1-4140.087 2026-09-04 Frackville Spring Nice Street Stormwater Bidding.pdf

PDF 1 MB Posted Sep 4, 2026

Attached to: Spring & Nice Streets Stormwater Project 4140. 087
Solicitation number: Not on record
Issued by: Schuylkill County, Pennsylvania

About this file

Written by GovTribe AI · Sep 30, 2026

This is a construction bidding document issued by the Borough of Frackville, Pennsylvania, for the Spring & Nice Streets Stormwater Project (4140.087). The project involves construction work on stormwater infrastructure at Spring and Nice Streets in Frackville, PA 17931. Bids will be received electronically through the PennBid Program until Thursday, October 1, 2026, at 10:00 am local time. A non-mandatory pre-bid conference is scheduled for Tuesday, September 15, 2026, at 9:00 am at the project site to allow prospective bidders to familiarize themselves with the location and scope of work. All project documents are available at no cost via the PennBid Program at https://pennbid.bonfirehub.com. Bid results will be publicly announced via PennBid following the opening, though results are subject to further review and do not constitute an award issuance.

Bid security equal to 10% of the total bid amount is required and must be furnished in accordance with the Instructions to Bidders. The Borough of Frackville reserves the right to reject any or all bids submitted and to waive any informality in bids received. Prospective bidders should note that attendance at the pre-bid conference, while not mandatory, is encouraged to ensure full understanding of project requirements and site conditions.

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File	Type	Posted
3-Addendum No. 1 4140087 Frackville Spring Nice 9-18-2026.pdf	PDF	Sep 4, 2026
2-IFB SPRING NICE STREETS STORMWATER BOROUGH OF FRACKVILLE-SS reduced.pdf	PDF	Sep 4, 2026

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CIVIL LEGEND

Bh SwD

TEXT PROPOSED TEXT

MATCHLINE

MATCH LINE REFER TO DWG C-101

PROPOSED STORM DRAIN

PROPOSED INLET

GENERAL PROJECT NOTES

SEPTEMBER 4, 2026

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES & DRAWING

CONVENTIONS

CIVIL

C-101

SPRING STREET STORMWATER PLAN AND PROFILE

(STA 0+00 TO STA 1+84)

C-501 CONSTRUCTION AND RESTORATION DETAILS

EROSION AND SEDIMENTATION

ES-501 CONTROL NOTES

ES-502 CONTROL DETAILS

D R

, G

P R

C T

N O

C O

O N

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) - SHENANDOAH, PA

BOROUGH OF FRACKVILLE

BOROUGH OFFICE

42 SOUTH CENTER STREET

SPRING & NICE STREETS STORMWATER IMPROVEMENTS

ISSUED FOR BIDDING

REFERENCE LEGEND

DETAIL INDICATOR1

?-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXISTING

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

PROJECT AREA

1. FIELD SURVEY BY BRINKASH AND ASSOCIATES, INC. DATED AUGUST, 2026.

2. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED OR FIELD VERIFIED.

3. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR

PRIOR TO BIDDING.

4. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

PRIOR TO ANY EARTH MOVING ACTIVITIES, PURSUANT TO ACT 187.

UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY CALLING

1-800-242-1776.

5. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS ON THE

CONSTRUCTION PLANS APPROXIMATE LOCATIONS DELINEATED FROM

LIMITED FIELD MARKINGS AND AVAILABLE RECORDS. THEREFORE, ANY

UTILITIES NOT SHOWN OR NOT LOCATED AS SHOWN, SHALL NOT BE THE

CAUSE OF THE CONTRACTOR TO DENY RESPONSIBILITY FOR PROTECTION

AND/OR REPAIR DURING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING FACILITIES AND PROVIDE ALL PROTECTIVE MEASUREMENTS,

RESTRAINTS AND APPURTENANCES AS NECESSARY.

6. THESE DESIGN DRAWINGS MUST BE WORKED IN CONJUNCTION WITH THE

PROJECT MANUAL/SPECIFICATIONS.

7. CONTRACTOR SHALL PROVIDE ALL FITTINGS NECESSARY TO MAINTAIN

HORIZONTAL AND VERTICAL ALIGNMENT OF PIPELINES.

8. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE, PROPER

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL CONFORM TO

ALL LOCAL, STATE AND FEDERAL REGULATIONS.

9. CONTRACTOR SHALL USE RUBBER - TRACKED EXCAVATOR OR PROVIDE 1"

THICK (MINIMUM) MATTING TO PROTECT PAVED LOCAL MUNICIPAL, STATE

AND PRIVATE ROAD SURFACES, DURING TRENCHING, EXCAVATION AND

GENERAL CONSTRUCTION OPERATIONS.

10. CONTRACTOR IS RESPONSIBLE TO MAINTAIN SERVICES TO ALL RESIDENCES

THROUGHOUT CONSTRUCTION.

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

00 2000' 4000'

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

CPA PROJECT #17297218

PA ONE CALL SERIAL NUMBER

20261740018 (PRELIM DESIGN 06.23.26)

20262372063 (PRELIM DESIGN 08.25.26)

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

FRACKVILLE AREA MUNICIPAL

AUTHORITY

42 S CENTER ST

FRACKVILLE, PA. 17931

email: mew@fama874.com phone: 570-874-3589

MARY ELLEN

WYSOCHANSKY

FRACKVILLE BOROUGH OF 42 S CENTER ST

FRACKVILLE, PA. 17931

email: brendadeeter@hotmail.com phone: 570-874-3860 OFFICE PERSONNEL

VERIZON PENNSYLVANIA LLC 1call-verizon-pade@verizon.com OFFICE PERSONNEL

PENNSYLVANIA AMERICAN WATER

306 W FRONT ST

PO BOX 249

BERWICK, PA. 18603

email:

bradley.sauers@amwater.com phone: 570-452-0560

BRAD SAUERS

PPL ELECTRIC UTILITIES

CORPORATION

437 BLUE CHURCH RD

PAXINOS, PA. 17860

EMAIL: dlhaupt@pplweb.com

PHONE: 570-490-5684 DOUG HAUPT

SERVICE ELECTRIC CABLEVISION INC

380 MAPLEWOOD DRIVE

PO BOX R

HAZLE TWP, PA. 18202

EMAIL: robert.trently@secv.com

PHONE: 570-454-3841 EXT. 812 ROBERT TRENTLY

FRACKVILLE, PA 17931

4140.087

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Sep. 2, 2026 H:\0004140.087\04-CAD\SheetFiles\G-001.dwgLa st

E di te d by : m hi es te r

G-001

O U

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AS NOTED

LIMIT OF DISTURBANCE

FILTER BAG INLET PROTECTION

Bh SwDSTA 1+84

INV IN 1473.99 (12")

CB-2

STA 0+26

1+840+00 0+40 0+80 1+20 1+60

CB-1

STA 0+00

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+801+84

CB-2

STA 0+26

TOP 1477.67

INV IN 1474.96 (12")

INV OUT 1474.79 (12")

154' of 12" RCP @ 0.52%

1+80 1+84

STA 1+84

INV IN 1473.99 (12")

CB-1

STA 0+00

TOP 1477.89

INV OUT 1475.07 (12")

22' of 12" RCP @ 0.49%

R M

A N

D P

R O

4) C

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CONTRACTOR TO CORE BORE THROUGH EXISTING INLET AND PROVIDE

WATER-TIGHT SEAL AROUND INSTALLED PIPE.

2. CONTRACTOR SHALL REPLACE ANY CONCRETE CURB DAMAGED DURING

CONSTRUCTION.

SOIL TYPES

UU URBAN LAND UDULTS COMPLEX

E&S LEGEND

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS DISTURBED

DURING CONSTRUCTION SHALL BE REPLACED AND RE-INSTALLED AT ITS

EXISTING LOCATION.

4140.087

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Sep. 2, 2026 H:\0004140.087\04-CAD\SheetFiles\C-101.dwgLa st

E di te d by : m hi es te r

C-101

O U

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AS NOTED

SCALE:1 1" = 20'

SPRING STREET STORMWATER PLAN (STA 0+00 TO STA 1+84)

00 20' 40'

SCALE:2 H: 1" = 20'

SPRING STREET STORMWATER PROFILE (STA 0+00 TO STA 1+84)

V: 1" = 2'

00 20' 40'

00 2' 4'

TYPE-M FILTER BAG

INLET PROTECTION

ES-502

C O

R U

O N

A N

D R

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES & DRAWING CONVENTIONS.

