF

CONTROL EROSION, IT IS REQUIRED THAT THE CONTRACTOR FOR THIS PROJECT CONFORMS WITH THE FOLLOWING

IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH OF PENNSYLVANIA TO

EROSION CONTROL POLICIES (CONTINUED)

SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A 38.

THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN 37.

THAT THE DESIGN DIMENSIONS WILL BE PROVIDED AFTER PLACEMENT OF THE PROTECTIVE LINING.

CHANNELS HAVING RIPRAP, RENO MATTRESS, OR GABION LININGS MUST BE SUFFICIENTLY OVER-EXCAVATED SO 36.

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

CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO CASE 35.

IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

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

DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR

MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS

CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE 34.

SCHEDULE A FINAL INSPECTION.

AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT OR PADEP TO

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED 33.

SEASON.

OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING

OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION

TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED OR CONVERTED 32.

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

AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT OR PADEP FOR AN

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED 31.

STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE DEPARTMENT.

E&S BMPS MUST REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY 30.

FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER 29.

ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN

WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION

PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH

OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE 28.

THE STANDARDS OF THIS PLAN.

A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO

SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT 27.

STANDARD SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE 26.

FILLS SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.25.

FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO 24.

OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR 23.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.22.

COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR 21.

HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE.20.

MINIMUM OF 2 INCHES OF TOPSOIL.

MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A

INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 19.

DRAWINGS.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN 18.

PROJECT DISTURBANCE

PROJECT DISTURBANCE = 0.4 ACRES

UDIFLUVENTS, COAL OVERWASH

LAIDIG EXTREMELY STONY LOAM, 8 TO 25 PERCENT SLOPES

MAP UNIT NAME

SYMBOL

MAP UNIT

UD

LdC

SOILS LEGEND

SYMBOL

MAP UNIT

UD

LdC

SOIL LIMITATIONS AND RATINGS

AND STREETS

LOCAL ROADS

VERY LIMITED

VERY LIMITED

SOURCE

ROADFILL

GOOD

FAIR

SOURCE

TOPSOIL

FAIR

POOR

RATING

HYDRIC

PREDOMINATELY NON-HYDRIC

PREDOMINATELY NON-HYDRIC

SOILS INFORMATION, LIMITATIONS AND RESOLUTIONS

LOCATION MAP

1" = 1000'

PROJECT LOCATION

WATER.

THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE

BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE 17.

OFFICIALS AT THE TIME OF INSPECTION.

THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE 16.

REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF E&S BMPS FAIL TO PERFORM AS EXPECTED, REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, INSPECTIONS OF ALL E&S BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND

UNTIL THE SITE IS STABILIZED, ALL E&S BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE 15.

NOT BE DISTURBED IN 4 DAYS.

THE CONTRACTOR MUST IMPLEMENT TEMPORARY STABILIZATION MEASURES IN ANY DISTURBED AREA THAT WILL 14.

THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

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

OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM 12.

PRIOR TO BEING ACTIVATED.

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY PADEP FULLY IMPLEMENTED 11.

BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

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

ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET

ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN 10.

THE REGIONAL OFFICE OF THE DEPARTMENT.

POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR

EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED 9.

FLATTER.

THE PLAN DRAWINGS. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2H:1V OR

THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON

ON THE PLAN MAP(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN 8.

CLEARING AND GRUBBING OPERATIONS BEGIN.

BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE

AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE 7.

DESCRIBED IN THIS E&S PLAN.

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS

COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BEST MANAGEMENT PRACTICES (BMPS)

OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE 6.

VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

AREAS TO BE FILLED SHOULD BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, 5.

CONSERVATION DISTRICT OR PADEP PRIOR TO IMPLEMENTATION.

PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE 4.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

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

AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA 3.

AN ON-SITE PRECONSTRUCTION MEETING.

AND/OR A REPRESENTATIVE FROM THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (PADEP) TO

MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT

GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE

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

SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN

PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED

APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE

ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL (E&S) PLAN. A COPY OF THE

ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILL SHALL BE DONE IN 1.

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

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P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

H

O

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REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

JAH JAH ANB

2 8

CONSTRUCTION SEQUENCE

THOSE AREAS DESCRIBED IN EACH STAGE.

SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED TO

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE

MOVEMENTS.

RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER

PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO

BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70 PERCENT

REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. AN AREA SHALL

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE 16.

STABILIZE ALL REMAINING DISTURBED AREAS.15.

COMPLETE ALL REMAINING ROADWAY IMPROVEMENTS.14.

PLACE THE CONSPAN ARCH SECTIONS AND BACKFILL TO SUBGRADE.13.

REMOVE TEMPORARY DIVERSION DEVICES.12.

MATERIAL SCOUR PROTECTION, AND BACKFILL AS NECESSARY.

EXCAVATE, CONSTRUCT THE FOOTING AND PEDESTAL, PLACE R-8 CHOKED WITH R-4 AND NATURAL STREAMBED 11.

DEWATER THE WORK AREA AND REMOVE SUBSTRUCTURE WITHIN AREA DEWATERED IN STAGE 2.10.

REMOVE STAGE 1 TEMPORARY DIVERSION DEVICES AND INSTALL STAGE 2 DIVERSION DEVICES.9.

MATERIAL SCOUR PROTECTION, AND BACKFILL AS NECESSARY.

EXCAVATE, CONSTRUCT THE FOOTING AND PEDESTAL, PLACE R-8 CHOKED WITH R-4 AND NATURAL STREAMBED 8.

REMOVE EXISTING SUPERSTRUCTURE AND SUBSTRUCTURE WITHIN AREA DEWATERED IN STAGE 1.7.

COMPLETED IN ACCORDANCE WITH THIS PLAN.

ONCE THE TEMPORARY DIVERSION DEVICES ARE INSTALLED AND STABILIZED, WORK AREA DEWATERING CAN BE 6.

SHORING.

CONSTRUCT STAGE 1 TEMPORARY STREAM DIVERSION DEVICES INCLUDING COFFERDAMS AND TEMPORARY 5.

INSTALLED, CLEARING AND GRUBBING MAY COMMENCE.

PROTECTIVE FENCE, CONCRETE WASHOUT, AND A PUMPED WATER FILTER BAG.ONCE PERIMETER CONTROLS ARE

CONTROL SEDIMENT DURING THESE OPERATIONS. TEMPORARY CONTROLS, COMPOST FILTER SOCK, TEMPORARY

PRIOR TO THE START OF GRUBBING AND EXCAVATION, PLACE TEMPORARY EROSION CONTROL FEATURES TO 4.

DETOUR TRAFFIC.3.

CLEAN EQUIPMENT/VEHICLES. USE CLEAN FILL AND MULCH AND AVOID PLANTING INVASIVE SPECIES.2.

ELEVATION.

CLEAR THE SITE AS REQUIRED. THIS WORK INCLUDES REMOVAL OF SMALL TREES AND BRUSH ABOVE GROUND 1.

CONSTRUCTION SEQUENCE

EROSION AND SEDIMENTATION POLLUTION CONTROL

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:2

:2

P

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P o tt s v il le \3

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S \P la n s \E

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C o n s tr u c ti o n S e q u e n c e

P E

N

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A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

3 8

DETAILS

EROSION AND SEDIMENTATION POLLUTION CONTROL

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

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

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:2

:3

P

M Y

P o tt s v il le

\3

S

\3

.2

C la rk

S tr e e t\

E n g

D o c s \E

S \P la n s \E

S

D e t0

.d g n

D e ta il s

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

4 8

EROSION AND SEDIMENTATION POLLUTION CONTROL

NOT TO SCALE

ROCK CONSTRUCTION ENTRANCE

DITCH BEING CROSSED.

SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF

MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS 3.

CONSTRUCTION ENTRANCE.

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

OF ENTRANCE.

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

NOTES:

PROFILE

PLAN VIEW

IS NOT ACCEPTABLE.

ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES

ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE

EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION

DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF

DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT

MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED

PROVIDE PROPER COVER OVER PIPE

* MOUNTABLE BERM USED TO

M

IN

M

IN

M

IN

50' MIN

3'

ROADWAY

EXISTING

ROADWAY

EXISTING

EXISTING GROUND

GEOTEXTILE

MIN 8" AASHTO #1

EARTH FILL

PIPE AS NECESSARY

(6" MIN) *

MOUNTABLE BERM

NOT TO SCALE

PUMPED WATER FILTER BAG

NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND 7.

WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR ½ THE MAXIMUM SPECIFIED BY THE MANUFACTURER, 6.

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

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER 5.

SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER 4.

MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING

MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES

AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT 3.

STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON

PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½ FULL OF SEDIMENT. SPARE BAGS SHALL BE

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE 2.

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

DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, 1.

NOTES:

PLAN VIEW

ELEVATION VIEW

AOS% RETAINED

UV RESISTANCE

MULLEN BURST

PUNCTURE

GRAB TENSILE

AVG WIDE WIDTH STRENGTH

PROPERTY

ASTM-D-4751

ASTM-D-4355

ASTM-D-3786

ASTM-D-4833

ASTM-D-4632

ASTM-D-4884

TEST METHOD

80 SIEVE

70%

350 PSI

110 LB

205 LB

60 LB/IN

MINIMUM STANDARD

FILTER BAG

FILTER BAG

WELL VEGETATED, GRASSY AREA

GRASSY AREA

WELL VEGETATED,

DISCHARGE HOSE

PUMP

INTAKE HOSE

CLAMPS

CLAMPS

PUMP

DISCHARGE HOSE

HOSE

INTAKE

(RECOMMENDED)

HEAVY DUTY LIFTING STRAPS

NOT TO SCALE

COFFERDAM ALTERNATIVES

JERSEY BARRIER

NORMAL STREAM FLOW

OPTIONAL SANDBAG PLATFORM

SANDBAG

SECURED WITH SANDBAGS

TO STREAM BOTTOM AND

IMPERVIOUS LINER EXTENDED

IMPERVIOUS LINER IN PLACE

SANDBAG TO HOLD

JERSEY BARRIER

WORK AREA

SANDBAGSIMPERVIOUS MEMBRANE

SANDBAG DIVERSION DAM OR COFFERDAM

2 BAG MINIMUM HEIGHT ABOVE NORMAL BASE FLOW

OVERLAP BY 3' MIN

POLYETHYLENE SHEET

IN PLACE

IMPERVIOUS LINER

SANDBAG TO HOLD

OPTIONAL SANDBAG PLATFORM

CONCRETE BLOCKS

STREAM

M

IN

STREAM BED

CONCRETE BLOCK

1 CY SANDBAG DIKE

SANDBAG MUST BE TIED.3.

CLEAN FILL MUST BE USED IN SANDBAG.2.

STAGGER BAGS TO ADDED SEAM.1.

NOTES:

STREAM 4

M

IN

PER AASHTO-M171

POLYETHYLENE SHEET

MINIMUM 6 MIL

(3'-0" x 3'-0")

1 CY SANDBAG

SECTION

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:2

:3

P

M Y

P o tt s v il le

\3

S

\3

.2

C la rk

S tr e e t\

E n g

D o c s \E

S \P la n s \E

S

D e t0

.d g n

D e ta il s

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

5 8

EROSION AND SEDIMENTATION POLLUTION CONTROL

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 6" (MIN.) WITH

SLOPE BEING BLANKETED.

FOR STEEPNESS AND LENGTH OF

RECOMMENDED STAPLING PATTERN

REFER TO MANUFACTURER'S

BLANKET.

PRIOR TO INSTALLATION OF

LIME, FERTILIZER, & SEED)

(INCLUDING APPLICATION OF

PREPARE SEED BED

AND COMPACT SOIL.

TRENCH, STAPLE, BACKFILL

ROLL IN 6" x 6" ANCHOR

INSTALL BEGINNING OF

OF WATER FLOW

ROLL BLANKETS IN DIRECTION

STARTING AT TOP OF SLOPE,

AND STAPLED.

OVERLAPPED 4" (MIN.)

