Attachment_4_-_Stormwater_Pollution_Prevention_Plan_Template.pdf
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- Solicitation number
- 140P3022R0021
About this file
This federal contract opportunity solicitation seeks proposals for repair work at Chesapeake and Ohio Canal National Historical Park. The solicitation number is 140P3022R0021 and is being issued by the Department of the Interior National Park Service National Office. The opportunity involves level 33 wall and roadway repair work along the Chesapeake and Ohio Canal National Historical Park. Interested parties should respond with proposals by the date listed on SAM.gov or FBO.gov. The award is expected to be granted in the fourth quarter of 2022.
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Stormwater Pollution Prevention Plan (SWPPP)
Restore Level 33 04/20/22
EPA SWPPP Template, Version 1.1, September 17, 2007 i
Appendix A: SWPPP Template – Authorized States
Instructions
To help you develop the narrative section of your construction site SWPPP, the U.S
Environmental Protection Agency (EPA) has created this electronic SWPPP template. The template is designed to help guide you through the SWPPP development process and help ensure that your SWPPP addresses all the necessary elements stated in your construction general permit.
You should use this template with EPA’s guidance on Developing Your Stormwater Pollution
Prevention Plan. Both are available on EPA’s website at www.epa.gov/npdes/swpppguide
This template covers the SWPPP elements that most state construction general permits require, however, you are strongly encouraged to customize this template. There are two major reasons to customize this template:
• To reflect the terms and conditions of your construction general permit; and
• To reflect the conditions at your site
Some states might have their own SWPPP template. If so, use the state-suggested format. In such cases, this document and its template might provide useful background information.
Using the SWPPP Template
Each section of this template includes “instructions” and space for project information. You should read the instructions for each section before you complete that section. This template was developed in Word so that you can easily add tables and additional text. Some sections may require only a brief description while others may require several pages of explanation.
Tips for completing the SWPPP template
• If there is more than one construction operator for your project, consider coordinating development of your SWPPP with the other operators.
• Multiple operators may share the same SWPPP, but make sure that responsibilities are clearly described.
• Modify this SWPPP template so that it addresses the requirements in your construction general permit and meets the needs of your project. Consider adding permit citations in the SWPPP when you address a specific permit requirement.
ii
Stormwater Pollution Prevention Plan for:
Restore Level 33
Near intersection of Harpers Ferry Rd and Hoffmaster Rd
Knoxville, MD 21758
Operator(s):
National Park Service, National Capital Area
David Walker, PE
1100 Ohio Drive, SW
Washington, DC 20242
(202) 619-7064 david_walker@nps.gov
SWPPP Contact(s): - TBD
Insert Company or Organization Name
Insert Name
Insert Address
Insert City, State, Zip Code
Insert Telephone Number
Insert Fax/Email
SWPPP Preparation Date:
04 / 20 / 2022
Estimated Project Dates:
Project Start Date: TBD
Project Completion Date: TBD iii
Contents
SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING
1.1 Project/Site Information
1.2 Contact Information/Responsible Parties
1.3 Nature and Sequence of Construction Activity
1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns
1.5 Construction Site Estimates
1.6 Receiving Waters
1.7 Site Features and Sensitive Areas to be Protected
1.8 Potential Sources of Pollution
1.9 Endangered Species Certification
1.10 Historic Preservation
1.11 Applicable Federal, Tribal, State or Local Programs
1.12 Maps
SECTION 2: EROSION AND SEDIMENT CONTROL BMPS
2.1 Minimize Disturbed Area and Protect Natural Features and Soil
2.2 Phase Construction Activity
2.3 Control Stormwater Flowing onto and through the Project
