1-Fishers ES Plans 20250819.PDF

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PREPARED BY:

PROJECT MANAGER DATE

0325-609037.21

DRAWING NO.

PROJECT

WATERSHED RESTORATION AND PROTECTION PROGRAM (WRPP)

FISHER'S DAM MAINTENANCE DREDGING PROJECT

BOROUGH OF ORWIGSBURG

July, 2025

Orwigsburg Borough, Schuylkill County, Pennsylvania

LOCATION MAP

SCALE: 1" = 2000'

ORWIGSBURG, PA 17961

SOUTH WASHINGTON STREET

FISHER'S DAM

PROJECT LOCATION

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20251913463

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

TITLE

NO.

DRAWING

DRAWING INDEX

COVER SHEET

EROSION & SEDIMENT POLLUTION CONTROL PLAN DETAILS

EROSION & SEDIMENT POLLUTION CONTROL PLAN DETAILS

EROSION & SEDIMENT POLLUTION CONTROL PLAN DETAILS

EROSION & SEDIMENT POLLUTION CONTROL PLAN DETAILS

EROSION & SEDIMENT POLLUTION CONTROL PLAN DETAILS

P E

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N S Y L V

A

N

I A

C O

M

M O

NW EALT

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REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

AUTHORIZED UNDER BENESCH PROJECT NO. 0325-609037.21

CONTRACT NO. C000092754

AUTHORITY (CFA).

PROTECTION PROJECT (WRPP) ADMINISTERED UNDER THE COMMONWEALTH FINANCING

COMMUNITY AND ECONOMIC DEVELOPMENT (DCED) WATERSHED RESTORATION AND

THIS PROJECT HAS RECEIVED FUNDING ASSISTANCE FROM THE DEPARTMENT OF

Orwigsburg Borough

Paul Datte, Esq

William Reppy

Harlee Lomas

Kerry Marano

Richard Bubeck

- Solicitor

- Manager

- Secretary

- Vice President

- President

8/19/2025

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

$USERCFG$ $USER$ $DATE$ $TIME$ $FILE$

Copyright 2025, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

Orwigsburg Borough, Schuylkill County, Pennsylvania

MAINTENANCE DREDGING PROJECT

FISHER'S DAM

0325-609037.218/19/2025

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

KMB KMB KRR

P E

N

N S Y L V

A N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

OF 7

CONTROL PLAN DETAILS

EROSION AND SEDIMENT POLLUTION

EROSION AND SEDIMENTATION CONTROL POLICIES

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

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

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70 PERCENT VEGETATIVE COVER OR 27.

ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

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

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

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

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

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE 26.

STANDARDS OF THIS PLAN.

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

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

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

STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

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

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

FILLS.

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

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 OBJECTIONABLE 21.

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

COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

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 OTHER 19.

TOPSOIL.

TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF

COMPACTED SOILS PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES 6 TO 12 INCHES ON 18.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.17.

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

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

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY 16.

AT THE TIME OF INSPECTION.

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

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY 15.

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, AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, GREATER, AND ON A WEEKLY BASIS UNLESS INDICATED MORE FREQUENTLY FOR A SPECIFIC BMP. ALL PREVENTATIVE

MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT OF 0.25 INCHES OR

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE 14.

PLAN, OVER UNDISTURBED VEGETATED AREAS.

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

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

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

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 12.

DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION 11.

BURIED, DUMPED, OR DISCHARGED AT THE SITE.

271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, ACCORDANCE WITH THE DEPARTMENT OF SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN 10.

BOROUGH AND THE ENGINEER.

PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND IMMEDIATELY NOTIFY THE

EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT

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

MUST BE 2H:1V OR FLATTER.

MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES

ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE

DISTURBANCE OR ON THE EXISTING PARKING LOT IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED WITHIN THE PROJECT LIMIT OF 8.

LOCATIONS AS NOTED ON THE PLAN BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

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

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

OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE

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

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

ROOTS AND OTHER OBJECTIONABLE MATERIAL.

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

TO IMPLEMENTATION.

DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE CITY OF HAZLETON PRIOR

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

EXISTING UNDERGROUND UTILITIES.

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

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

TO AN ON-SITE PRECONSTRUCTION MEETING.

OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE CITY OF HAZLETON

THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT

OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE 2.

DISCRETION.

REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS

BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE

BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL

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

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

EROSION AND SEDIMENTATION CONTROL POLICIES (CONT'D)

CRIMINAL PENALTIES FOR EACH VIOLATION.

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

IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000

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

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

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE 39.