BLANKET EDGES

NOT TO SCALE

EROSION CONTROL BLANKET STAPLE PATTERNS

SLOPES FLATTER THAN 3:1

ANCHOR PATTERN FOR

(INCLUDING 3:1)

BETWEEN 3:1 AND 2:1

ANCHOR PATTERN FOR SLOPES

(INCLUDING 2:1)

BETWEEN 2:1 AND 1:1

ANCHOR PATTERN FOR SLOPES

3'-0"

3'-0"

" 4

"3'-0"

1'-6"1'-6"

(TYP)

ANCHORS

(TYP)

ANCHORS

(TYP)

ANCHORS

PLACE 1 ANCHOR/SY

PLACE 1.5 ANCHOR/SY

PLACE 2 ANCHOR/SY

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b ro n a k o w s k i

/1

/2

:2

:3

P

M Y

P o tt s v ill e \3

S

\3 .2

C la rk

S tr e e t\ E n g D o c s \E

S \P la n s \E

S D e t0

.d g n

D e ta ils

P E

N N

S Y L V A

N I

A

C O

M

M

NW EALTH

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

6 8

EROSION AND SEDIMENTATION POLLUTION CONTROL

SEED FORMULA SPECIFICATIONS

FORMULA N CONSERVATION MIX:

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

NEW ENGLAND ASTER (SYMPHYOTRICHUM NOVAE-ANGLIE)

BLACK EYED SUSAN (RUDBECKIA HIRTA)

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

INDIANGRASS (SORGHASRUM NUTANS)

VIRGINIA WILD RYE (ELYMUS VIRGINICUS)

CANADA WILD RYE (ELYMUS CANADEIS)

LITTLE BLUESTEM (ANDROPOGON SCOPARIUS)

CREEPING RED FESCUE (FESTUCA RUBRA)(IMPROVED AND CERTIFIED)

50% OF THE TOTAL HARD FESCUE COMPONENT

IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY EXCEEDING

HARD FESCUE MIXTURE (FESTUCA LONGIFLOIA). A COMBINATION OF

0.20

0.20

0.20

0.10

0.20

0.20

0.20

0.20

0.10

0.10

1.5

0.9

1.5

3.0

0.9

1.2

1.8

1.2

9.0

9.0

30.0 TOTAL

100 95 90 0.10 10.0

10.0 TOTAL

FORMULA E:

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

FORMULA D CONSERVATION MIX:

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA OR

TALL FESCUE (FESTUCA ARUNDINACEA VAR. KENTUCKY 31)

0.10

0.10

0.10

5.0

15.0

30.0

50.0 TOTAL

FORMULA B MIX:

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

EXCEEDING 50% OF THE TOATAL BLUEGRASS COMPONENT.

OF IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A COMBINATION

SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA OR

EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

OF IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A COMBINATION

0.10

0.15

0.10

0.10

2.0

21.0

12.5

8.5

44.0 TOTAL

1000 SY (LBS)

SEEDING RATE PER

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

WEIGHT

FORMULA AND SPECIES

TABLE A

% BY

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

SEEDING SEASON DATES:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:

/15 TO 10/153

HAY

10-10-10

10.0

SEE TABLE A

FORMULA E(TEMPORARY)

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

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, <3:1 SLOPES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

3/15 TO 6/1 & 8/1 TO 10/15

N/A

N/A

N/A

STRAW

10-10-20

44.0

SEE TABLE A

FORMULA B

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

D: 3/15 TO 6/1 & 8/1 TO 10/15 ~ N: 3/15 TO 10/15

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

ROLLED EROSION CONTROL PRODUCT

10-10-20

D: 50.0 ~ N: 30.0

SEE TABLE A

FORMULA D ~ FORMULA N

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

TABLE B

N

E

D

B

FORMULA

SLOPES STEEPER THAN 3:1

TEMPORARY SEEDING

DRAINAGE CHANNELS, SLOPES

NON-STEEP, HIGHWAY MAINTAINED SURFACES, LAWN

APPLICATION

SCHEDULE OF SEEDING AND SOIL SUPPLEMENTS

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:2

:4

P

M Y

P o tt s v il le

\3

S

\3

.2

C la rk

S tr e e t\

E n g

D o c s \E

S \P la n s \E

S

D e t0

.d g n

D e ta il s

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

7 8

STAGE 1 PLAN

EROSION AND SEDIMENTATION POLLUTION CONTROL

- PARCEL IDENTIFICATION NUMBER

- EXISTING GUIDERAIL

- LEGAL RIGHT-OF-WAY

- EXISTING MAJOR CONTOUR

- EDGE OF STREAM

- FLOW DIRECTION

LEGEND

- CONCRETE WASHOUT

- PUMPED WATER FILTER BAG

- ROCK CONSTRUCTION ENTRANCE

- LIMIT OF DISTURBANCE

- COMPOST FILTER SOCK, SIZE INDICATED

- PROPOSED GUIDERAIL

- EXISTING MINOR CONTOUR

550'

