51-Sec 01 57 13 - EROSION SEDIMENT CONTROL.pdf

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Attached to
Heritage Hills WWTP Discharge Interconnection, Contract No. 6715-11 State and local contract opportunity
Solicitation number
Not on record
Issued by
Bucks County, Pennsylvania

About this file

This is a Soil Erosion and Sediment Control specification document prepared for the Upper Makefield Township 2026 Road Program in Pennsylvania. The specification establishes requirements for the contractor to implement and maintain a Soil Erosion and Sediment Control Plan during construction activities involving milling, base repair, leveling course, manhole rim adjustments, and wearing course along various township roads. The contractor must minimize soil erosion and turbid stormwater runoff through implementation of temporary and permanent control measures before, during, and after construction. Temporary control devices include sediment basins and traps, stabilized construction entrances, perimeter dikes, perimeter swales, and silt fences, which must be inspected weekly and after every storm event. Upon project completion and stabilization of disturbed areas, all temporary control devices must be removed by the contractor.

The specification references Pennsylvania Department of Environmental Protection Soil Erosion and Sediment Pollution Control Manual and Pennsylvania Department of Transportation Publication 408 Specifications as governing standards. Required materials include silt fence, super silt fence, compost filter sock, orange construction fence, coarse aggregate for stabilized construction entrances, inlet protection devices, and temporary and permanent seeding as detailed in Section 32 93 00 of the specifications. Dewatering or pumping of excavated areas directly into existing storm ditches or natural channels is prohibited; sediment traps, filters, or other methods must be employed. The Owner reserves the right to require modifications to sediment control measures and must implement any measures recommended by the County Conservation District. Permanent seeding and mulching must be completed immediately following final grading of non-paved areas within seasonal constraints.

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Other files for this state and local contract opportunity

Other files attached to Heritage Hills WWTP Discharge Interconnection, Contract No. 6715-11, newest first.
File Type Posted
2-6715-11 CONTRACT DRAWINGS.pdf PDF
1-6715-11 CONTRACT DOCUMENTS.pdf PDF
52-Sec 32 05 19.13 - GEOTEXTILE.pdf PDF
13-Doc 00 62 16-CERTIFICATE OF INSURANCE.pdf PDF
44-Sec 32 01 17.61 - ASPHALT JOINT SEALING.pdf PDF
11-Doc 00 61 13.13 - PERFORMANCE BOND.pdf PDF
43-Sec 31 23 00 - EXCAVATION BACKFILL AND COMPACTION FOR ROADWAYS.pdf PDF
38-Sec 01 33 00 - SUBMITTALS.pdf PDF
12-Doc 00 52 00 - AGREEMENT.pdf PDF
30-Doc 00 72 00 - GENERAL CONDITIONS.pdf PDF
3-Doc 00 01 01 - TITLE SHEET AND COVER.pdf PDF
19-Doc 00 61 13.16 - PAYMENT BOND.pdf PDF
42-Sec 31 23 16.26 - ROCK REMOVAL.pdf PDF
17-Doc 00 21 13 - INSTRUCTIONS TO BIDDERS - EBID.pdf PDF
39-Doc 00 73 00 - 00 - SUPPLEMENTARY CONDITIONS.pdf PDF
25-Sec 01 22 00 - 03 - MP PAVEMENT MARKING QUANTITIES.pdf PDF
4-Doc 00 43 13 - BID BOND.pdf PDF
55-Sec 01 70 00 - CONTRACT CLOSEOUT.pdf PDF
5-Doc 00 45 19 - NON-COLLUSION AFFIDAVIT.pdf PDF
46-Sec 32 12 00 - BITUMINOUS CONCRETE PAVING.pdf PDF
18-Doc 00 65 19.19 - CONSENT OF SURETY.pdf PDF
40-Sec 31 20 00 - EARTHWORK.pdf PDF
27-Sec 01 32 16 - NARRATIVE CONSTRUCTION SCHEDULE.pdf PDF
14-Doc 00 65 19.13 - CONTRACTORS AFFIDAVIT.pdf PDF
26-Doc 00 73 00 - 01 - APPENDIX A COVER.pdf PDF
47-Sec 01 50 00 - CONSTRUCTION FACILITIES.pdf PDF
9-Doc 00 01 15 - LIST OF DRAWINGS.pdf PDF
8-Doc 00 41 00 - BID FORM - EBID.pdf PDF
36-Sec 01 26 73 - BITUMINOUS MATERIAL PRICE ADJUSTMENT.pdf PDF
41-Sec 01 55 26 - TRAFFIC REGULATION.pdf PDF
34-Sec 01 40 00 - QUALITY CONTROL.pdf PDF
48-Doc 00 11 13 - ADVERTISEMENT FOR BIDS.pdf PDF
45-Sec 32 01 16.71 - MILLING OF BITUMINOUS PAVEMENT SURFACE.pdf PDF
2-Doc 00 45 13 - BIDDER QUALIFICATION STATEMENT.pdf PDF
32-Sec 01 22 00 - 01 - MP BASE BID QUANTITIES.pdf PDF
54-Sec 32 17 23.33 - THERMOPLASTIC PAVEMENT MARKINGS.pdf PDF
21-Doc 00 91 13 - ADDENDA.pdf PDF
10-Doc 00 01 10 -TABLE OF CONTENTS.pdf PDF
22-Sec 01 32 36 - AUDIO-VIDEOTAPING.pdf PDF
56-2026 UMT Paving Map.pdf PDF
33-Sec 01 22 00 - 00 - MEASUREMENT AND PAYMENT.pdf PDF
53-Sec 01 60 00 - MATERIAL AND EQUIPMENT.pdf PDF
1-Doc 00 45 10 - BIDDER ACKNOWLEDGEMENT FORM.pdf PDF
20-Doc 00 73 00 - 01 - APPENDIX A PREVAILING WAGE RATES.pdf PDF
6-Doc 00 45 53 - AGREEMENT OF SURETY COMPANY.pdf PDF
15-Doc 00 65 19.16 - CONTRACTORS RELEASE OF LIENS.pdf PDF
24-Sec 01 11 13 - SUMMARY OF WORK.pdf PDF
7-Doc 00 21 13.1 - ELECTRONIC BIDDING INSTRUCTIONS.pdf PDF
31-Sec 01 22 00 - 02 - MP ALTERNATE BID QUANTITIES.pdf PDF
37-Sec 01 42 13 - ORGANIZATION AND REFERENCE ACRONYMS.pdf PDF
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Text version