2. ANY SIGNAGE LOCATED ALONG PROJECT CORRIDOR THAT IS DISTURBED

DURING CONSTRUCTION SHALL BE REPLACED AND RE-INSTALLED AT ITS

EXISTING LOCATION.

4140.087

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Sep. 2, 2026 H:\0004140.087\04-CAD\SheetFiles\C-501.dwgLa st

E di te d by : m hi es te r

C-501

O U

G H

O F

R O

U G

H O

, S C

H U

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KJL

MAH

AS NOTED

SCALE:1 NONE

2'x4' PENNDOT TYPE "M" INLET

BICYCLE SAFETY GRATE

(STRUCTURAL STEEL)

TYPE "M" INLET CONCRETE

TOP UNIT

GRADE ADJUSTMENT RING

INLET BOX

6" BEDDING

HAUNCHING

12"

N O

. 2 A

E R

O F

N D

O T

, 1

R O

R D

O M

" L

, 8

" V

O R

12"

PIPE

REFER TO SURFACE

RESTORATION DETAILS

M F

G R

SCALE:2 TRENCH RESTORATION DETAIL

TYPICAL STONE BACKFILL

NONE

1'-0"

CUTBACK

(TYP.)

REFER TO TRENCH

RESTORATION DETAILS

SCALE:3 FOR PAVED ROADWAY

SURFACE RESTORATION DETAIL

SAW-CUT FULL DEPTH

EXIST. PAVEMENT

(INITIAL SAW-CUT) (TYP.)

SAW-CUT FULL DEPTH

EXIST. PAVEMENT (TYP.)

1-1/2" SUPERPAVE ASPHALT DESIGN,

9.5MM, PG 64-22, SRL E, WEARING COURSE

12" WIDE BITUMINOUS

SEAL PG 64S-22 (TYP.)

2-1/2" MIN. SUPERPAVE ASPHALT DESIGN,

19.0 MM, PG 64-22, BINDER OR TO A DEPTH

OF EXIST. BINDING COURSE, WHICHEVER

IS GREATER (IF REQUIRED)

5" MIN. SUPERPAVE ASPHALT DESIGN,

25.0 MM, PG 64-22, BASE OR TO A DEPTH

OF EXIST. BASE COURSE, WHICHEVER

IS GREATER

NOTES:

1. EXISTING PAVEMENT MARKINGS SHALL BE REPLACED IF DISTURBED.

NONE

" 18

2"DEEP

3/16" WIDE

CONTRACTIO

N JO

INT SPACING

'-0

" M

AX TO

4'- 0"

MIN

SEE NOTE 2.

SCALE:4 NONE

PLAIN CEMENT CONCRETE CURB

CONTRACTION JOINT

SEE DETAIL "A"

PENNDOT CLASS

A CONCRETE

1/4" RADIUS 3/4" RADIUS

DETAIL "A"(TYP.) CROSS-SECTION

NOTES:

1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTION

630 FOR PLAIN CEMENT CONCRETE CURB.

2. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.

3. PLACE 3/4" THICK PREMOLODED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THE END OF

THE WORK DAY. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS

SECTIONAL AREA OF CURB.

4. WHERE CURBS ARE INSTALLED ADJACENT TO PARKING LANES A 6" HIGH CURB CAN BE UTILIZED WITH

APPROVAL FROM THE LOCAL MUNICIPALITY.

O L

N O

N A

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4140.087

2 3

1 2 3

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PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Sep. 2, 2026 H:\0004140.087\04-CAD\SheetFiles\ES-501.dwgLa st

E di te d by : m hi es te r

ES-501

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AS NOTED

STANDARD NOTES

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

ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION

DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF

EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT

OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.

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

AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE

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

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING

AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS.

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

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT

AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND

287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

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

THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

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

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED

FOR RE-USE).

CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES

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

ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE

FILL.