- PROPOSED MAJOR CONTOUR

- PROPOSED MINOR CONTOUR

550'

- REQUIRED RIGHT-OF-WAY

- TEMPORARY SHORING

- COFFERDAMS

HYDRAULIC DATA

EXISTING

899.67=WS ELEV

17.18 FPS=VELOCITY

1420.0 CFS=MAGNITUDE

100 YR FLOOD RISK ASSESSMENT

896.91=WS ELEV

15.08 FPS=VELOCITY

911.0 CFS=MAGNITUDE

25 YEARS=DESIGN FLOOD

4.88 SQ MI=DRAINAGE AREA

HYDRAULIC DATA

PROPOSED

898.93=WS ELEV

9.67 FPS=VELOCITY

1420.0 CFS=MAGNITUDE

100 YR FLOOD RISK ASSESSMENT

895.63=WS ELEV

14.33 FPS=VELOCITY

911.0 CFS=MAGNITUDE

25 YEARS=DESIGN FLOOD

4.88 SQ MI=DRAINAGE AREA

EXISTING STRUCTURE

HYRDAULIC OPENING = 157 SF±

OUT TO OUT WIDTH = 21.33'± (NORMAL TO BASELINE)

UNDERCLEARANCE = 9.5'±

CLEAR SPAN = 16.5'± (NORMAL TO STREAM)

SKEW = 79°00'00"±

SINGLE SPAN I-BEAM BRIDGE

PROPOSED STRUCTURE

HYDRAULIC OPENING = 150 SF

" (+) (NORMAL TO BASELINE)8

OUT-TO-OUT WIDTH = 27'-7

UNDERCLEARANCE = 8'-3"

CLEAR SPAN = 20'-0" (NORMAL TO STREAM)

SKEW = 76°00'00"

SINGLE CELL PRECAST ARCH CULVERT

UD - SOIL UNIT SYMBOL

- SOIL BOUNDARY

AND NATURAL STREAMBED MATERIAL

- ROCK, CLASS R-8 CHOKED WITH R-4

- ROCK, CLASS R-4

- PROPERTY LINE

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:2

:0

P

M Y

P o tt s v il le \3

S

\3 .2

C la rk

S tr e e t\

E n g D o c s \E

S \P la n s \E

S P la n .d g n

D

S h e e t

M o d e l)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

JAH JAH ANB

(T -5

ST

REE

T

PPL 37187-S47686

BM "B"

BM "A"

PPL 37222-S47687

PPL 37206-S47682

PPL 37240-S47693

PPL 37238-S47698

WT LIMIT 5 TONS

WT LIMIT 5 TONS

GOOD

SP

RI

NG

CREE

K

(T-436)

CLARK STREET

BALT

IM

ORE

M A

R Y L

A N

D S

T R

E E

T

(T-5 81)W R

AILR

OAD S

TREET

TOP=901.80'

SAN MH

10" PVC

INV=896.02'

TOP=899.15'

INLET 2.2X2.2

10" PVC

INV=896.17'

TOP=898.95'

INLET 2.2X2.2

METAL TUBE GUIDE RAIL

MAG SPIKE IN EP

12.4' RT STA 2+39

BM "B" ELEV 904.76'

MAG SPIKE IN EP

37' RT STA 5+06

BM "A" ELEV 899.75'

B-2

B-1

WV

INV=893.61'

10" PVC

INV=894.10'

10" PVC

NO ID

CT CO BE 15

GUY WIR

E

C0NC

C0NC

C0NC

B.H.

B.H.

