2-Ashley Way Bid Set 5-28-26.pdf
PDF 4 MB Posted
- Solicitation number
- Not on record
- Issued by
- Berks County, Pennsylvania
About this file
This is a bid set document for the Schuylkill Valley School District Ashley Way Water Connection Project, prepared by engineering firm Spotts, Stevens & McCoy for the Borough of Leesport, Berks County, Pennsylvania. The project consists of installing approximately 875 linear feet of 8-inch ductile iron pipe (DIP) water main, including a meter pit, connections to existing water mains, associated fittings and valves, and restoration of disturbed areas. The project site is located at Ashley Way near Schuylkill Valley Elementary School in Ontelaunee Township, Berks County. Sealed bids are due online through the PennBid Program by 10:00 am local time on June 16, 2026, with paper bids not accepted. The construction documents were issued for bidding on May 28, 2026, and include water line layout plans, profiles, erosion and sedimentation control plans and narratives, construction details, and meter pit specifications. All proposed work shall comply with Pennsylvania Act 287 utility notification requirements, with contractors required to contact the One Call System at least three working days prior to construction start.
Bid security and performance and payment bonds equal to 100% of the contract amount are required from the successful bidder. Pennsylvania prevailing wage rates apply to all work performed on the project. The bid documents indicate contact information for several utility companies that may be affected by the construction, including Crown Castle (fiber optic), Pennsylvania Electric Company, Cable Protection Services Inc., and Frontier Communications. The project limits disturbance to approximately 0.104 acres, with work confined to areas near the school parking lot and driveway. Temporary and permanent erosion and sedimentation control measures, including filter socks, inlet protection, and permanent seeding with mulching, are specified throughout the construction sequence. All construction vehicles must be cleaned of sediment before leaving the site, and excess materials must be removed or legally disposed of. The Borough of Leesport reserves the right to reject any or all bids submitted and to waive any informalities in the bidding process.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Project Manual.pdf | ||
| 3-Addendum No. 1.pdf |
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Text version
1047 North Park Road Reading, PA 19610-0307 610.621.2000
701 Creekside Lane Lititz, PA 17543 717.568.2678
Engineers and Consultants
SPOTTS, STEVENS & MCCOY
ssmgroup.com
READING
LANCASTER
Roma Corporate Center, Suite 106 1605 N Cedar Crest Blvd Allentown, PA 18104 610.849.9700
LEHIGH VALLEY
101 East Evans Street West Chester, PA 19380 610.621.2000
WEST CHESTER
100499.0088-G.0-01
INDEX TO DRAWINGS
DWG NO. DESCRIPTION
G.0-01 COVER SHEET
W.1-01 WATER LINE LAYOUT PLAN
W.1-02 WATER LINE PROFILE
LOCATION MAP
PLAN SUBMITTAL/REVISION DATE
ISSUED FOR BIDDING 05/28/26
W.2-50 W.2-51 W.2-52
EROSION & SEDIMENTATION CONTROL PLAN
EROSION & SEDIMENTATION CONTROL NARRATIVE
EROSION & SEDIMENTATION CONTROL DETAILS
W.6-01 W.6-02
CONSTRUCTION DETAILS
METER PIT DETAILS
CROWN CASTLE
1500 CORPORATE DRIVE
CANONSBURG, PA 15317
CONTACT: FIBER DIG TEAM PERSONNEL
EMAIL: fiber.dig@crowncastle.com 800-654-3110
PENNSYLVANIA ELECTRIC CO.
341 WHITE POND DRIVE
AKRON, OH, 44320
CONTACT: MELLYSSA ADAMS
EMAIL: madams@firstenergycorp.com 330-252-4013
CABLE PROTECTION SERVICES INC.
PO BOX 4846
MIDLOTHIAN, VA 23112
CONTACT: DEBBIE KING
EMAIL: debbie_king@cableps.com 804-562-3409
FRONTIER COMMUNICATIONS OF PA INC.
300E LAIRD STREET
WILKES BARRE, PA 18702
CONTACT: MICHAEL NAVICH
EMAIL: michael.navich@ftr.com 570-208-3375
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COPYRIGHT 2026 SPOTTS, STEVENS & MCCOY
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SCALE: 1" = 1000'
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BOROUGH OF LEESPORT
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BERKS COUNTY, PA
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BY
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PREPARED FOR
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SCHUYLKILL VALLEY SCHOOL DIST.
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ASHLEY WAY WATER CONNECTION
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DIGITAL FILENAME: 100499.0088-G.0-01
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SITE
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Way (T-747)
Schuylkill Valley
Elementary School
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W1-01
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AutoCAD SHX Text Ryder Truck Rental, Inc. Instrument No. 2016032557 PIN 68540100006261
AutoCAD SHX Text Bellante Properties Instrument No. 2014006766 PIN 68540100005809
AutoCAD SHX Text Ashley Furniture Industries, Inc. R.B.V. 4203, Page 731 PIN 68540100020080
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8" GV
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%%USOURCE OF TITLE
AutoCAD SHX Text BEING THE SAME PROPERTY WHICH NORTH CENTRAL BERKS SCHOOL AUTHORITY BY DEED DATED OCTOBER 1, 1985 AND RECORDED IN RECORD BOOK VOLUME 1885, PAGE 216, BERKS COUNTY RECORDS AT READING, PENNSYLVANIA, GRANTED AND CONVEYED UNTO SCHUYLKILL VALLEY SCHOOL DISTRICT. PIN 68540005293976
AutoCAD SHX Text COORDINATES ARE BASED ON NORTH AMERICAN DATUM OF 1983 AND ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988, OBTAINED BY A VIRTUAL REFERENCE SPATIAL SYSTEM.
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%%UPROJECT DATUM
AutoCAD SHX Text PA ONE CALL SERIAL NUMBER: 20261472744 MUNICIPALITY: ONTELAUNEE TOWNSHIP, BERKS COUNTY IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PENNSYLVANIA ACT 287 AND TO CONTACT THE "ONE CALL SYSTEM" THREE (3) WORKING DAYS (UNLESS OTHERWISE NOTED) PRIOR TO START OF CONSTRUCTION.