GERMINATING SEASON.

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

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

OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED 38.

PRIOR TO REMOVAL OF THE E&S BMPS.

AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE CITY OF HAZLETON TO SCHEDULE A FINAL INSPECTION

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED 37.

BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.

EROSION AND SEDIMENT BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE 36.

GREATEST EXTENT POSSIBLE.

WHICH ARE TO BE STABILIZED WITH VEGETATION ONCE FINAL GRADE IS REACHED SHOULD BE MINIMIZED TO THE

AND MULCHING TO BEGIN (ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). THE DISTURBED AREAS

AS DISTURBED AREAS WITHIN THE PROJECT APPROACH FINAL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING 35.

LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS.

FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, 34.

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 33.

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 THAT 32.

RESTORATION IS COMPLETE.

CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH

CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE

UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE 31.

DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES.

ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, LEAVES, WOODY 30.

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 29.

OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE CITY OF HAZLETON.

E&S BMPS MUST REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED 28.

MAINTENANCE OF E&S CONTROL DEVICES

STORM PRIOR TO STABILIZATION.

NECESSARY BY THE ENGINEER OR BOROUGH OFFICIAL IN ORDER TO CORRECT UNFORESEEN PROBLEMS CAUSED BY A

MISCELLANEOUS ADJUSTMENTS AND CORRECTIONS SHALL BE MADE TO ANY EROSION CONTROL STRUCTURE AS DEEMED

ENGINEER UPON REQUEST.

INSPECTION. THE INSPECTION LOG SHALL BE KEPT ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE BOROUGH OR

THIS PURPOSE INCLUDING THE COMPLIANCE ACTIONS, DATE, TIME AND NAME OF THE PERSON CONDUCTING THE

PERSON CONDUCTING THE INSPECTION. ALL SITE INSPECTIONS WILL BE DOCUMENTED IN AN INSPECTION LOG KEPT FOR

AND INCLUDE: A SUMMARY OF SITE CONDITIONS, BMPS AND COMPLIANCE, AND THE DATE, TIME, AND THE NAME OF THE

EFFECTIVE IN PREVENTING SEDIMENT FROM LEAVING THE SITE. A WRITTEN REPORT OF EACH INSPECTION SHALL BE KEPT

SUPERVISION RESPONSIBILITIES, TO ASCERTAIN THAT THE EROSION CONTROL MEASURES ARE OPERATIONAL AND

BMP, BY A QUALIFIED PERSON TRAINED AND EXPERIENCED IN EROSION AND SEDIMENTATION CONTROL AND WHO HAS SITE

RUNOFF EVENT OF AT LEAST 0.25 INCHES AND ON A WEEKLY BASIS, UNLESS INDICATED MORE FREQUENTLY FOR A SPECIFIC

MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION MEASURES AFTER EACH SIGNIFICANT

PROCEDURES OUTLINED BELOW.

EROSION AND SEDIMENTATION CONTROLS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING GENERAL MAINTENANCE

SHALL PERFORM CERTAIN PERIODIC DUTIES IN ORDER TO ASSURE PROPER CONTROL. MAINTENANCE OF THE VARIOUS

MAINTAINED IN ORDER TO KEEP THEM FUNCTIONING PROPERLY UNTIL SITE STABILIZATION OCCURS. THE CONTRACTOR

THE SOIL EROSION AND SEDIMENTATION CONTROLS UTILIZED IN THE DEVELOPMENT OF THIS PLAN SHALL BE ROUTINELY

OCCUR.

REMOVE INLET PROTECTION ONCE SUBBASE MATERIAL HAS BEEN INSTALLED AND PAVING OF THE SITE IS ABOUT TO 4.

CLEAN STONE.

STONE WHICH BECOMES CHOKED WITH SEDIMENT AND IS NOT FUNCTIONAL SHALL BE REMOVED AND REPLACED WITH 3.

SEDIMENT SHALL BE REMOVED FROM THE DEVICE WHEN THE DEPTH OF SEDIMENT IS 1/3 OF THE TOTAL HEIGHT.2.

INLET PROTECTION DEVICES SHALL BE INSPECTED REGULARLY AND AFTER EACH MEASURABLE PRECIPITATION EVENT.1.

INLET PROTECTION:

REPAIR AND RESECURE ANY UPLIFTED OR SHIFTED LININGS IMMEDITELY.3.

REPAIR ANY TORN OR DAMAGED LININGS IMMEDIATELY.2.

LININGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT OF AT LEAST 0.25 INCHES.1.