2.4 Stabilize Soils
2.5 Protect Slopes
2.6 Protect Storm Drain Inlets
2.7 Establish Perimeter Controls and Sediment Barriers
2.8 Retain Sediment On-Site
2.9 Establish Stabilized Construction Exits
2.10 Additional BMPs
SECTION 3: GOOD HOUSEKEEPING BMPS
3.1 Material Handling and Waste Management
3.2 Establish Proper Building Material Staging Areas
3.3 Designate Washout Areas
3.4 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices
3.5 Control Equipment/Vehicle Washing
3.6 Spill Prevention and Control Plan
3.7 Any Additional BMPs
3.8 Allowable Non-Stormwater Discharge Management
SECTION 4: SELECTING POST-CONSTRUCTION BMPs
SECTION 5: INSPECTIONS
5.1 Inspections
5.2 Delegation of Authority
5.3 Corrective Action Log
SECTION 6: RECORDKEEPING AND TRAINING
6.1 Recordkeeping
6.2 Log of Changes to the SWPPP
6.3 Training
SECTION 7: FINAL STABILIZATION
iv
SECTION 8: CERTIFICATION AND NOTIFICATION
SWPPP APPENDICES
Appendix A – General Location Map Appendix B – Site Maps Appendix C – Construction General Permit Appendix D – NOI and Acknowledgement Letter from EPA/State Appendix E – Inspection Reports Appendix F – Corrective Action Log (or in Part 5.3) Appendix G – SWPPP Amendment Log (or in Part 6.2) Appendix H – Subcontractor Certifications/Agreements Appendix I – Grading and Stabilization Activities Log (or in Part 6.1) Appendix J – Training Log Appendix K – Delegation of Authority Appendix L – 80% DD Submission Planset
SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING
1.1 Project/Site Information
Project/Site Name: Restore Level 33 Revetment Wall
Project Street/Location: Along C&O Canal towpath at mile marker 61.35 near intersection of
Harpers Ferry Rd & Hoffmaster Rd NW____________________________________________
City: Knoxville, MD State: ZIP Code: 21758
County or Similar Subdivision:
Latitude/Longitude (Use one of three possible formats, and specify method)
Latitude: Longitude:
1. _ _ º _ _ ' _ _'' N (degrees, minutes, seconds) 1. _ _ º _ _ ' _ _'' W (degrees, minutes, seconds)
2. _ _ º _ _ . _ _' N (degrees, minutes, decimal) 2. _ _ º _ _ . _ _' W (degrees, minutes, decimal)
3. 39. 3314 º N (decimal) 3. -77.7356º W (decimal)
Method for determining latitude/longitude:
USGS topographic map (specify scale: ) EPA Web site GPS
Other (please specify): Google Maps
Is the project located in Indian country? Yes No
If yes, name of Reservation, or if not part of a Reservation, indicate "not applicable."- N/A
Is this project considered a federal facility? Yes No
NPDES project or permit tracking number*: TBD
*(This is the unique identifying number assigned to your project by your permitting authority after you have applied for coverage under the appropriate National Pollutant Discharge Elimination System (NPDES) construction general permit.)
Instructions:
― In this section, you can gather some basic site information that will be helpful to you later when you file for permit coverage.
― For more information, see Developing Your Stormwater Pollution Prevention Plan: A SWPPP Guide for Construction Sites (also known as the SWPPP Guide), Chapter 2
― Detailed information on determining your site’s latitude and longitude can be found at www.epa.gov/npdes/stormwater/latlong
1.2 Contact Information/Responsible Parties
Operator(s):
National Park Service, National Capital Area
David Walker, PE
1100 Ohio Drive, SW
Washington, DC 20242
(202) 619-7064 david_walker@nps.gov
Project Manager(s) or Site Supervisor(s):
C&O National Historic Park
Joe Reed, PE, CFM
1850 Dual Hwy Ste 100
Hagerstown, MD 21740
(240) 291-6612 joseph_reed@nps.gov
SWPPP Contact(s): TBD
Insert Company or Organization Name:
Insert Name:
Insert Address:
Insert City, State, Zip Code:
Insert Telephone Number:
Insert Fax/Email:
Insert area of control (if more than one operator at site) :
Repeat as necessary
― List the operator(s), project managers, stormwater contact(s), and person or organization that prepared the SWPPP. Indicate respective responsibilities, where appropriate.
― Also, list subcontractors expected to work on-site. Notify subcontractors of stormwater requirements applicable to their work.
― See SWPPP Guide, Chapter 2.B.