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NOTES: 1. ALL PROPOSED PIPE SHALL BE CLASS 52 UNLESS OTHERWISE NOTED. ALL PROPOSED PIPE SHALL BE CLASS 52 UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROTECT ALL UTILITIES ABOVE AND BELOW GROUND, TO CONTRACTOR SHALL PROTECT ALL UTILITIES ABOVE AND BELOW GROUND, TO UTILITY OWNER'S SATISFACTION AT NO ADDITIONAL COST. 4. ANY UTILITY DISTURBED BY CONTRACTOR SHALL BE RESTORED TO THEIR ANY UTILITY DISTURBED BY CONTRACTOR SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. 5. ALL FITTINGS AND VALVES SHALL UTILIZE MEGALUG JOINT RESTRAINT. ALL FITTINGS AND VALVES SHALL UTILIZE MEGALUG JOINT RESTRAINT. 6. A MINIMUM OF 2 JOINTS ON EACH SIDE OF A FITTING SHALL BE RESTRAINED A MINIMUM OF 2 JOINTS ON EACH SIDE OF A FITTING SHALL BE RESTRAINED WITH FIELD-LOK GASKETS. 7. CONTRACTOR SHALL VERIFY LINE SIZES, ELEVATIONS OF EXISTING WATER LINES CONTRACTOR SHALL VERIFY LINE SIZES, ELEVATIONS OF EXISTING WATER LINES PRIOR TO MAKING CONNECTIONS. 8. ALL EXISTING VALVES NO LONGER IN SERVICE SHALL BE ABANDONED IN PLACE ALL EXISTING VALVES NO LONGER IN SERVICE SHALL BE ABANDONED IN PLACE AND VALVE BOXES SHALL BE REMOVED AT NO ADDITIONAL COST. 9. EXISTING FIRE HYDRANTS NO LONGER IN SERVICE SHALL BE REMOVED BY EXISTING FIRE HYDRANTS NO LONGER IN SERVICE SHALL BE REMOVED BY CONTRACTOR AT NO ADDITIONAL COST AND BACKFILLED WITH 2A STONE. 10. CONTRACTOR SHALL NOT USE RISER ADJUSTMENT ON SANITARY MANHOLES. CONTRACTOR SHALL NOT USE RISER ADJUSTMENT ON SANITARY MANHOLES.
Ashley Way
Parking Lot / Driveway
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Way (T-747) Ashley
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AutoCAD SHX Text Ashley Furniture Industries, Inc. R.B.V. 4203, Page 731 PIN 68540100020080
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LOCATION MAP SCALE:1"=1000'
AutoCAD SHX Text THE PROJECT SITE IS NOT LOCATED WITHIN ANY FLOOD PLAIN AREAS AS PER FEMA PANEL NUMBER 42011C0354G, EFF. 7-03-12.
AutoCAD SHX Text PROJECT IS LOCATED WITHIN THE SCHUYLKILL RIVER WATERSHED. THE RIVER IS CLASSIFIED AS A WARM WATER FISHES (WWF) AND MIGRATORY FISHES (MF) IN CHAPTER 93.
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%%UE & S PLAN PREPARER:
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ROMA CORP. CENTER
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1605 N. CEDAR CREST BLVD, SUITE 106
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(610) 849-9700
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ALLENTOWN, PA 18104
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SSM GROUP, INC.
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JASON M. NEWHARD
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%%UE & S LEGEND
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SOIL TYPE BOUNDARY LINE
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LIMITS OF DISTURBANCE - 0.104 ACRES
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INLET PROTECTION
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IP
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FILTER SOCK
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FS
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FH
AutoCAD SHX Text Exist. Water Lateral
AutoCAD SHX Text Exist. Utility Pole & Pole w/Guy
AutoCAD SHX Text Exist. Water Line
AutoCAD SHX Text Exist. Storm Sewer Line
AutoCAD SHX Text Exist. Sanitary Line
AutoCAD SHX Text Exist. Light Pole
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AutoCAD SHX Text Exist. Water Valve
AutoCAD SHX Text Exist. Sign
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%%ULEGEND
AutoCAD SHX Text Exist. Right-Of-Way Line
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18" CPP
AutoCAD SHX Text Inlet
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LP
AutoCAD SHX Text San. MH
AutoCAD SHX Text Tele. MH
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WV
AutoCAD SHX Text Exist. Fire Hydrant
AutoCAD SHX Text Exist. Telephone Manhole
AutoCAD SHX Text Exist. Sanitary Manhole
AutoCAD SHX Text Exist. Storm Sewer Inlet
AutoCAD SHX Text Exist. Tree
AutoCAD SHX Text Exist. Property Line
AutoCAD SHX Text Exist. Curb
AutoCAD SHX Text Exist. Gas Line (Approx. Loc.)
AutoCAD SHX Text G
AutoCAD SHX Text Exist. Underground Electric Line
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AutoCAD SHX Text Exist. Water Curb Stop
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CS
AutoCAD SHX Text Exist. Gas Valve
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GV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text Exist. Underground Telephone Line
AutoCAD SHX Text Tel
AutoCAD SHX Text S
AutoCAD SHX Text Existing Features Have Slanted Text Labels
AutoCAD SHX Text Exist. 5' Contour
AutoCAD SHX Text Exist. 1' Contour
AutoCAD SHX Text Exist. Overhead Wires
AutoCAD SHX Text OH Wires
AutoCAD SHX Text Storm MH
AutoCAD SHX Text Exist. Sanitary Manhole
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PROPOSED WATER LINE
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SITE
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%%USOIL TYPES FROM USDA WEB SOIL SURVEY%%U:
AutoCAD SHX Text DbA - Duffield silt loam, 0 to 3 percent slopes
AutoCAD SHX Text DbB - Duffield silt loam, 3 to 8 percent slopes
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THE EARTH'S SURFACE
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NOTIFICATION OF EXCAVATORS, DESIGNERS,
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PENNSYLVANIA ACT 38
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ANYWHERE
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IN THE COMMONWEALTH.
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OR ANY PERSON PREPARING TO DISTURB
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(1991) REQUIRES
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8/01/24 100499.0088
W2-51
100499.0088
W.2-51
SOILS INFORMATION
THE SOIL TYPES FOR THE PROJECT ARE SHOWN ON THE EROSION AND
SEDIMENTATION CONTROL PLAN SHEETS. THE SOIL TYPES ARE FROM
THE USDA WEB SOIL SURVEY.
LAND USES: PAST, PRESENT, AND PROPOSED
THE PROJECT SITE, AS IT IS TODAY, WILL REMAIN THE SAME AFTER
CONSTRUCTION ACTIVITIES ARE COMPLETED.