EROSIONS CONTROL LININGS

REMOVE ANY BLOCKAGES OF INLETS OR PIPES IMMEDIATELY.2.

STORM SEWER SYSTEMS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT OF AT LEAST 0.25 INCHES.1.

STORM SEWER SYSTEMS

PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.3.

ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY.2.

IMMEDIATELY.

INSPECT WASHOUT FACILITIES DAILY. DEACTIVATE AND REPAIR OR REPLACE DAMAGED OR LEAKING WASHOUTS 1.

CONCRETE WASHOUT:

WELL VEGETATED AREAS AND THAT THE OUTFLOW IS BEING DISCHARGED TO A STABLE, EROSION RESISTANT AREA.

REGULARLY INSPECT THE OPERATION OF FILTER BAGS TO ENSURE THAT THEY ARE LOCATED ON RELATIVELY FLAT, 3.

REPLACED AND THE SEDIMENT SHALL BE PROPERLY DISPOSED.

DO NOT USE BAGS WHICH ARE GREATER THAN 1/2 FULL. WHEN BAGS REACH THAT CAPACITY, THEY SHALL BE 2.

FILTER BAGS SHALL BE INSPECTED DAILY. IMMEDIATELY DISPOSE OF BAGS WHICH ARE SPLIT OR TORN1.

PUMPED WATER FILTER BAG:

PUMPING AND PENETRATING INTO THE STRUCTURE.

GEOTEXTILE FABRIC SHALL BE INSTALLED UNDER ALL ROCK CONSTRUCTION ENTRANCES TO KEEP SOIL FROM 4.

AND SEDIMENT.

ROCK CONSTRUCTION ENTRANCES SHALL BE CLEANED AND REDRESSED WHEN VOIDS BECOME CHOKED WITH MUD 3.

SITE. WASHING OF THE ROADWAY IS NOT PERMITTED.

CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PUBLIC ROADWAYS, WILL BE REMOVED AND RETURNED TO THE

STOCKPILE OF ROCK MATERIAL WILL BE MAINTAINED ON SITE FOR THIS PURPOSE. AT THE END OF EACH

THE STRUCTURE'S THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSION BY ADDING ROCK. A 2.

INCHES.

ROCK CONSTRUCTION ENTRANCES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT OF AT LEAST 0.25 1.

ROCK CONSTRUCTION ENTRANCE:

AN APPROVED LANDFILL. CONSTRUCTION WASTE SHALL NOT BE BURIED ON THE SUBJECT SITE.

MATERIAL ACCUMULATED FROM CONSTRUCTION ACTIVITIES SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN

MANNER. BARRIERS SHALL BE CHECKED AND REALIGNED OR RESET AS REQUIRED. ANY DEBRIS OR SOLID WASTE

ANY DEBRIS ACCUMULATED AT SILT SOCK BARRIERS SHALL BE REMOVED AND PROPERLY DISPOSED IN A RESPONSIBLE 5.

ADHERE TO ANY MANUFACTURER'S RECOMMENDATIONS FOR REPLACING FILTER SOCK.4.

BACKFILL MATERIAL.

ALL UNDERCUTTING OR EROSION OF THE TOE ANCHOR OR BASE SHALL BE REPAIRED IMMEDIATELY WITH COMPACTED 3.

REMOVE DEPOSITS WHERE ACCUMULATIONS REACH 1/2 ABOVE THE GROUND HEIGHT OF THE DEVICE.

ACCUMULATED SEDIMENT SHALL BE REMOVED AS REQUIRED TO KEEP THE DEVICES FUNCTIONAL. IN ALL CASES, 2.

NECESSARY REPAIRS WILL BE MADE IMMEDIATELY.

THE FILTER SOCK SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL EVENT OF AT LEAST 0.25 INCHES. ANY 1.

FILTER SOCK:

Scale: AS NOTED Date: Project No.:

$USERCFG$ $USER$ $DATE$ $TIME$ $FILE$

Copyright 2025, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

Orwigsburg Borough, Schuylkill County, Pennsylvania

MAINTENANCE DREDGING PROJECT

FISHER'S DAM

0325-609037.218/19/2025

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

KMB KMB KRR

P E

N

N S Y L V

A N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

OF 7

CONTROL PLAN DETAILS

EROSION AND SEDIMENT POLLUTION

SEEDING & MULCHING SPECIFICATIONS

APPLIED DURING THE PRESCRIBED PLANTING PERIOD.