This SWPPP was Prepared by:
VHB
Tim Smith
1775 Greensboro Station Pl STE 200
McLean, VA 22102
(571) 389-8170
TimothySmith@VHB.com
Subcontractor(s):
TBD
Emergency 24-Hour Contact:
Joe Reed, PE, CFM
(240) 291-6612
1.3 Nature and Sequence of Construction Activity
Describe the general scope of the work for the project, major phases of construction, etc:
The work includes locating all existing dimensions of Level 33, determining its condition, and developing plans to restore and improve the canal wall structure and the Harpers Ferry Rd condition. It is the intention to restore and reinforce the Level 33 wall to, in turn restore the portion of Harpers Ferry Road in this section.
What is the function of the construction activity?
Residential Commercial Industrial Road Construction Linear
Utility
Other (please specify): Federal
Estimated Project Start Date: TBD
Estimated Project Completion Date: TBD
Instructions:
― Briefly describe the nature of the construction activity and approximate time frames (one or more paragraphs, depending on the nature and complexity of the project).
― For more information, see SWPPP Guide, Chapter 3.A.
1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns
Soil type(s): Bp, Bigpool silt loam- moderately well drained soil type, permeability is moderately slow to slow, slopes range from 0-8 percent.
Slopes (describe current slopes and note any changes due to grading or fill activities): Slopes are nearly level (0-3%) with the retaining wall separating Harpers Ferry Rd from the vegetation surrounding the C&O Towpath.
Drainage Patterns (describe current drainage patterns and note any changes dues to grading or fill activities): Stormwater runoff from Harpers Ferry Rd drains over canal wall into canal prism.
Vegetation: Sparce vegetation is scattered within the wall. The area surrounding the C&O
Towpath contains grass, brush, and limited trees. Vegetation surrounding the wall (20’ from the east to the west of the wall) is to be removed prior to construction.
― Describe the existing soil conditions at the construction site including soil types, slopes and slope lengths, drainage patterns, and other topographic features that might affect erosion and sediment control.
― Also, note any historic site contamination evident from existing site features and known past usage of the site.
― This information should also be included on your site maps (See SWPPP Guide, Chapter 3.C.).
1.5 Construction Site Estimates
The following are estimates of the construction site.
Total project area: 1.126 acres
Construction site area to be disturbed : 0.308 acres
Percentage impervious area before construction: 14 %
Runoff coefficient before construction: 0.74
Percentage impervious area after construction: 14 %
Runoff coefficient after construction 0.74
― Estimate the area to be disturbed by excavation, grading, or other construction activities, including dedicated off-site borrow and fill areas.
― Calculate the percentage of impervious surface area before and after construction
― Calculate the runoff coefficients before and after construction.
― For more information, see SWPPP Guide, Chapter 3.A and Appendix C.
1.6 Receiving Waters
Description of receiving waters: The water from Harpers Ferry Road flows over the retaining wall which ultimately discharges into the vegetative area between the level wall and the C&O
Towpath. This area serves as a detention region when necessary.
Description of storm sewer systems: N/A
Description of impaired waters or waters subject to TMDLs: N/A
Other: The Potomac River is west of the C&O Towpath.
― List the waterbody(s) that would receive stormwater from your site, including streams, rivers, lakes, coastal waters, and wetlands. Describe each as clearly as possible, such as Mill Creek, a tributary to the Potomac River, and so on.
― Indicate the location of all waters, including wetlands, on the site map.
― Note any stream crossings, if applicable.
― List the storm sewer system or drainage system that stormwater from your site could discharge to and the waterbody(s) that it ultimately discharges to.
― If any of the waterbodies above are impaired and/or subject to Total Maximum Daily Loads (TMDLs), please list the pollutants causing the impairment and any specific requirements in the TMDL(s) that are applicable to construction sites. Your SWPPP should specifically include measures to prevent the discharge of these pollutants.
― For more information, see SWPPP Guide, Chapter 3.A and 3.B.
― Also, for more information and a list of TMDL contacts and links by state, visit www.epa.gov/npdes/stormwater/tmdl.
1.7 Site Features and Sensitive Areas to be Protected
Unique features: historic C&O Canal and canal wall
Measures to protect these features: E&S control features to be implemented to ensure no contamination to the canal waters downstream or the Potomac River. Rocks and stones disassembled from the level 33 canal wall are to be washed and properly maintained throughout construction phasing. These stones are to be re-used when reconstructing the stone wall.
Identify on site map: See Appendix B
Description of unique features that are to be preserved: Level 33 canal wall and C&O canal prism.