RECEIVING WATERS OF THE COMMONWEALTH CH. 93 CLASSIFICATION
THE PROJECT SITE DRAINS TO THE SCHUYLKILL RIVER, WHICH IS
CLASSIFIED AS WARM WATER FISHES (WWF) AND MIGRATORY FISHERY
( MF) ACCORDING TO PA CHAPTER 93 WATER QUALITY STANDARDS.
THERE ARE NO WETLANDS WITHIN THE PROJECT SITE. THE PROJECT
SITE IS NOT LOCATED WITHIN ANY FLOODPLAINS AS SHOWN ON THE
E&S PLANS.
DESCRIPTION OF BMPS
BMPS USED PRIOR TO CONSTRUCTION
PRIOR TO THE START OF CONSTRUCTION, A STAGING AREA WILL BE
ESTABLISHED IN A LOCATION MUTUALLY AGREED UPON BY THE
CONTRACTOR AND THE OWNER. THE STAGING AREA SHALL BE
MAINTAINED IN AN ORDERLY FASHION AND WILL BE REQUIRED TO
INSTALL ALL NECESSARY BMP MEASURES IN ORDER TO ALLOW
NON-SEDIMENT LADEN RUNOFF FROM THE STAGING AREA. ROCK
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS INDICATED ON
THE PLANS.
BMPS USED DURING CONSTRUCTION
DURING CONSTRUCTION, ALL EROSION AND SEDIMENTATION
CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS
AND SPECIFICATIONS PROVIDED ON THE PLANS AND IN THIS REPORT.
ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED
AND STABILIZED PRIOR TO SITE DISTURBANCE AND CONSTRUCTION.
THE FOLLOWING TEMPORARY CONTROL MEASURES WILL BE USED
DURING CONSTRUCTION ACTIVITIES:
1. INLET FILTER BAG PROTECTION.
2. COMPOST FILTER SOCK.
BMPS USED AFTER CONSTRUCTION
AFTER ALL CONSTRUCTION ACTIVITIES ARE COMPLETE, ALL REMAINING
DISTURBED AREAS WILL BE STABILIZED WITH PERMANENT SEEDING.
AFTER FINAL STABILIZATION (MINIMUM UNIFORM 70% PERENNIAL
VEGETATION COVER OR PERMANENT NON-VEGETATIVE COVER WITH A
DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION AND
SEDIMENTATION) HAS BEEN ACHIEVED, THE CONTRACTOR MUST
REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS.
ANY AREAS THAT ARE DISTURBED DURING REMOVAL OF THE
TEMPORARY CONTROL MEASURES MUST BE STABILIZED IMMEDIATELY.
ALL PERMANENT CONTROL MEASURES USED AFTER CONSTRUCTION
SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND
SPECIFICATIONS PROVIDED ON THE PLANS. THE FOLLOWING
PERMANENT CONTROL MEASURES WILL BE USED AFTER
CONSTRUCTION:
1. PERMANENT RESTORATION.
STAGING OF EARTHMOVING ACTIVITIES
GENERAL COMMENTS
1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROLS PROPOSED FOR THIS PROJECT. EROSION
AND SEDIMENT CONTROLS SHALL BE CONSTRUCTED, STABILIZED,
AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE
TRIBUTARY AREAS OF THOSE CONTROLS.
2. A COPY OF THE EROSION & SEDIMENT CONTROL PLANS SHALL BE
POSTED AT THE CONSTRUCTION SITE IN ACCORDANCE WITH
PENNSYLVANIA STATE LAW.
3. THE GENERAL CONTRACTOR SHALL NOTIFY THE BERKS COUNTY
CONSERVATION DISTRICT AT LEAST 72 HOURS PRIOR TO THE
START OF CONSTRUCTION.
4. ALL CONSTRUCTION VEHICLES SHALL BE ADEQUATELY CLEANED
OF ALL SEDIMENT PRIOR TO LEAVING THE SITE VIA THE MACADAM
ROAD SURFACE. OTHERWISE, ALL CONSTRUCTION VEHICLES
SHALL LEAVE THE SITE VIA A FLATBED TRAILER AND SHALL BE
LOADED WITHIN THE LIMITS OF DISTURBANCE. THE FLATBED
TRAILER SHALL REMAIN ON THE MACADAM ROAD SURFACE AT
ALL TIMES.
5. CONSTRUCTION SHALL REMAIN WITHIN THE LIMITS OF
DISTURBANCE UNTIL THE WORK IS STABILIZED. 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.
6. AREAS UTILIZED FOR CONSTRUCTION STAGING AND LAY DOWN
SHALL BE STABILIZED AT ALL TIMES DURING CONSTRUCTION.
7. ALL STRIPPING OF VEGETATION, GRADING, FILLING AND
EXCAVATION SHALL BE DONE IN SUCH A WAY AS TO MINIMIZE
EROSION. WHEREVER NOTED ON THE PLANS, NATURAL
VEGETATION SHALL BE RETAINED, PROTECTED AND
SUPPLEMENTED. DISTURBED AREAS SHALL BE KEPT TO A
PRACTICAL MINIMUM AND STABILIZED AS QUICKLY AS POSSIBLE
IN ACCORDANCE WITH THE TEMPORARY OR PERMANENT
MEASURES OUTLINED IN THE SEEDING AND MULCHING
SCHEDULES.
8. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND
STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS,
AND OTHER OBJECTIONABLE MATERIAL.
9. 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. STOCKPILES SHALL BE STABILIZED IMMEDIATELY.
10. ALL CONSTRUCTED AND DISTURBED SLOPES (3:1 OR STEEPER)
SHALL BE SEEDED AND STABILIZED WITH EROSION CONTROL
BLANKET.
11. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS
NOT TO EXCEED 9 INCHES IN THICKNESS.
12. 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. FROZEN MATERIALS
OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL
NOT BE INCORPORATED INTO FILLS. FILL SHALL NOT BE PLACED
ON SATURATED OR FROZEN SURFACES.
13. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S
PLAN APPROVED BY A COUNTY CONSERVATION DISTRICT OR DEP
FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.
14. SEDIMENT REMOVED FROM EROSION AND SEDIMENT CONTROLS
MAY BE USED AS TOPSOIL, IF SUITABLE, OR SHALL BE PROPERLY
DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP
SLOPES, WETLANDS, FLOODPLAINS AND DRAINAGE SWALES, OR
DISPOSED OF LEGALLY, OFFSITE.
15. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A
MINIMUM DEPTH OF 4 INCHES PRIOR TO PLACEMENT OF TOPSOIL.
AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF
TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL 3:1
OR GREATER SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.
16. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A
DIRT BAG FILTRATION DEVICE (I.E.: PUMPED WATER FILTER BAG),
OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OVER STABILIZED
AREAS DOWNSTREAM OF ANY EARTH DISTURBANCE. DISCHARGE
POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM
DISTANCE TO ACTIVE WATERWAYS.
17. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION
SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND
SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED
METHOD.
18. STORMWATER RUNOFF SHALL BE PREVENTED FROM ENTERING
STORM SEWER FACILITIES VIA AN OPEN TRENCH. IF ANY
EMERGENCY REPAIRS/REPLACEMENT OF STORM SEWER
FACILITIES MUST OCCUR, RUNOFF SHALL BE PREVENTED FROM
ENTERING THE FACILITIES AT THE POINTS OF
REPAIR/REPLACEMENT.
19. UPON REDUCTION, LOSS OR FAILURE OF THE EROSION AND
SEDIMENT CONTROLS, IMMEDIATE ACTION SHALL BE TAKEN TO
RESTORE THE CONTROLS OR PROVIDE AN ALTERNATIVE METHOD
OF CONTROL.
20. WHERE EROSION AND SEDIMENT CONTROLS ARE FOUND TO BE
INOPERATIVE OR INEFFECTIVE DURING AN INSPECTION, OR ANY
OTHER TIME, THE GENERAL CONTRACTOR SHALL IMMEDIATELY
CONTACT THE BERKS COUNTY CONSERVATION DISTRICT, BY
PHONE OR PERSONAL CONTACT, FOLLOWED BY THE SUBMISSION
OF A WRITTEN REPORT WITHIN FIVE (5) DAYS OF THE INITIAL
CONTACT.
21. IN THE EVENT THAT ARCHEOLOGICAL ARTIFACTS ARE
DISCOVERED, THE GENERAL CONTRACTOR SHALL ENSURE
PROTECTION AND REPORT THE DISCOVERY TO THE OWNER AND
THE DIRECTOR OF THE BUREAU OF HISTORIC PRESERVATION,
HISTORICAL AND MUSEUM COMMISSION, P.O. BOX 1026,
HARRISBURG, PA 17120.
22. IF SINKHOLES ARE ENCOUNTERED DURING CONSTRUCTION, THE
OWNER SHALL RETAIN THE SERVICES OF A QUALIFIED
GEOLOGIST OR GEOTECHNICAL ENGINEER FOR THEIR
PROFESSIONAL OPINION AND REMEDIAL RECOMMENDATIONS.
23. ANY AND ALL SEDIMENT TRACKED ONTO ADJACENT ROADS OR
PARKING AREAS SHALL BE REMOVED AND RETURNED TO THE
CONSTRUCTION AREA, BY THE END OF EACH WORKING DAY.
REMOVAL MAY BE COMPLETED THROUGH USE OF MECHANICAL
OR HAND TOOLS, BUT SEDIMENT SHALL NEVER BE WASHED OFF
THE ROAD SURFACE WITH WATER.
24. 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.
25. UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR
ANY STAGE OR PHASE OF AN ACTIVITY, THE OPERATOR SHALL
IMMEDIATELY STABILIZE THE DISTURBED AREAS SO AS TO
PROTECT FROM ACCELERATED EROSION. DURING
NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE
SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT
FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1
YEAR MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY
SEEDING SPECIFICATIONS. DISTURBED AREAS, WHICH ARE
EITHER AT FINISHED GRADE OR WILL NOT BE RE-DISTURBED
WITHIN 1 YEAR, MUST BE STABILIZED IN ACCORDANCE WITH
PERMANENT SEEDING SPECIFICATIONS.
26. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND
PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE
OWNER AND/OR OPERATORS SHALL CONTACT THE BERKS
COUNTY CONSERVATION DISTRICT FOR A FINAL INSPECTION
PRIOR TO THE REMOVAL OF TEMPORARY EROSION AND
SEDIMENT CONTROLS.
27. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL
STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM
PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT
NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST
ACCELERATED SURFACE EROSION AND SUBSURFACE
CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER
MOVEMENTS. AFTER FINAL SITE STABILIZATION HAS BEEN
ACHIEVED, TEMPORARY EROSION AND SEDIMENT CONTROLS
SHALL BE REMOVED. AREAS DISTURBED DURING REMOVAL OF
THE CONTROLS SHALL BE STABILIZED IMMEDIATELY.
28. ALTERNATE PRODUCTS TO THOSE SPECIFIED ON THE DRAWINGS
MUST BE REVIEWED AND APPROVED AS EQUAL BY THE OWNER,
ENGINEER AND CONSERVATION DISTRICT.
29. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR
DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN
ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE
MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1
E. SEQ. AND 287.1 ET SEQ.
30. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE
SITE, THE OPERATOR SHALL ASSURE THAT EACH SPOIL OR
BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN
APPROVED BY THE GOVERNING CONSERVATION DISTRICT, AND
WHICH IS BEING IMPLEMENTED AND MAINTAINED IN
ACCORDANCE WITH CHAPTER 102 REGULATIONS. THE
OPERATOR SHALL NOTIFY THE BERKS COUNTY CONSERVATION
DISTRICT IN WRITING OF ALL RECEIVING SPOIL AND BORROW
AREAS ONCE THEY HAVE BEEN IDENTIFIED.
31. 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
BERKS COUNTY CONSERVATION DISTRICT OR DEP.
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 PENNSYLVANIA DEPARTMENT OF
ENVIRONMENTAL PROTECTION 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.
CONSTRUCTION SEQUENCE
ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN
ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL
BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS
BEFORE ANY FOLLOWING STAGE IS INITIATED. THE GENERAL
CONTRACTOR SHALL TAKE INTO ACCOUNT THE LOCAL WEATHER
FORECAST PRIOR TO BEGINNING ANY EXCAVATION ACTIVITIES.
DEVIATION FROM THAT SEQUENCE MUST BE APPROVED BY THE BERKS
COUNTY CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO
IMPLEMENTATION. EACH STEP OF THE SEQUENCE SHALL BE
COMPLETED BEFORE PROCEEDING TO THE NEXT STEP, EXCEPT
WHERE NOTED.
AT LEAST SEVEN (7) DAYS BEFORE STARTING ANY EARTH
DISTURBANCE ACTIVITIES, THE OPERATOR SHALL CONTACT ALL
CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL
APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT
CONTROL PLAN PREPARER, AND A REPRESENTATIVE OF THE BERKS
COUNTY CONSERVATION DISTRICT TO SCHEDULE AN ON-SITE
PRECONSTRUCTION MEETING. ALSO, AT LEAST THREE (3) DAYS
BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL
CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE
PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR BURIED
UTILITIES LOCATION.