TRANSPORTATION (PADOT) SPECIFICATIONS, PUBLICATION 408, LATEST EDITION, SECTIONS 804 AND 805 AND SHALL BE

SEEDING, MULCHING AND SOIL SUPPLEMENTS SHALL MEET THE REQUIREMENTS OF THE PA DEPARTMENT OF

FERTILIZER: 10-10-20 ANALYSIS COMMERCIAL FERTILIZER TO BE APPLIED AT 210 LBS./1,000 SQ. YDS.

LIME: AGRICULTURAL LIME AT 2,480 LBS/1,000 SQ. YDS.

PERMANENT APPLICATION:

FERTILIZER: 10-10-10 ANALYSIS COMMERCIAL FERTERLIZER TO BE APPLIED AT 100 LBS./1,000 SQ. YDS.

LIME: AGRICULTURAL LIME AT 410 LBS/1,000 SQ. YDS.

TEMPORARY APPLICATION:

APPLIED DURING THE APPROPRIATE TIMES.

SUPPLEMENTS SHALL CONFORM TO THE REQUIREMENTS OF PADOT PUBLICATION 408, SECTION 804 AND SHALL BE 1.

SOIL SUPPLEMENTS:

WITH SPECIFIED MULCH BINDERS APPLIED IN ACCORDANCE WITH SECTION 805.3.

MULCH SHOULD BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. ANCHOR MULCH 4.

OF SPECIFIED NETTING MATERIAL.

HOURS OF PLACING SEEDING. ON STEEP SLOPES OF 3:1 OR GREATER, MULCH SHALL BE SECURED THROUGH THE USE

STRAW MULCH SHALL BE APPLIED AT THE RATE OF 1,200 POUNDS PER 1,000 SQUARE YARDS AND APPLIED WITHIN 48 3.

STOCKPILES, GRADED SLOPES AND OTHER AREAS TO BE GRASSED IN THE FUTURE.

THE MULCHING SHALL ALSO BE UTILIZED DURING WINTER MONTHS FOR GROUND COVER STABILIZATION ON TOPSOIL 2.

PRESCRIBED IN SECTION 805 OF PUBLICATION 408.

MULCHING SHALL CONSIST OF STRAW MULCH AND SHALL MEET THE SPECIFICATIONS AND APPLICATION RATES AS 1.

MULCHING:

FOR THE PLACEMENT OF GRASSES AND VEGETATION WITHIN THESE FACILITIES.

BOTTOM OF THE SWM / BMP FACILITIES - REFERENCE THE PLANTING SCHEDULE ON THE LAND DEVELOPMENT PLANS 3.

ALL OTHER AREAS - SEE LANDSCAPING PLAN AND BMP SEEDING SCHEDULE FOR SEEDING APPLICATIONS.

LAWN AREAS - FORMULA B SEED MIXTURE WITH A SEEDING APPLICATION RATE OF 42 LBS./1,000 SQ. YDS.

RYE) AND SHALL MEET THE REQUIREMENTS OF PADOT FOR THE FOLLOWING APPLICATIONS:

PERMANENT SEEDING SHALL CONSIST OF PERENNIAL GRASSES (I.E., KENTUCKY BLUEGRASS, FESCUE, PERENNIAL 2.

MIXTURE. THE SEEDING APPLICATION RATE SHALL BE 10 LBS./1,000 SQ. YDS.

REQUIREMENTS OF THE PA DEPARTMENT OF TRANSPORTATION (PADOT) SPECIFICATIONS FOR FORMULA T SEED

TEMPORARY SEEDING SHALL CONSIST OF 100 PERCENT ANNUAL RYE GRASS AND SHALL CONFORM TO THE 1.

SEEDING:

FILL MATERIALS NOTES AND ENVIRONMENTAL DUE DILIGENCE

APPLICABLE. THESE REGULATIONS ARE AVAILABLE ON-LINE AT WWW.PACODE.COM.

CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS

MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA.

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE

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

MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH

REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF REGULATED SUBSTANCE, IT

PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF

ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE

QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS, SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE

FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS:

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE

FILL. A COPY OF FORM FP-001 CAN BE FOUND AT THE END OF THE NOI INSTRUCTIONS.

QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE

USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO

ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST

FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES

RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL

CLEAN FILL AFFECTED BY SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR

FOR RE-USE).

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

TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE

CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE

TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE

ENVIRONMENTAL DUE DILIGENCE AND DETERMINATION OF CLEAN FILL WILL REST WITH THE OPERATOR.