Describe measures to protect these features: Project limits have been set to only disturb the portion of the level wall that is included within the scope of the improvement project. Project limits have been set to maintain integrity of surrounding level wall that is not within project scope.
― Describe unique site features including streams, stream buffers, wetlands, specimen trees, natural vegetation, steep slopes, or highly erodible soils that are to be preserved.
― Describe measures to protect these features.
― Include these features and areas on your site maps.
― For more information, see SWPPP Guide, Chapter 3.A and 3.B.
1.8 Potential Sources of Pollution
Potential sources of sediment to stormwater runoff: N/A
Trade Name Material Stormwater Pollutants Location
Excavation/Clearing Sediment Canal prism and Level 33 disturbed area
Structure Construction Cure Materials/Other Chemicals Canal prism and Level 33 disturbed area
Paving Operations Sediment Harpers Ferry Rd
Construction Equipment Fuels/Lubricants Canal prism and Level 33 disturbed area
1.9 Endangered Species Certification
Are endangered or threatened species and critical habitats on or near the project area?
Yes No
Describe how this determination was made:
Documentation provided by NPS does not indicate any endangered or threatened species in critical habitats.
― Identify and list all potential sources of sediment, which may reasonably be expected to affect the quality of stormwater discharges from the construction site.
― Identify and list all potential sources of pollution, other than sediment, which may reasonably be expected to affect the quality of stormwater discharges from the construction site.
― Before beginning construction, determine whether endangered or threatened species or their critical habitats are on or near your site.
― Adapt this section as needed for state or tribal endangered species requirements and, if applicable, document any measures deemed necessary to protect endangered or threatened species or their critical habitats.
― For more information on this topic, see SWPPP Guide, Chapter 3.B.
― Additional information on Endangered Species Act (ESA) provisions is at www.epa.gov/npdes/stormwater/esa
If yes, describe the species and/or critical habitat:
N/A
If yes, describe or refer to documentation that determines the likelihood of an impact on identified species and/or habitat and the steps taken to address that impact. (Note, if species are on or near your project site, EPA strongly recommends that the site operator work closely with the appropriate field office of the U.S. Fish and Wildlife Service or National Marine
Fisheries Service. For concerns related to state or tribal listing of species, please contact a state or tribal official.)
N/A
1.10 Historic Preservation
Are there any historic sites on or near the construction site?
Yes No
Describe how this determination was made:
The site is located within the Chesapeake & Ohio Canal National Historical Park. Level 33 canal wall was constructed circa 1830.
If yes, describe or refer to documentation that determines the likelihood of an impact on this historic site and the steps taken to address that impact.
The Level 33 wall project is a reconstruction restoration of the historic canal wall structure.
1.11 Applicable Federal, Tribal, State or Local Programs
Structural wall improvements work area is less than 5,000 ft2, therefore, no stormwater management is required per MDE. Project will require Erosion & Sediment Control approval by MDE.
Instructions:
― Before you begin construction, you should review federal and any applicable state, local, or tribal historic preservation laws and determine if there are historic sites on or near your project. If so, you might need to make adjustments to your construction plans or to your stormwater controls to ensure that these historic sites are not damaged.
― For more information, see SWPPP Guide, Chapter 3.B or contact your state or tribal historic preservation officer.
Instructions:
― Note other applicable federal, tribal, state or local soil and erosion control and stormwater management requirements that apply to your construction site.
1.12 Maps
Include the site maps with the SWPPP. See Appendix B
― Attach site maps. For most projects, a series of site maps is recommended. The first should show the undeveloped site and its current features. An additional map or maps should be created to show the developed site or for more complicated sites show the major phases of development.
These maps should include the following:
― Direction(s) of stormwater flow and approximate slopes before and after major grading activities;
― Areas and timing of soil disturbance;
― Areas that will not be disturbed;
― Natural features to be preserved;
― Locations of major structural and non-structural BMPs identified in the SWPPP;
― Locations and timing of stabilization measures;
― Locations of off-site material, waste, borrow, or equipment storage areas;
― Locations of all waters of the United States, including wetlands;
― Locations where stormwater discharges to a surface water;
― Locations of storm drain inlets; and
― Areas where final stabilization has been accomplished.