1. DUE TO THE NATURE OF THIS PROJECT, NO ROCK
CONSTRUCTION ENTRANCES ARE PROPOSED. INSTEAD, ALL
CONSTRUCTION VEHICLES SHALL LEAVE THE SITE VIA A FLATBED
TRAILER AND SHALL BE LOADED WITHIN THE LIMITS OF
DISTURBANCE. ALL CONSTRUCTION VEHICLES SHALL BE
ADEQUATELY CLEANED OF ALL SEDIMENT PRIOR TO LEAVING THE
LIMIT OF DISTURBANCE. THE FLATBED TRAILER SHALL REMAIN
ON THE MACADAM ROAD SURFACE AT ALL TIMES.
2. DELINEATE AND MARK THE LIMIT OF DISTURBANCE (I.E. SURVEY
STAKES, POST AND ROPE, ORANGE CONSTRUCTION FENCE, ETC.).
ALL CONSTRUCTION ACTIVITIES SHALL REMAIN WITHIN THIS LIMIT
AT ALL TIMES.
3. INSTALL FILTER BAG INLET PROTECTION, AS INDICATED.
4. COMMENCE EXCAVATION AND WATER LINE INSTALLATION.
EXCAVATE TRENCH TO PROPOSED ELEVATION. THE QUANTITY
OF EXCAVATION COMPLETED IN ONE (1) DAYS' TIME SHALL BE
LIMITED TO THE AMOUNT OF PIPING WHICH CAN BE INSTALLED IN
ONE (1) WORKING DAYS' TIME PERIOD. ALL EXCAVATED
MATERIALS SHALL BE DEPOSITED UPSLOPE OF THE TRENCH. AS
SOON AS THE PIPE IS INSTALLED, PLACE DESIGNATED DIRECT
COVER AND DESIGNATED TRENCH BACKFILL, AND RESTORE
TRENCH TO NEAR ORIGINAL ELEVATION. BACKFILL TRENCH AT
END OF EACH WORK DAY. INITIAL GRADE MAY BE SLIGHTLY
LOWER THAN SURROUNDING ELEVATIONS TO MINIMIZE RUNOFF.
IN THE EVENT EXCESS FILL REMAINS AFTER BACKFILLING AND
COMPACTION IS COMPLETED, STOCKPILE SOIL AND INSTALL SILT
FENCE DOWNSLOPE OF STOCKPILE AREA. TEMPORARILY
STABILIZE STOCKPILE. TEMPORARY STOCKPILES SHALL BE
LOCATED WITHIN THE LIMIT OF DISTURBANCE. AT EARLIEST
CONVENIENCE, DISPOSE OF EXCESS FILL LEGALLY OFFSITE.
5. BACKFILL ANY SETTLED AREAS OF THE TRENCH TO MATCH
SURROUNDING GRADES. PERMANENTLY STABILIZE DISTURBED
AREAS.
6. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED,
TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE
REMOVED. AREAS DISTURBED DURING REMOVAL OF THE
CONTROLS SHALL BE STABILIZED IMMEDIATELY. AN AREA SHALL
BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN
IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE
COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A
DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE
EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO
RESIST SLIDING OR OTHER MOVEMENTS.
BMP MAINTENANCE AND OPERATION PROGRAM
1. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE
COMPLETE CONSTRUCTION, STABILIZATION AND MAINTENANCE
OF ALL EROSION AND SEDIMENT CONTROL FACILITIES.
2. STOCKPILES OF WOOD CHIPS, CRUSHED STONE, AND OTHER
MULCHES SHALL BE READILY AVAILABLE AT THE PROJECT SITE
AT ALL TIMES.
3. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION, THE
GENERAL CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE
AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS.
MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION
AND SEDIMENT CONTROLS FOR CONDITION AND INTEGRITY
AFTER EACH STORM EVENT, AND ON A WEEKLY BASIS. ALL
PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING
CLEANOUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,
REMULCHING, AND RENETTING SHALL BE PERFORMED
IMMEDIATELY. A WRITTEN REPORT MUST BE COMPLETED TO
DOCUMENT EACH INSPECTION AND ALL BMP REPAIR,
REPLACEMENT, AND MAINTENANCE ACTIVITIES. EROSION AND
SEDIMENT CONTROLS SHALL BE MAINTAINED IN THE FOLLOWING
MANNER:
INLET FILTER BAG PROTECTION:
A. FILTER BAGS SHALL TRAP ALL PARTICLES LARGER THAN 150
MICRONS.
B. INSTALL FILTER BAGS ACCORDING TO THE
MANUFACTURER'S SPECIFICATIONS.
C. INSPECT INLET FILTER BAGS ON A WEEKLY BASIS AND
AFTER EACH RUNOFF EVENT.
D. REMOVE SEDIMENT FROM INLET FILTER BAGS AFTER EACH
STORM EVENT, OR WHEN THE DISTANCE BETWEEN THE
GRATE AND THE SEDIMENT LEVEL IS REDUCED TO 18".
E. CLEAN AND/OR REPLACE FILTER BAGS WHEN THE BAG IS
ONE-HALF FULL.
F. REPLACE DAMAGED FILTER BAGS.
G. COMPLETE NEEDED REPAIRS IMMEDIATELY AFTER THE
INSPECTION.
COMPOST FILTER SOCK:
A. SEE DETAIL ON SHEET W.2-62 FOR INSTALLATION AND
MAINTENANCE DETAILS.
4. IF CONCENTRATED FLOWS ARE IDENTIFIED THAT ARE NOT
ADDRESSED IN THIS REPORT, THE APPROPRIATE STEPS SHALL
BE TAKEN TO MITIGATE THE CONDITION. CHANGES TO THE
DESIGN, CONFIGURATION OR TIMING OF ELEMENTS DESCRIBED IN
THIS REPORT MUST BE REPORTED TO THE APPROPRIATE
REGULATORY AUTHORITIES. THE FOLLOWING INSTRUCTIONS
SHALL BE FOLLOWED:
A. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP
DURING CONSTRUCTION, THE APPROPRIATE ACTION SHALL
BE TAKEN TO REMEDY SUCH CONDITIONS AND TO PREVENT
DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF
INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT.
STOCKPILES OF WOOD CHIPS, CRUSHED STONE AND
OTHER MULCHES SHALL BE HELD ONSITE TO DEAL
IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION.