IF THE SITE WILL NEED TO IMPORT OR EXPORT MATERIAL FROM THE SITE, THE RESPONSIBILITY FOR PERFORMING

CaD

PERCENT SLOPES

CALVIN SHALY SILT LOAM, 15 TO 25

VERY LIMITED POOR

KeB

PERCENT SLOPES

KEDRON SILT LOAM, 3 TO 8

VERY LIMITED POOR

WINTER GRADING WILL BE AVOIDED OR COMPLETED DURING WARM PERIODS TO AVOID FROST ACTION

PROJECT CONSISTS OF REMOVAL OF DREDGED SITE/SEDIMENT FROM FISHERS DAM. NO PROPOSED GRADING IS ANTICIPATED AS PART OF THIS PROJECT.

SOIL LIMITATIONS AND RATINGS

SYMBOL

MAP UNIT

MAP UNIT NAME

AND STREETS

LOCAL ROADS

SOURCE

ROADFILL

SOURCE

TOPSOIL

POOR

POOR

EMBANKMENTS

VERY LIMITED

VERY LIMITED

STEEL

CONCRETE/

CORROSION TO

MODERATE/LOW

HIGH/HIGH

(CM)

BEDROCK

DEPTH TO

>200

ACTION

FROST

MODERATE

MODERATE

VULNERABILITY

DROUGHT

VULNERABLE

VULNERABLE

SHALLOW

SYSTEMS,

INFILTRATION

LIMITED

SEVERELY

LIMITED

SEVERELY

SOILS INFORMATION, LIMITATIONS & RESOLUTIONS

CONSTRUCTION SEQUENCE

STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS DOCUMENT.

NOTE: DO NOT COMMENCE DREDGING UNTIL THE E&S BMPS SPECIFIED BY THE CONSTRUCTION SEQUENCE FOR THAT

SYSTEM INCORPORATED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES

PREVIOULSY UNMARKED, ALL CONTRACTORS INVOLVED IN THE ACTIVITIES SHALL NOTIFY THE PENNSULVANIA ONE CALL

NOTE: AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA

IMPLEMENTED

THE OPERATOR SHALL ASSURE THAT THE EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY

LeB

3 TO 8 PERCENT SLOPES

LECK KILL CHANNERY SILT LOAM,

LIMITED

SOMEWHAT

FAIR POOR

LIMITED

SOMEWHAT

MODERATE/LOW 147 MODERATE

DROUGHT

MODERATELY

LIMITED

SOMEWHAT

UU URBAN LAND-UDULTS COMPLEX NOT RATED NOT RATED NOT RATED NOT RATED NOT RATED >200 NOT RATED NOT RATED NOT RATED

SLIDING, OR OTHER MOVEMENTS.

ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

STABILIZED IMMEDIATELY. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70 PERCENT

ROCK FILTER, CONCRETE WASHOUT AREAS, ETC. AREAS DISTURBED DURING THE REMOVAL OF THE BMPS SHALL BE

AREAS, ALL TEMPORARY EROSION AND SEDIMENT BMPS ARE TO BE REMOVED INCLUDING COMPOST FILTER SOCK, UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED 8.

E&S DETAILS.

COMPLETE FINAL CONSTRUCTION ITEMS INCLUDING VEGETATIVE STABILIZATION OF ALL DISTURBED AREAS PER THE 7.

THE CLAY LINER THAT EXISTS ALONG THE BOTTOM OF THE REVERVIOR.

FORCES UPON COMPLETION OF MAINTENANCE DREDGING. CONTRACTOR MUST NOT IMPACT OR IN ANYWAY BREECH

RETURN THE DAM FLOOR TO IS ORIGINAL EXISTING CONTOURS. COORDINATE REFILLING THE DAM WITH BOROUGH 6.

DETAILED WITHIN THE CONTRACT DOCUMENTS.

PLACE THE DREDGED MATERIAL INTO A HAUL TRUCK AND TRANSPORT IT TO AN EXISTING PERMITTED WASTE AREA AS 5.

THE CONTRACT DEOCUMENTS.

DREDGE THE RESERVOIR AREA TO REMOVE SILT AND SEDIMENT PER ALL APPLICABLE RESTRICTIONS FOUND WITHIN 4.

DREDGING ACTIVITIES.

COORDINATE WITH THE BOROUGH REGARDING THE DRAWNDOWN OF THE DAM PRIOR TO COMLETING MAINTENANCE 3.

WASHINGTON STREET AS SHOWN ON THE E&S DETAILS.

ROCK FILTER, ROCK CONSTRUCTION ENTRANCE, AND TWO (2) INLET PROTECTIONS ON EXISTING INLETS ALONG SOUTH

INSTALL ALL EROSION AND SEDIMENT POLLUTION CONTROL PERIMETER BMPS INCLUDING COMPOST FILTER SOCK, 2.