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS:

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A

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

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA. CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE. THESE

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

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DIRECTED INTO A PUMPED WATER FILTER BAG AND DISCHARGED

TO AN UNDISTURBED VEGETATED AREA.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

15. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME

OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

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

18. AREAS WHICH ARE TO BE TOP SOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL SLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN

ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

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

21. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

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

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

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

SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

25. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

26. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

27. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE

CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

28. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMPS.

30. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID RE-VEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION.

32. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL

PENALTIES FOR EACH VIOLATION.

33. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES.

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

ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

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

36. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

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

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

38. SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE SURFACE WATERS.

39. SEDIMENT BASINS SHALL BE PROTECTED FROM UNAUTHORIZED ACTS BY THIRD PARTIES.

40. ANY DAMAGE THAT OCCURS IN WHOLE OR IN PART AS A RESULT OF BASIN OR TRAP DISCHARGE SHALL BE IMMEDIATELY REPAIRED BY THE PERMITTEE IN A PERMANENT MANNER SATISFACTORY TO THE MUNICIPALITY, LOCAL CONSERVATION

DISTRICT, AND THE OWNER OF THE DAMAGED PROPERTY.

41. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO THE MUNICIPAL INSPECTOR, LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

42. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

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Entech Engineering - Printed: Sep. 2, 2026 H:\0004140.087\04-CAD\SheetFiles\ES-502.dwgLa st

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ES-502

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PUMPED WATER FILTER BAG

STANDARD CONSTRUCTION DETAIL #3-16

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL

SEWN WITH HIGH STRENGTH, DOUBLE STICHED "J" TYPE SEAMS. THEY SHALL BE

CAPABLE OF TRAPPING PARTICLES LARGER THAN 151 MICRONS. HIGH VOLUME FILTER

BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING

STANDARDS:

PROPERTY TEST METHOD MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 lb/in

GRAB TENSILE ASTM D-4632 205 lb

PUNCTURE ASTM D-4833 110 lb

MULLEN BURST ASTM D-3786 350 psi

UV RESISTENCE ASTM D-4355 70%

AOS % RETAINED ASTM D-4751 80 SieveNOTES:

1. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO

FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

2. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE

PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

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

SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

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

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

5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

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

NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

WELL VEGETATED, GRASSY AREA

PUMP

INTAKE HOSE

CLAMPS

DISCHARGE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

INTAKE HOSE

CLAMPS

DISCHARGE HOSE

PUMP

WELL VEGETATED, GRASSY AREA

ELEVATION VIEW

PLAN VIEW

COMPOST FILTER

SOCK RING REQUIRED

FOR THIS INSTALLATION

NOTE:

FOR SPECIAL PROTECTION WATERSHED, COMPOST BERM OR COMPOST FILTER SOCK SHALL

BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FT. OF ANY

RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

FILTER BAG

2 MIN. (TYP.)

INSTALLATION DETAIL

ISOMETRIC VIEW

PLAN VIEW

SCALE:2 NONE

FILTER BAG INLET PROTECTION - TYPE M INLET

STANDARD CONSTRUCTION DETAIL #4-16

WIDTH LENGTH

FLOW

ELEVATION VIEW FLOW

NOTES:

1. MAXIMUM DRAINAGE AREA= 1/2 ACRE

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

BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS.

3. ROLLED EARTHEN BERM SHALL BE PROVIDED AND MAINTAINED IMMEDIATELY DOWN GRADIENT OF THE PROTECTED INLET UNTIL ROADWAY IS STONED. ROAD SUB-BASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL

ROADWAY SURFACE RECEIVES FINAL COAT.

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

BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.

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

BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY

HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR

CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE

OF ACCUMULATED SEDIMENT AS WELL AS ALL USE BAGS ACCORDING TO THE PLAN NOTES

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

STORM

INLET

EXTEND BERM OVER CURB

IF RUN-OFF IS BYPASSING

INLET ON LANDWARD SIDE

Sheets and Views

G-001-G-001

C-101-24x36

C-501-24x36

ES-501-24x36

ES-502-24x36

File details come from the government source that posted it. Updated Sep 30, 2026.