SOIL EROSION AND SEDIMENT CONTROL

01 57 13-1

SECTION 01 57 13

PART 1 - GENERAL

1.01 SECTION DESCRIPTION

A. The Work of This Section Includes:

1. Contractor shall implement and maintain the Soil Erosion and Sediment Control Plan prepared for the Project and/or Work as shown on the Drawings and described in this Section.

2. Contractor shall carry out the construction operations in such a manner that soil erosion and resulting turbid stormwater runoff and sedimentation are minimized.

1.02 RELATED SECTIONS

A. Related Work Specified Elsewhere:

1. Section 31 11 00: Clearing and Grubbing

2. Section 31 20 00: Earthwork

3. Section 31 23 33: Excavation, Backfill and Compaction

4. Section 32 93 00: Landscaping

1.03 QUALITY ASSURANCE

A. Reference Standards:

1. Pennsylvania Department of Environmental Protection Soil Erosion and Sediment Pollution Control Manual.

2. Pennsylvania Department of Transportation Publication 408 Specifications

1.04 JOB CONDITIONS

A. The associated work activities include but are not limited to the following items:

1. Temporary and permanent measures will have to be undertaken before, during and after construction to control sediment from being carried onto adjoining properties and into swales or watercourses as a result of stormwater runoff.

2. The use of temporary control devices as shown on the Drawings and as described in these Specifications are for providing the trapping of sediment resulting from construction activities and to reduce the velocities of the temporary stormwater courses to minimize erosion.

3. The erosion and sediment control devices shall be inspected on a weekly basis and after every storm event and shall be maintained throughout the life of this project.

These shall include, but are not limited to, temporary sediment basins and traps, stabilized construction entrances, perimeter dikes, perimeter swales and silt fences, as shown on the Drawings or other measures that are required for the construction of the Project and/or Work.

01 57 13-2

4. Upon completion of the Project and/or Work, and stabilization of disturbed areas, the temporary control devices shall be removed by Contractor.

5. Soil erosion and sediment control practices shall be consistent with the procedures outlined in the latest edition of the "Soil Erosion and Sediment Pollution Control Manual", Commonwealth of Pennsylvania, Department of Environmental Protection.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Silt Fence:

1. Section 865, Publication 408 Specifications.

B. Super Silt Fence

C. Compost Filter Sock

D. Orange Construction Fence

E. Coarse Aggregate (Stabilized Construction Entrance)

1. AASHTO #1, Table C, Section 703.2, Publication 408 Specifications.

F. Inlet Protection Devices

G. Temporary Seeding

1. See Section 32 93 00

H. Permanent Seeding

1. See Section 32 93 00

PART 3 - EXECUTION

3.01 TEMPORARY CONTROL MEASURES

A. Utility Construction:

1. Install erosion and sediment control measures in accordance with the Project

Drawings and sequence of construction.

2. Excavated material resulting from the installation of the water service line, sewage force main & appurtenances and gravity sanitary sewer shall be completely surrounded by silt fence or completely covered with a plastic sheet during non-work periods.

3. Limit the removal of natural ground cover to the minimum area required for construction within non-paved areas.

4. Perform temporary seeding and mulching immediately upon completion of earthmoving, within seasonal constraints, of disturbed areas which are not actively being regraded until final grading and stabilization can be accomplished. Temporary

01 57 13-3 seeding is covered in Section 32 93 00.

5. Dewatering or pumping out of excavated areas directly into existing storm ditches or natural channels which causes silt deposition, turbidity and/or possible erosion of banks is prohibited. Contractor must make use of sediment traps, filters, or other methods acceptable to the Resident Project Representative.

3.02 PERMANENT CONTROL MEASURES

A. Utility Construction:

1. Perform permanent seeding and mulching of any disturbed areas immediately following final grading of any non-paved areas within seasonal constraints. Seeding is covered in Section 32 93 00.

3.03 FIELD MODIFICATIONS

A. Owner reserves the right to require modifications to any or all sediment control measures provided in order to establish proper soil erosion and sedimentation control. In addition, any measures recommended or required by the County Conservation District shall be promptly implemented.

END OF SECTION

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