STAKE OR MARK THE PROPERTY LIMITS. 1.

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Orwigsburg Borough, Schuylkill County, Pennsylvania

MAINTENANCE DREDGING PROJECT

FISHER'S DAM

0325-609037.218/19/2025

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

KMB KMB KRR

P E

N

N S Y L V

A N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

OF 7

CONTROL PLAN DETAILS

EROSION AND SEDIMENT POLLUTION

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

SEEDING SEASON DATES:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:

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

HAY

6.0

SEE TABLE A

FORMULA T(TEMPORARY)

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

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

OR

31-0-0

SEEDING SEASON DATES:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, <3:1 SLOPES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

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

PER MANUFACTURERS' INSTRUCTIONS

STRAW

B: 42.0

SEE TABLE A

FORMULA B

10-20-20

AND

38-0-0 UREAFORM

OR

59 TO 50 AS DIRECTED

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

OR

31-0-0

RECYCLED CELLULOSE FIBER

AND

WOOD FIBER

OR

PER MANUFACTURERS' INSTRUCTIONS

NONASPHALTIC EMULSION

OR

PER MANUFACTURERS' INSTRUCTIONS

POLYVINYL ACETATE

OR

RECYCLED CELLULOSE FIBER/WOOD FIBER MIXTURE

SEEDING SEASON DATES:

RATE OF ANCHOR MATERIAL APPL:

ANCHORING METHOD:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, SLOPES/SWALES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

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

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

ROLLED EROSION CONTROL PRODUCT

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

8.0

SEE TABLE A

FORMULA N

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, BASIN)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

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

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

ROLLED EROSION CONTROL PRODUCT

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

AS INDICATED BY SOIL TESTS

9.0

SEE TABLE A

FORMULA R

(LB/ACRE)

LB/1000 SQ YD

SEEDING RATE

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

FORMULA AND SPECIES

TABLE A

WEIGHT

% BY

FORMULA B RESIDENTIAL MIX:

VARIETY EXCEEDING 50% OF THE TOTAL BLUEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A

OR SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA

VARIETY EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A

0.15

0.10

0.10

21.0 (105)

12.5 (62.5)

8.5 (42.5)

42.0 (210) TOTAL

2.5

2.5

0.75

0.25

2.5

1.25

0.625

0.625

1.25

6.25

2.5

SHOWY TICK-TREFOIL (DESMODIUM CANADENSE)

PARTRIDGE PEA (CHAMAECRISTA FASCICULATA)

COMMON MILKWEED (ASCLEPIAS SYRIACA)

WHITE AVENS (GEUM CANADENSE)

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

BLACK-EYED SUSAN (RUDBECKIA HIRTA)

ROUNDSEED PANICGRASS (PANICUM SPHAEROCARPUM)

INDIANGRASS

SWITCHGRASS (PANICUM VIRGATUM)

CANADA WILDRYE (ELYMUS CANADENSIS)

LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)

PURPLE TOP (TRIDENS FLAVUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.20

0.20

0.20

0.20

0.20

0.20

0.10

0.10

0.2 (1.0)

0.2 (1.0)

0.06 (0.3)

0.02 (0.1)

0.2 (1.0)

0.32 (1.6)

0.1 (0.5)

0.05 (0.25)

0.05 (0.25)

0.1 (0.5)

0.5 (2.5)

0.2 (1.0)

6 (30)

6 (30)

8 (40.0) TOTALFORMULA N CONSERVATION MIX: *

8.33

3.33

6.11

3.33

3.33

2.22

2.22

1.11

3.33

66.67

66.67

REDTOP PANICGRASS (PANICUM RIGIDULUM)

SOFT RUSH (JUNCUS EFFUSUS)

DEERTONGUE (PANICUM CLANDESTINUM)

SOFTSTEM BULRUSH (SCHOENOPLECTUS TABERNAEMONTANI)

WOOLGRASS (SCIRPUS CYPERINUS)

LURID SEDGE (CAREX LURIDA)

PRAIRIE CORDGRASS (SPARTINA PETINATA)

RICE CUTGRASS (LEERSIA ORYZOIDES)

VIRGINIA WILDRYE (ELYMUS VIRGINICUS)

PERMANENT SPECIES

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

NURSERY CROPS

0.2

0.1

0.1

0.75 (3.75)

0.3 (1.5)

0.55 (2.75)

0.3 (1.5)

0.3 (1.5)

0.2 (1.0)

0.2 (1.0)

0.1 (0.5)

0.3 (1.50)

6 (30)

6 (30)