C0NC

MAGN

P C

P C

PCC STA 2+80.76

PC STA 2+00.00

1.78'E =

459.10'R =

80.76'L =

40.48'T =

12°28'48"D =

LT10°04'43" = Δ

2+40.48PI STA

PCC STA 3+34.25

PCC STA 2+80.76

1.85'E = 194.75'R = 53.50'L = 26.92'T = 29°25'11"D =

LT15°44'19" = Δ

3+07.68PI STA

PT STA 3+68.06

PCC STA 3+34.25

0.64'E = 222.07'R = 33.80'L = 16.93'T = 25°48'03"D =

LT08°43'17" = Δ

3+51.19PI STA

PT STA 6+59.84

PC STA 5+52.95

3.18'E = 451.73'R = 106.89'L = 53.70'T = 12°41'01"D =

LT13°33'27" = Δ

6+06.65PI STA

N80°54'08"E

N67°2 0'41

"E

4 5

P C

C

P C

C

P T

P T

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

RIGHT-OF-WAY �

BALTIMORE ST (T-582)

P C

PT STA 13+88.48

PC STA 13+00.00

2.54'E = 386.90'R = 88.48'L = 44.43'T = 14°48'32"D =

LT13°06'10" = Δ

13+44.43PI STA

N51 °2

1'3 6"

E

P T

LdC

UD

CF12

CF12

0 5025 FEET

STA 3+75.00

BEGIN FULL DEPTH RECONSTRUCTION

STA 5+20.00

END FULL DEPTH RECONSTRUCTION

ROCK, CLASS R-4 (TYP)

AND NATURAL STREAMBED MATERIAL (TYP)

ROCK, CLASS R-8 CHOKED WITH R-4

12-04-0035.00

BK 0950 PG 0032

NATURAL COAL CO.

12-04-0035.00

BK 0950 PG 0032

NATURAL COAL CO.

12-04-0018.00

BK 2522 PG 1774

YZ-05 INC

TEMPORARY CONSTRUCTION EASEMENT

8 8

STAGE 2 PLAN

EROSION AND SEDIMENTATION POLLUTION CONTROL

- PARCEL IDENTIFICATION NUMBER

- EXISTING GUIDERAIL

- LEGAL RIGHT-OF-WAY

- EXISTING MAJOR CONTOUR

- EDGE OF STREAM

- FLOW DIRECTION

LEGEND

- CONCRETE WASHOUT

- PUMPED WATER FILTER BAG

- ROCK CONSTRUCTION ENTRANCE

- LIMIT OF DISTURBANCE

- COMPOST FILTER SOCK, SIZE INDICATED

- PROPOSED GUIDERAIL

- EXISTING MINOR CONTOUR

550'

- PROPOSED MAJOR CONTOUR

- PROPOSED MINOR CONTOUR

550'

- REQUIRED RIGHT-OF-WAY

- TEMPORARY SHORING

- COFFERDAMS

898.93=WS ELEV

9.67 FPS=VELOCITY

1420.0 CFS=MAGNITUDE

100 YR FLOOD RISK ASSESSMENT

895.63=WS ELEV

14.33 FPS=VELOCITY

911.0 CFS=MAGNITUDE

25 YEARS=DESIGN FLOOD

4.88 SQ MI=DRAINAGE AREA

HYDRAULIC DATA

PROPOSED

899.67=WS ELEV

17.18 FPS=VELOCITY

1420.0 CFS=MAGNITUDE

100 YR FLOOD RISK ASSESSMENT

896.91=WS ELEV

15.08 FPS=VELOCITY

911.0 CFS=MAGNITUDE

25 YEARS=DESIGN FLOOD

4.88 SQ MI=DRAINAGE AREA

HYDRAULIC DATA

EXISTING

EXISTING STRUCTURE

HYRDAULIC OPENING = 157 SF±

OUT TO OUT WIDTH = 21.33'± (NORMAL TO BASELINE)

UNDERCLEARANCE = 9.5'±

CLEAR SPAN = 16.5'± (NORMAL TO STREAM)

SKEW = 79°00'00"±

SINGLE SPAN I-BEAM BRIDGE

PROPOSED STRUCTURE

HYDRAULIC OPENING = 150 SF

" (+) (NORMAL TO BASELINE)8

OUT-TO-OUT WIDTH = 27'-7

UNDERCLEARANCE = 8'-3"

CLEAR SPAN = 20'-0" (NORMAL TO STREAM)

SKEW = 76°00'00"