― For more information, see SWPPP Guide, Chapter 3.C.
SECTION 2: EROSION AND SEDIMENT CONTROL BMPS
― Describe the BMPs that will be implemented to control pollutants in stormwater discharges. For each major activity identified, do the following
Clearly describe appropriate control measures.
Describe the general sequence during the construction process in which the measures will be implemented.
Describe the maintenance and inspection procedures that will be used for that specific BMP.
Include protocols, thresholds, and schedules for cleaning, repairing, or replacing damaged or failing BMPs.
Identify staff responsible for maintaining BMPs.
(If your SWPPP is shared by multiple operators, indicate the operator responsible for each BMP.)
― Categorize each BMP under one of the following 10 areas of BMP activity as described below:
2.1 Minimize disturbed area and protect natural features and soil
2.2 Phase Construction Activity
2.3 Control Stormwater flowing onto and through the project
2.4 Stabilize Soils
2.5 Protect Slopes
2.6 Protect Storm Drain Inlets
2.7 Establish Perimeter Controls and Sediment Barriers
2.8 Retain Sediment On-Site and Control Dewatering Practices
2.9 Establish Stabilized Construction Exits
2.10 Any Additional BMPs
― Note the location of each BMP on your site map(s).
― For any structural BMPs, you should provide design specifications and details and refer to them. Attach them as appendices to the SWPPP or within the text of the SWPPP.
― For more information, see SWPPP Guide, Chapter 4.
― Consult your state’s design manual or one of those listed in Appendix D of the SWPPP Guide.
― For more information or ideas on BMPs, see EPA’s National Menu of BMPs http://www.epa.gov/npdes/stormwater/menuofbmps
2.1 Minimize Disturbed Area and Protect Natural Features and
Soil
Inspection and maintenance schedules will be in accordance with the approved final MDE
Erosion and Sediment Control plans.
2.2 Phase Construction Activity
Construction sequencing will be in accordance with the approved final MDE Erosion and
Sediment Control plans.
― Describe the areas that will be disturbed with each phase of construction and the methods (e.g., signs, fences) that you will use to protect those areas that should not be disturbed. Describe natural features identified earlier and how each will be protected during construction activity. Also describe how topsoil will be preserved. Include these areas and associated BMPs on your site map(s) also. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 1.)
― Also, see EPA’s Preserving Natural Vegetation BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/perserve_veg
Instructions:
― Describe the intended construction sequencing and timing of major activities, including any opportunities for phasing grading and stabilization activities to minimize the overall amount of disturbed soil that will be subject to potential erosion at one time. Also, describe opportunities for timing grading and stabilization so that all or a majority of the soil disturbance occurs during a time of year with less erosion potential (i.e., during the dry or less windy season). (For more information, see SWPPP Guide, Chapter 4, ESC Principle 2.) It might be useful to develop a separate, detailed site map for each phase of construction.
― Also, see EPA’s Construction Sequencing BMP Fact Sheet at http://www.epa.gov/npdes/stormwater/menuofbmps/construction/cons_seq)
2.3 Control Stormwater Flowing onto and through the Project
BMP Description: sandbag cofferdam – temporary barrier in or around a body of water which allows the process of de-watering, diversion, or damming of water within and enclosed area
Installation Schedule: TBD
Maintenance and
Inspection:
Responsible Staff: TBD
BMP Description: removable pump station – temporary structure used to remove water from excavated areas, sediment traps, and basins
Installation Schedule: TBD
Maintenance and
Inspection:
BMP Description: clean water by-pass pipe – temporary pipe installed to convey channel or pipe flow around a work area
Installation Schedule: TBD
Maintenance and
Inspection:
― Describe structural practices (e.g., diversions, berms, ditches, storage basins) including design specifications and details used to divert flows from exposed soils, retain or detain flows, or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 3.)
2.4 Stabilize Soils
BMP Description: seeding & mulching- outside of the canal prism and towpath
Permanent Temporary
Installation Schedule: TBD
Maintenance and
Inspection:
BMP Description: seeding & mulching- outside of the canal prism and towpath
Permanent Temporary
Installation Schedule: TBD
Maintenance and
Inspection:
― Describe controls (e.g., interim seeding with native vegetation, hydroseeding) to stabilize exposed soils where construction activities have temporarily or permanently ceased. Also describe measures to control dust generation. Avoid using impervious surfaces for stabilization whenever possible. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 4.)