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

FORMULA T TEMPORARY GRASS MIX:

CEREAL RYE (SECALE CEREALE) (FALL)

OATS (AVENA SATIVA) (SPRING)

0.1

0.1

6 (30)

6 (30)

6 (30) TOTAL

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

SEED FORMULA SPECIFICATIONS

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

TABLE B

T

R

N

B

FORMULA

TEMPORARY SEEDING

DRAINAGE CHANNELS, NON-STEEP WET AREAS

SLOPES STEEPER THAN 3:1

NON-STEEP, HIGHLY MAINTAINED SURFACES, LAWN

APPLICATION

SCHEDULE OF SEEDING AND SOIL SUPPLEMENTS

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Copyright 2025, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

Orwigsburg Borough, Schuylkill County, Pennsylvania

MAINTENANCE DREDGING PROJECT

FISHER'S DAM

0325-609037.218/19/2025

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

KMB KMB KRR

P E

N

N S Y L V

A N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

OF 7

CONTROL PLAN DETAILS

EROSION AND SEDIMENT POLLUTION

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

NOT TO SCALE

FILTER BAG INLET PROTECTION - TYPE C INLET

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

NOTES.

AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE 5.

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

STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST 4.

UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY.

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

REQUIRED FOR ALL INSTALLATIONS.

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

MAXIMUM DRAINAGE AREA = 1/2 ACRE. 1.

NOTES:

TYPE C INSTALLATION DETAIL

RUBBER BLOCK

IN 4

32 IN x 2 IN x

(1/4 IN NYLON ROPE)

EXPANSION RESTRAINT

ISOMETRIC VIEW

WI

DTH LENGTH

2 F T

FROM INLET

BAG REMOVAL

1 IN REBAR FOR

INLET GRATE

SOCK, OR FILTER TURN

SANDBAG, FILTER LOG, COMPOST

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Copyright 2025, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

Orwigsburg Borough, Schuylkill County, Pennsylvania

MAINTENANCE DREDGING PROJECT

FISHER'S DAM

0325-609037.218/19/2025

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

KMB KMB KRR

P E

N

N S Y L V

A N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

OF 7

CONTROL PLAN DETAILS

EROSION AND SEDIMENT POLLUTION

NOT TO SCALE

COMPOST FILTER SOCK

SPREAD AS A SOIL SUPPLEMENT.

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

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

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

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

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

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

AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

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

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

DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER.

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

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

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

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

SHOWN IN TABLE BELOW.

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

NOTES:

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TWO-PLY SYSTEMS

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

MATERIAL TYPE

CHARACTERISTICS

MATERIAL

DIAMETERS

SOCK

MESH OPENING

STRENGTH

TENSILE

(ASTM-G-155)

STRENGTH

ORIGINAL

STABILITY %

ULTRAVIOLET

LONGEVITY

FUNCTIONAL

MINIMUM

3 MIL HDPE

DEGRADABLE

PHOTO-

18"

12"

3/8"

1000 HR

23% AT

6 MONTHS

5 MIL HDPE

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

26 PSI

1000 HR

23% AT

9 MONTHS

5 MIL HDPE

DEGRADABLE

BIO-

32"

24"

18"

12"

3/8"

26 PSI

6 MONTHS

(MFPP)

POLYPROPYLENE

MULTI-FILAMENT

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

44 PSI

1000 HR

100% AT

1 YEAR

(HDMFPP)

POLYPROPYLENE

MULTI-FILAMENT

HEAVY DUTY

DEGRADABLE

PHOTO-

32"

24"

18"

12"

1/8"

202 PSI

1000 HR

100% AT

2 YEARS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

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

MECHANICALLY FUSED VIA NEEDLE PUNCH)

(WOVEN LAYER AND NON-WOVEN FLEECE

COMPOSITE POLYPROPYLENE FABRIC

3 /16" MAX APERTURE SIZE

ALTERNATIVE.

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

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

ACCEPTABLE AS THE ORGANIC COMPONENT OF THE MIX.

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

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

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

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

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

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

COMPOST STANDARDS

SOLUBLE SALT CONCENTRATION

PARTICLE SIZE

MOISTURE CONTENT

pH

ORGANIC PORTION

ORGANIC MATTER CONTENT

5.0 DS/M (MMHOS/CM) MAXIMUM

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

30% - 60%

5.5 - 8.5

FIBROUS AND ELONGATED

25% - 100% (DRY WEIGHT BASIS)

SECTION VIEW

PLAN VIEW

AREA

UNDISTURBED

UNDISTURBED AREADISTURBED AREA

AREA

DISTURBED

M

IN

BLOWN / PLACED FILTER MEDIA COMPOST FILTER SOCK

2" x 2" WOODEN STAKES PLACED 10' OC

PLACED 10' OC (TYP)

2" x 2" WOODEN STAKES COMPOST FILTER SOCK

F L O

W F L O

W

CONTOURS

EXISTING

JOINING DETAIL

MIN

12"

STAKE

NOT TO SCALE

COMPOST SOCK WASHOUT

CONFIGURATION FOR ADDED HEIGHT.