SINGLE CELL PRECAST ARCH CULVERT

UD - SOIL UNIT SYMBOL

- SOIL BOUNDARY

AND NATURAL STREAMBED MATERIAL

- ROCK, CLASS R-8 CHOKED WITH R-4

- ROCK, CLASS R-4

- PROPOSED CHAIN LINK FENCE

- PROPERTY LINE

Rev Date By Chk'd Description except by written permission of this firm.

reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, Copyright 2024, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, Date:Scale: Project No.: Sheet No.:AS NOTED 1/15/2024 31198.20Drawn: Designed: Checked: OF

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Frailey Township, Schuylkill County, Pennsylvania

GOOD SPRING CREEK

BRIDGE REPLACEMENT OVER

CLARK STREET (T-436)

a b r o n a k o w s k i

/1

/2

:2

:1

P

M Y

P o tt s v il le \3

S

\3 .2

C la rk

S tr e e t\

E n g D o c s \E

S \P la n s \E

S P la n .d g n

D

S h e e t

M o d e l)

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE081752

ALFRED NORRIS BRONAKOWSKI

JAH JAH ANB

(T -5

ST

REE

T

PPL 37187-S47686

BM "B"

BM "A"

PPL 37222-S47687

PPL 37206-S47682

PPL 37240-S47693

PPL 37238-S47698

WT LIMIT 5 TONS

WT LIMIT 5 TONS

GOOD

SP

RI

NG

CREE

K

(T-436)

CLARK STREET

BALT

IM

ORE

M A

R Y L

A N

D S

T R

E E

T

(T-5 81)W R

AILR

OAD S

TREET

TOP=901.80'

SAN MH

10" PVC

INV=896.02'

TOP=899.15'

INLET 2.2X2.2

10" PVC

INV=896.17'

TOP=898.95'

INLET 2.2X2.2

METAL TUBE GUIDE RAIL

MAG SPIKE IN EP

12.4' RT STA 2+39

BM "B" ELEV 904.76'

MAG SPIKE IN EP

37' RT STA 5+06

BM "A" ELEV 899.75'

B-2

B-1

WV

INV=893.61'

10" PVC

INV=894.10'

10" PVC

NO ID

CT CO BE 15

GUY WIR

E

C0NC

C0NC

C0NC

B.H.

B.H.

C0NC

MAGN

UD

LdC

CF12

CF12

P C

P C

PCC STA 2+80.76

PC STA 2+00.00

1.78'E =

459.10'R =

80.76'L =

40.48'T =

12°28'48"D =

LT10°04'43" = Δ

2+40.48PI STA

PCC STA 3+34.25

PCC STA 2+80.76

1.85'E = 194.75'R = 53.50'L = 26.92'T = 29°25'11"D =

LT15°44'19" = Δ

3+07.68PI STA

PT STA 3+68.06

PCC STA 3+34.25

0.64'E = 222.07'R = 33.80'L = 16.93'T = 25°48'03"D =

LT08°43'17" = Δ

3+51.19PI STA

PT STA 6+59.84

PC STA 5+52.95

3.18'E = 451.73'R = 106.89'L = 53.70'T = 12°41'01"D =

LT13°33'27" = Δ

6+06.65PI STA

N80°54'08"E

N67°2 0'41

"E

4 5

P C

C

P C

C

P T

P T

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

SURVEY & CONSTR �

CLARK ST (T-436)

RIGHT-OF-WAY �

BALTIMORE ST (T-582)

P C

PT STA 13+88.48

PC STA 13+00.00

2.54'E = 386.90'R = 88.48'L = 44.43'T = 14°48'32"D =

LT13°06'10" = Δ

13+44.43PI STA

N51 °2

1'3 6"

E

P T

0 5025 FEET

STA 3+75.00

BEGIN FULL DEPTH RECONSTRUCTION

STA 5+20.00

END FULL DEPTH RECONSTRUCTION

AND NATURAL STREAMBED MATERIAL (TYP)

ROCK, CLASS R-8 CHOKED WITH R-4

ROCK, CLASS R-4 (TYP)

12-04-0035.00

BK 0950 PG 0032

NATURAL COAL CO.

12-04-0018.00

BK 2522 PG 1774

YZ-05 INC

12-04-0035.00

BK 0950 PG 0032

NATURAL COAL CO.