― Also, see EPA’s Seeding BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/seeding
2.5 Protect Slopes
BMP Description: erosion control blankets
Installation Schedule: TBD
Maintenance and
Inspection:
2.6 Protect Storm Drain Inlets
― Describe controls (e.g., erosion control blankets, tackifiers) including design specifications and details that will be implemented to protect all slopes. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 5.)
― Also, see EPA’s Geotextiles BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/geotextiles
Instructions:
― Describe controls (e.g., inserts, rock-filled bags, or block and gravel) including design specifications and details that will be implemented to protect all inlets receiving stormwater from the project during the entire project. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 6.)
― Also, see EPA’s Storm Drain Inlet Protection BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/storm_drain
2.7 Establish Perimeter Controls and Sediment Barriers
BMP Description: construction safety fence
Maintenance and
Inspection:
BMP Description: silt fence, filter sock
Maintenance and
Inspection:
BMP Description: tree protection
Maintenance and
Inspection:
― Describe structural practices (e.g., silt fences or fiber rolls) including design specifications and details to filter and trap sediment before it leaves the construction site. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 7.)
― Also see, EPA’s Silt Fence BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/silt_fences, or Fiber Rolls BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/fiber_rolls
2.8 Retain Sediment On-Site
BMP Description: portable sediment tank- a compartmented container through which sediment-laden water is pumped in order to trap and retain the sediment
Installation Schedule: TBD
Maintenance and
Inspection:
2.9 Establish Stabilized Construction Exits
BMP Description: stabilized construction entrance- layer of aggregate that is underlain with nonwoven geotextile at points of ingress and egress of the construction site to reduce tracking of sediment onto roadways and provide a stable entrance/exit from the site.
Installation Schedule: N/A
Maintenance and
Inspection:
Responsible Staff: N/A
― Describe sediment control practices (e.g., sediment trap or sediment basin), including design specifications and details (volume, dimensions, outlet structure) that will be implemented at the construction site to retain sediments on-site. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 8.)
― Also, see EPA’s Sediment Basin BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/sediment_basins
― Describe location(s) of vehicle entrance(s) and exit(s), procedures to remove accumulated sediment off-site (e.g., vehicle tracking), and stabilization practices (e.g., stone pads or wash racks or both) to minimize off-site vehicle tracking of sediments and discharges to stormwater. (For more information, see SWPPP Guide, Chapter 4, ESC Principle 9.)
― Also, see EPA’s Construction Entrances BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/cons_entrance
BMP Description: N/A
Installation Schedule: N/A
Maintenance and
Inspection:
2.10 Additional BMPs
SECTION 3: GOOD HOUSEKEEPING BMPS
― Describe the key good housekeeping and pollution prevention (P2) BMPs that will be implemented to control pollutants in stormwater.
― Categorize each good housekeeping and pollution prevention (P2) BMP under one of the following seven categories:
3.1 Material Handling and Waste Management
3.2 Establish Proper Building Material Staging Areas
3.3 Designate Washout Areas
3.4 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices
3.5 Allowable Non-Stormwater Discharges and Control Equipment/Vehicle Washing
3.6 Spill Prevention and Control Plan
3.7 Any Additional BMPs
― For more information, see SWPPP Guide, Chapter 5.
― Consult your state’s design manual or resources in Appendix D of the SWPPP Guide.
― For more information or ideas on BMPs, see EPA’s National Menu of BMPs http://www.epa.gov/npdes/stormwater/menuofbmps
3.1 Material Handling and Waste Management
BMP Description: Concrete Construction and Materials Handling
Maintenance and
Inspection:
Concrete construction equipment will not be allowed to wash out or discharge surplus concrete or drum wash on site, except in a specifically designated concrete disposal area.
3.2 Establish Proper Building Material Staging Areas
BMP Description: silt fence
Maintenance and
Inspection:
BMP Description: construction safety fence
Maintenance and
Inspection:
― Describe measures (e.g., trash disposal, sanitary wastes, recycling, and proper material handling) to prevent the discharge of solid materials to receiving waters, except as authorized by a permit issued under section 404 of the CWA (For more information, see SWPPP Guide, Chapter 5, P2 Principle 1.)