INCH DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL

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

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

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

WASHOUTS IMMEDIATELY.

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

MATERIALS MUST BE PROPERLY DISPOSED OF WHEN THEY REACH THE CLEANOUT LEVEL.

CONCRETE WASHOUT BMPS, THAT THEY ARE WATERTIGHT, AND APPROPRIATELY SIZED. ACCUMULATED

TAKEN TO ENSURE THAT THE CONTAINERS ARE INTENDED BY THE MANUFACTURER FOR USE AS

PREFABRICATED WASHOUT CONTAINERS MAY BE USED AS A SUITABLE ALTERNATIVE. CARE SHOULD BE

NOTES:

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

NOT TO SCALE

SEDIMENT STORAGE DEWATERING FACILITY

IMMEDIATELY SHUT DOWN AND NOT RESTARTED UNTIL THE PROBLEM HAS BEEN CORRECTED.

REASON THE DEWATERING FACILITY CEASES TO FUNCTION PROPERLY, IT SHALL BE

DEWATERING FACILITY SHALL BE CONTINUOUSLY MONITORED DURING OPERATION. IF FOR ANY 3.

SHALL BE CLEANED FROM THE INSIDE OF THE BARREL.

PRIOR TO INITIATING OPERATION OF DEWATERING FACILITY, ALL ACCUMULATED SEDIMENT 2.

DEWATERING FACILITY SHALL BE INSTALLED IMMEDIATELY UPON COMPLETION OF BASIN/TRAP.1.

NOTES:

ELEVATION

CLEAN-OUT

#57

AASHTO

BASIN BOTTOM

PUMP

PERMANENT RISER

TEMPORARY OR

2" MIN

BARREL AND SLATS.

WRAP FILTER FABRIC AROUND THE

HORIZONTAL AND VERTICAL SPACING.

AROUND OUTSIDE OF BARREL @ 6"

PLACE 2" x 2" VERTICAL WOOD SLATS

AND VERTICAL SPACING

PERFORATIONS @ 6" HORIZONTAL

30 TO 55 GALLON BARREL WITH 1"

Scale: AS NOTED Date: Project No.:

$USERCFG$ $USER$ $DATE$ $TIME$ $FILE$

Copyright 2025, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

Orwigsburg Borough, Schuylkill County, Pennsylvania

MAINTENANCE DREDGING PROJECT

FISHER'S DAM

0325-609037.218/19/2025

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

KMB KMB KRR

P E

N

N S Y L V

A N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

OF 7

CONTROL PLAN DETAILS

EROSION AND SEDIMENT POLLUTION

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

PUMP

DISCHARGE HOSE

HOSE

INTAKE

(RECOMMENDED)

HEAVY DUTY LIFTING STRAPS

CLAMPS

COMPOST FILTER SOCK

FILTER SOCK

12" COMPOST

FILTER SOCK

12" COMPOST

PLACED 10' OC (TYP)

2" x 2" WOODEN STAKES

NOT TO SCALE

STOCKPILE CONTROL DETAIL

SECTION VIEW

MATERIAL

STOCKPILE

UNDISTURBED AREA

MATERIAL

STOCKPILE

(SEE DETAIL)

EQUIVALENT SILT FENCE.

18" HEIGHT OR

COMPOST FILTERSOCK,

(SEE DETAIL)

EQUIVALENT SILT FENCE.

18" HEIGHT OR

COMPOST FILTERSOCK,

SEE DETAIL

ANCHORING POST

M A

X

F

E E

T

MIN

6'-0"

2 (MAX)

FILL THIS AREA

MATERIAL SHALL NOT

SECTION

SEE

NOT TO SCALE

ROCK CONSTRUCTION ENTRANCE

LOCATION ADJACENT TO AN EXISTING PAVED SURFACE TO ENSURE SEDIMENT IS NOT TRACKED OFF SITE.

FINAL LOCATION OF ROCK CONSTRUCTION ENTRANCE TO BE MODIFIED SLIGHTLY AS NEEDED TO THE OPTIMAL 4.

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