B. THE GENERAL CONTRACTOR IS ADVISED TO BECOME
THOROUGHLY FAMILIAR WITH THE PROVISIONS OF
APPENDIX 64, EROSION CONTROL RULES AND
REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF
ENVIRONMENTAL PROTECTION, SUB-PART C, PROTECTION
OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES,
CHAPTER 102, EROSION CONTROL.
C. A COPY OF THIS EROSION AND SEDIMENT CONTROL
REPORT AND PLANS SHALL BE POSTED AT THE
CONSTRUCTION SITE IN ACCORDANCE WITH PENNSYLVANIA
STATE LAW.
PROCEDURES FOR DISPOSAL OF MATERIALS
POTENTIAL CONSTRUCTION WASTES ANTICIPATED FROM THIS
PROJECT INCLUDE BUT ARE NOT LIMITED TO: TOPSOIL/FILL MATERIAL,
BUILDING MATERIALS, AND EXCAVATED ROCK. ALL BUILDING
MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE,
RECYCLED, OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT
OF SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET
SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ.
EXCAVATED MATERIAL SHALL BE PLACED DIRECTLY INTO
CONSTRUCTION VEHICLES. ANY SOIL OR ROCK THAT IS REMOVED
FROM THE SITE WILL REQUIRE A SEPARATE EROSION AND
SEDIMENTATION CONTROL PLAN PROVIDED BY THE CONTRACTOR. ALL
SOILS REMOVED FROM AN E&S BMP DURING ROUTINE MAINTENANCE
SHALL BE REMOVED FROM THE PROJECT AREA AND TAKEN AS SOIL
STOCKPILE TO THE OFF-SITE STOCKPILE AREA.
GEOLOGIC CONDITIONS WITH POTENTIAL TO CAUSE POLLUTION
BASED ON SITE GEOLOGY, THERE ARE NO KNOWN GEOLOGIC
CONDITIONS WITH THE POTENTIAL TO CAUSE POLLUTION.
POTENTIAL THERMAL IMPACTS
SINCE THIS PROJECT ONLY INCLUDES TRENCHING FOR A WATER LINE
INSTALLATION, THERE IS NO POTENTIAL FOR THERMAL IMPACTS ON
SURFACE WATERS DURING OR AFTER CONSTRUCTION.
SEEDING AND MULCHING SCHEDULES
1. TEMPORARY SEEDING
A. TEMPORARY SEEDING SHALL BE DONE IN DISTURBED
AREAS WHERE NO ACTIVE WORK WILL BE PERFORMED.
ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED
MUST BE SEEDED AND MULCHED IMMEDIATELY.
B. DURING NON-GERMINATING PERIODS, ONLY MULCH
SHOULD BE APPLIED AT THE RECOMMENDED RATES.
C. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE
AND WHICH WILL BE RE-DISTURBED WITHIN ONE (1) YEAR
MAY BE SEEDED AND MULCHED WITH A QUICK GROWING
TEMPORARY SEED MIXTURE.
D. DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE
OR WILL NOT BE DISTURBED AGAIN WITHIN ONE (1) YEAR
MUST BE SEEDED WITH A PERMANENT SEED MIXTURE AND
MULCHED.
E. TEMPORARY SEEDING STEPS:
(1) APPLY AGRICULTURAL LIMESTONE OR HYDRATED
LIME AT A RATE OF ONE (1) TON PER ACRE.
(2) APPLY FERTILIZER AT THE APPLICATION RATE OF
50-50-50 (N-P2O5-K2O) POUNDS PER ACRE (LBS./ACRE).
(3) WORK THE LIMESTONE AND FERTILIZER INTO THE
SOIL.
(4) UTILIZE THE FOLLOWING SEEDING TYPES, RATES AND
TIME SCHEDULE:
TEMPORARY SEEDING
SEASON RATE TYPE
MARCH 1 TO AUGUST 15 40 LBS./ACRE ANNUAL RYEGRASS
AUGUST 16 TO OCTOBER 15 168 LBS./ACRE WINTER RYE
(5) APPLY HAY OR STRAW MULCH (IN ACCORDANCE WITH
SECTION NO. 5) AT A RATE OF THREE (3) TONS PER
ACRE.
F. ALL SEED SHALL BE LABELED, DATED AND THE QUALITY
CONSISTENT WITH SECTION NO. 2.
2. PERMANENT SEEDING
A. DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE
OR WILL NOT BE DISTURBED AGAIN WITHIN ONE (1) YEAR
MUST BE SEEDED WITH A PERMANENT SEED MIXTURE AND
MULCHED.
B. SEEDING SHALL BE DONE DURING PERIODS FROM APRIL
15TH TO OCTOBER 1ST, UNLESS OTHERWISE DIRECTED. IF
SEEDING IS DONE AFTER OCTOBER 1ST, DORMANT SEED
MUST BE USED AND DISTURBED AREAS MUST BE MULCHED.
C. DISTURBED FINAL GRADED AREAS SHALL BE PERMANENTLY
SEEDED AS FOLLOWS:
(1) AREAS WHICH ARE TO BE TOPSOILED SHALL BE
SCARIFIED TO A MINIMUM DEPTH OF 4 INCHES PRIOR
TO PLACEMENT OF TOPSOIL. AREAS TO BE
VEGETATED SHALL HAVE A MINIMUM 6 INCHES OF
TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING.
FILL 3:1 OR GREATER SHALL HAVE A MINIMUM OF 2
INCHES OF TOPSOIL.
(2) A SOIL ANALYSIS IS RECOMMENDED, BUT IN LIEU OF
AN ANALYSIS APPLY GROUND LIMESTONE OR
HYDRATED LIME AND FERTILIZER AT RATES
RECOMMENDED IN SECTION NO. 3 (OR AS SUGGESTED
BY THE SOILS TEST RESULTS [ONE (1) TEST PER 25
ACRES]).
(3) THE LIMESTONE AND FERTILIZER SHALL BE WORKED
INTO THE SOIL TO A MINIMUM DEPTH OF 6 INCHES.
(4) SEED SHALL NOT BE PLANTED AFTER HEAVY RAIN OR
WATERING.
(5) ALL SEED USED SHALL BE LABELED IN ACCORDANCE
WITH THE U.S. DEPARTMENT OF AGRICULTURE RULES
AND REGULATIONS UNDER THE FEDERAL SEED ACT IN
EFFECT AT THE TIME OF PURCHASE. INERT MATTER
SHALL NOT EXCEED 15% AND BLUE TAG CERTIFIED
SEED SHALL BE SUPPLIED WHEREVER POSSIBLE.