― Also, see EPA’s General Construction Site Waste Management BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/cons_wasteman
Instructions:
― Describe construction materials expected to be stored on-site and procedures for storage of materials to minimize exposure of the materials to stormwater. (For more information, see SWPPP Guide, Chapter 5, P2 Principle 2.)
3.3 Designate Washout Areas
BMP Description: By Contractor
Installation Schedule: N/A
Maintenance and
Inspection:
3.4 Establish Proper Equipment/Vehicle Fueling and
Maintenance Practices
Maintenance and
Inspection:
Maintenance and
Inspection:
TBD
Responsible Staff: TBD
Instructions:
― Describe location(s) and controls to eliminate the potential for discharges from washout areas for concrete mixers, paint, stucco, and so on. (For more information, see SWPPP Guide, Chapter 5, P2 Principle 3.)
― Also, see EPA’s Concrete Washout BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/concrete_wash
Instructions:
― Describe equipment/vehicle fueling and maintenance practices that will be implemented to control pollutants to stormwater (e.g., secondary containment, drip pans, and spill kits) (For more information, see SWPPP Guide, Chapter 5, P2 Principle 4.)
― Also, see EPA’s Vehicle Maintenance and Washing Areas BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/vehicile_maintain
3.5 Control Equipment/Vehicle Washing
BMP Description: By Contractor in the approximate locations indicated on the plans
Maintenance and
Inspection:
Maintenance and
Inspection:
3.6 Spill Prevention and Control Plan
By Contractor.
― Describe equipment/vehicle washing practices that will be implemented to control pollutants to stormwater.
(For more information, see SWPPP Guide, Chapter 5, P2 Principle 5.)
― Also, see EPA’s Vehicle Maintenance and Washing Areas BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/vehicile_maintain
Instructions:
― Describe the spill prevention and control plan to include ways to reduce the chance of spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by spills, and train personnel responsible for spill prevention and control. (For more information, see SWPPP Guide, Chapter 5, P2 Principle 6.)
― Also, see EPA’s Spill Prevention and Control Plan BMP Fact sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/spill_control
3.7 Any Additional BMPs
Maintenance and
Inspection:
Maintenance and
Inspection:
― Describe any additional BMPs that do not fit into the above categories. Indicate the problem they are intended to address.
3.8 Allowable Non-Stormwater Discharge Management
List allowable non-stormwater discharges and the measures used to eliminate or reduce them and to prevent them from becoming contaminated:
BMP Description: Uncontaminated ground water -spill prevention measures
Maintenance and
Inspection:
BMP Description: Vehicle washing – designate washout areas
Maintenance and
Inspection:
― Identify all allowable sources of non-stormwater discharges that are not identified. The allowable non-stormwater discharges identified might include the following (see your permit for an exact list):
Waters used to wash vehicles where detergents are not used
Water used to control dust
Potable water including uncontaminated water line flushings
Routine external building wash down that does not use detergents
Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents are not used
Uncontaminated air conditioning or compressor condensate
Uncontaminated ground water or spring water
Foundation or footing drains where flows are not contaminated with process materials such as solvents
Uncontaminated excavation dewatering
Landscape irrigation
― Identify measures used to eliminate or reduce these discharges and the BMPs used to prevent them from becoming contaminated.
BMP Description: Uncontaminated excavation dewatering -spill prevention measures
Installation Schedule: TBD
Maintenance and
Inspection:
SECTION 4: SELECTING POST-CONSTRUCTION BMPs
Maintenance and
Inspection:
Maintenance and
Inspection:
Project limit of disturbance is less than 5,000 ft2, therefore, no stormwater management is required per MDE.
Instructions:
― Describe all post-construction stormwater management measures that will be installed during the construction process to control pollutants in stormwater discharges after construction operations have been completed. Examples of post-construction BMPs include the following:
Biofilters
Detention/retention devices
Earth dikes, drainage swales, and lined ditches
Infiltration basins
Porous pavement
Other proprietary permanent structural BMPs
Outlet protection/velocity dissipation devices
Slope protection
Vegetated strips and/or swales
― Identify any applicable federal, state, local, or tribal requirements for design or installation.