(6) SMOOTH AND FIRM SEED BED WITH CULTIPACKER OR
SIMILAR EQUIPMENT PRIOR TO SEEDING. APPLY SEED
UNIFORMLY BY HYDROSEEDING. COVER SEEDS WITH
½" OF SOIL (MINIMUM) WITH SUITABLE EQUIPMENT.
(7) APPLY MULCH (IN ACCORDANCE WITH SECTION NO. 5)
AT A RATE OF THREE (3) TONS PER ACRE.
PERMANENT SEEDING
SEASON RATE TYPE
MARCH 1 TO JUNE 1 & 4 LBS./1000 S.F. WINTER RYE 70%
AUGUST 15 TO OCTOBER 1 TALL FESCUE 22%
RED TOP 2%
BIRDSFOOT TREFOIL 6%
OCTOBER 1 TO MARCH 1 & 3 LBS./1000 S.F. WINTER RYE 47%
JUNE 1 TO AUGUST 15 RED TOP* 53%
[(*)USE DORMANT SEED, UNIFORMLY APPLIED, WORKED INTO A
DEPTH OF ¼ INCH. THE USE OF MULCH IS REQUIRED. THE USE
OF NETTING OR EROSION CONTROL MATS MAY BE REQUIRED.]
NOTE: SEEDING PERIODS AND SPECIFICATIONS MAY VARY DUE TO
SITE CONDITIONS AND VARIANCES FROM THE TIME THIS
REPORT IS WRITTEN AND APPROVED. IT MAY BE
NECESSARY TO ADAPT SEED SPECIFICATION, VARIETIES,
AND QUANTITIES. FOR SPECIAL CONDITIONS CONSULT
"GUIDELINES FOR RECLAMATION OF SEVERELY DISTURBED
AREAS", PENNSYLVANIA STATE UNIVERSITY.
3. FERTILIZER: APPLY GROUND LIMESTONE OR HYDRATED LIME AT
A RATE OF 4 TONS PER ACRE AND 100-200-200 POUNDS PER ACRE
(LBS./ACRE) FERTILIZER. THESE MATERIALS WILL BE UNIFORMLY
APPLIED AND WORKED INTO THE TOPSOIL TO A MINIMUM DEPTH
OF 6 INCHES.
4. HYDROSEEDING: AGRICULTURAL GRADE LIMESTONE AND WATER
(4000 LBS. LIMESTONE/1000 GALLONS OF H2O PER ACRE) ALONG
WITH THE SEED SHALL BE AS SPECIFIED ABOVE, AND FERTILIZER
SHALL BE APPLIED AT A RATE OF 50-100-100 POUNDS PER ACRE
(LBS./ACRE). SHOULD FERTILIZER BE APPLIED WITH AN
INOCULANT, THE MIXTURE SHALL NOT REMAIN IN A SLURRY FOR
MORE THAN ONE HOUR. SYNTHETIC MULCH BINDER, SUCH AS
CURASOL, DCA-70 OR TERRE-TACK SHALL BE USED PER THE
MANUFACTURER'S INSTRUCTIONS TO ANCHOR THE MULCH. THE
CONTRACTOR IS RESPONSIBLE FOR PROPER STABILIZATION. IF
SEVERAL APPLICATIONS OF HYDROSEEDING ARE REQUIRED TO
OBTAIN PROPER STABILIZATION, THE CONTRACTOR SHALL BE
RESPONSIBLE TO ENSURE THAT RE-APPLICATION IS DONE.
5. MULCHING: MULCHING SHALL BE APPLIED AS FOLLOWS:
A. STRAW
APPLY STRAW MULCH, FREE FROM UNDESIRABLE SEEDS
AND COARSE MATERIAL, AT A RATE OF THREE (3) TONS PER
ACRE. CHECK MULCHED AREAS PERIODICALLY AND
IMMEDIATELY AFTER STORMS AND HIGH WINDS. REPLACE
DAMAGED OR MISSING MULCH. APPLY A TACKIFIER AFTER
APPLYING THE STRAW MULCH. THE TACKIFIER MAY BE
CUT-BACK ASPHALT OR POLYMER SPRAY. APPLY THE
TACKIFIER AT A RATE OF 100-150 GALLONS PER ACRE WITH
SUITABLE EQUIPMENT.
B. FLEXTERRA FLEXIBLE GROWTH MEDIUM (FGM)
ALL CONSTRUCTED AND DISTURBED SLOPES (3:1 OR
GREATER) SHALL BE SEEDED AND STABILIZED WITH
FLEXTERRA FLEXIBLE GROWTH MEDIUM (FGM), AS
INDICATED, AT THE END OF EACH WORKING DAY. FGM
SHALL BE APPLIED IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS.
C. EROSION CONTROL BLANKETS
THE USE AND INSTALLATION OF EROSION CONTROL
BLANKETS OR NETTING SHALL BE IN ACCORDANCE WITH
THE MANUFACTURER'S SPECIFICATION AND SHALL BE
SELECTED FOR THE PROPER APPLICATION AND
CONDITIONS.
CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE
1. APPLICANTS AND/OR OPERATORS MUST USE ENVIRONMENTAL
DUE DILIGENCE TO ENSURE THAT THE FILL MATERIAL
ASSOCIATED WITH THIS PROJECT QUALIFIES AS CLEAN FILL.
DEFINITIONS OF CLEAN FILL AND ENVIRONMENTAL DUE
DILIGENCE ARE PROVIDED BELOW. ALL FILL MATERIAL MUST BE
USED IN ACCORDANCE WITH THE DEPARTMENT'S POLICY
"MANAGEMENT OF FILL", DOCUMENT NUMBER 258-2182-773. A
COPY OF THIS POLICY IS AVAILABLE ONLINE AT
WWW.DEPWEB.STATE.PA.US. UNDER THE HEADING QUICK
ACCESS ON THE LEFT SIDE OF THE SCREEN, CLICK "FORMS AND
PUBLICATIONS." ON THE LEFT SIDE OF THE SCREEN CLICK
"TECHNICAL GUIDANCE DOCUMENTS - FINAL." THEN TYPE THE
DOCUMENT NUMBER 258-2182-773 INTO THE SEARCH WINDOW
AND CONDUCT THE SEARCH. CLICK ON "MANAGEMENT OF FILL."
2. 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.)
3. 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."
4. ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY
A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE
FORM F-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND
THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE
MATERIAL AS CLEAN FILL. FORM F-001 MUST BE RETAINED BY THE
OWNER OF THE PROPERTY RECEIVING THE FILL. A COPY OF
FORM FP-001 CAN BE FOUND ONLINE.
5. ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES,
INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY
INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF
PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY,
SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES,
TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL
ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A
REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION
AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY
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 SHALL 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.
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8/01/24 100499.0088
W2-52
100499.0088
W.2-52
AutoCAD SHX Text
LOCATED ON THE DOWNHILL SIDE OF THE PILE.
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
2 (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
35' MAX.
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
AND SLOPES MUST BE 2:1 OR FLATTER. FILTER FENCE SHALL BE
AutoCAD SHX Text
UPON STOCKPILING. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET
AutoCAD SHX Text
STRIP AND STOCKPILE TOPSOIL. SEED THE TOPSOIL PILES IMMEDIATELY
AutoCAD SHX Text %%u TYPICAL SOIL STOCKPILE
AutoCAD SHX Text %%u SINKHOLE TREATMENT
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 6"to 12" TOPSOIL
AutoCAD SHX Text
2"BENTONITE LINER
AutoCAD SHX Text
OR BENTOMAT
AutoCAD SHX Text
3/4 DEPTH OF HOLE
AutoCAD SHX Text
USE FILTER MATERIAL
AutoCAD SHX Text
(R-3 STONE)
AutoCAD SHX Text (No.57 STONE)
AutoCAD SHX Text
USE FILTER MATERIAL
AutoCAD SHX Text
1/4 DEPTH OF HOLE
AutoCAD SHX Text
(DRAINAGE AREA 5 - 15 ACRES)
AutoCAD SHX Text DETAILS INTENDED ONLY AS A GENERAL GUIDE. IN THE EVENT OF A SINKHOLE, CONSULT A GEOTECHNICAL ENGINEER OR GEOLOGIST PRIOR TO REMEDIATING.
AutoCAD SHX Text
TOTAL DEPTH, D
AutoCAD SHX Text NOTES: 1. ALL TRENCH SPOILS SHALL BEE SIDE CAST ON THE UP SLOPE SIDE OF THE TRENCH. 2. ALL DISTURBED AREAS SHALL BE STABILIZED PRIOR TO THE END OF EACH WORKING DAY (WITH COMPACTED GRAVEL, SEEDING AND MULCH, MULCH CONTROL NETTING OR RIP-RAP DEPENDING ON CONDITIONS AND LOCATION.
AutoCAD SHX Text
DRAINAGE
AutoCAD SHX Text
DOWN SLOPE
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UP SLOPE
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SPOILS
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TRENCH
AutoCAD SHX Text
(WIDTH MAY VARY)
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UTILITY TRENCH
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NO SCALE
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%%UTRENCH SPOIL SIDE CAST DETAIL
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NO SCALE
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%%U FILTREXX SILTSOXX DETAIL
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%%UPLAN VIEW
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STAKE ON 10'
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LINEAL SPACING
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%%USECTION
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%%UPLAN VIEW
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WATER FLOW
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WATER FLOW
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AREA TO BE
AutoCAD SHX Text
PROTECTED
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FILTREXX
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COMPOST
AutoCAD SHX Text
WORK AREA
AutoCAD SHX Text 2" x 2"
AutoCAD SHX Text
WOODEN STAKE
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SILTSOXX
AutoCAD SHX Text 3"-4"
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AREA TO BE
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PROTECTED
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WORK AREA
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FILTREXX
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SILTSOXX
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(12"-18" TYP.)
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STAKE ON 10'
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LINEAL SPACING
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UPSLOPE
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DOWNSLOPE
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FILTREXX
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COMPOST
AutoCAD SHX Text
SILTSOXX
AutoCAD SHX Text NOTES: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS. 2. SILTSOXX COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS. 3. SILTSOXX DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE ENGINEER. 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
AutoCAD SHX Text NOTES: 1. Filtrexx SiltSoxx are to be used in any area requiring sediment or erosion control where runoff is in the form of sheet flow or in areas that silt fence is normally considered acceptable. 2. Filtrexx SiltSoxx may be used on frozen ground; on pavement; on hard compact ground, and in areas where trenching is not allowed due to it causing additional sediment disturbing activities. 3. Place SiltSoxx on level contours to assist in dissipating flow into sheet flow rather than concentrated flows. Do not construct Soxx that concentrate runoff or channel water. Sheet flow of water should be perpendicular to the SiltSoxx at impact and relatively un-concentrated. 4. When possible, place SiltSoxx at 5' or greater distance away from the toe of the slopes in order for the water coming from the slopes to maximize space available for sediment deposit. 5. In order to prevent water flowing around the ends of SiltSoxx, the ends of the SiltSoxx must be constructed pointing upslope so the ends are at a higher elevation. Be sure to stake the ends of the Soxx to prevent movement during high flow events. 6. For permanent areas, seeded SiltSoxx allow vegetation to be established directly in the sock and immediately in front and back of the sock at a distance of 5 feet. 7. Sheet flow and runoff should not exceed height of SiltSoxx capacity in most storm events. If overflow of the Soxx is a possibility, larger Soxx should be constructed, or other possible sediment control tools may be used. Alternatively, a second set of Soxx may be constructed or used in combination with compost blankets to prevent sediment from moving. 8. Filtrexx SiltSoxx should be regularly inspected to make sure they hold their shape and are producing adequate flow through. If ponding becomes excessive, and sediment reaches the top of the Soxx, additional Soxx should be added in areas without disturbance of soil or collected sediment. 9. When construction is completed on site, the Soxx may be dispersed with a loader, rake, bulldozer or other device to be incorporated in the soil or left on top of the soil for final seeding to occur. The mesh netting material will be collected and disposed of in normal trash container or removed by the contractor. In cases where biodegradable or photodegradable products are used, they may be left on site at the direction of the engineer.
SUPPLIER INFO: GARDENIQUE LANDSCAPING 3234 ROUTE 309, BOX 340 OREFIELD, PA 18069
DOWNWARD THRUSTS UP TO 150 PSI WORKING PRESSURE
TYPICAL BLOCKING FOR HORIZONTAL AND VERTICAL
THRUST BLOCK DETAILS
MUNICIPAL STREET
TEMPORARY RESTORATION
MUNICIPAL STREET / PARKING LOT
FLEXIBLE PAVEMENT RESTORATION
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