― Describe how low-impact designs or smart growth considerations have been incorporated into the design.
― For any structural BMPs, you should have design specifications and details and refer to them. Attach them as appendices to the SWPPP or within the text of the SWPPP.
― For more information on this topic, see your state’s stormwater manual.
― You might also want to consult one of the references listed in Appendix D of the SWPPP Guide.
― Visit the post-construction section of EPA’s Menu of BMPs at: www.epa.gov/npes/menuofbmps
SECTION 5: INSPECTIONS
5.1 Inspections
1. Inspection Personnel: Identify the person(s) who will be responsible for conducting inspections and describe their qualifications:
NPS- TBD
MDE- Inspector TBD
2. Inspection Schedule and Procedures:
Describe the inspection schedules and procedures you have developed for your site (include frequency of inspections for each BMP or group of BMPs, indicate when you will inspect, e.g., before/during/and after rain events, spot inspections):
The MDE inspector will review the sediment and erosion control measures to ensure they are in accordance with the December 2011 MDE Erosion & Sediment Control manual.
Describe the general procedures for correcting problems when they are identified. Include responsible staff and time frames for making corrections:
General correctional procedures are at the discretion of the assigned MDE inspector.
Attach a copy of the inspection report you will use for your site.
The type of inspection report is at the discretion of the MDE inspector.
― Identify the individual(s) responsible for conducting inspections and describe their qualifications.
Reference or attach the inspection form that will be used.
― Describe the frequency that inspections will occur at your site including any correlations to storm frequency and intensity.
― Note that inspection details for particular BMPs should be included in Sections 2 and 3.
― You should also document the repairs and maintenance that you undertake as a result of your inspections.
These actions can be documented in the corrective action log described in Part 5.3 below.
― For more on this topic, see SWPPP Guide, Chapters 6 and 8.
― Also, see suggested inspection form in Appendix B of the SWPPP Guide.
5.2 Delegation of Authority
Duly Authorized Representative(s) or Position(s):
Attach a copy of the signed delegation of authority form in Appendix K by NPS.
5.3 Corrective Action Log
Corrective Action Log:
At the discretion of the DOEE inspector.
Instructions:
― Identify the individual(s) or specifically describe the position where the construction site operator has delegated authority for the purposes of signing inspection reports, certifications, or other information.
― Attach the delegation of authority form that will be used.
― For more on this topic, see SWPPP Guide, Chapter 7.
― Create here, or as an attachment, a corrective action log. This log should describe repair, replacement, and maintenance of BMPs undertaken as a result of the inspections and maintenance procedures described above. Actions related to the findings of inspections should reference the specific inspection report.
― This log should describe actions taken, date completed, and note the person that completed the work.
SECTION 6: RECORDKEEPING AND TRAINING
6.1 Recordkeeping
Records will be retained for a minimum period of at least 3 years after the permit is terminated.
Date(s) when major grading activities occur:
TBD- By Contractor
Date(s) when construction activities temporarily or permanently cease on a portion of the site:
TBD- By Contractor
Date(s) when an area is either temporarily or permanently stabilized:
6.2 Log of Changes to the SWPPP
Log of changes and updates to the SWPPP
Instructions:
― The following is a list of records you should keep at your project site available for inspectors to review:
― Dates of grading, construction activity, and stabilization (which is covered in Sections 2 and 3)
― A copy of the construction general permit (attach)
― The signed and certified NOI form or permit application form (attach)
― A copy of the letter from EPA or/the state notifying you of their receipt of your complete NOI/application (attach)
― Inspection reports (attach)
― Records relating to endangered species and historic preservation (attach)
― Check your permit for additional details
― For more on this subject, see SWPPP Guide, Chapter 6.C.
― Create a log here, or as an attachment, of changes and updates to the SWPPP. You should include additions of new BMPs, replacement of failed BMPs, significant changes in the activities or their timing on the project, changes in personnel, changes in inspection and maintenance procedures, updates to site maps, and so on.
6.3 Training
Individual(s) Responsible for Training:
Describe Training Conducted:
• General stormwater and BMP awareness training for staff and subcontractors:
• Detailed training for staff and subcontractors with specific stormwater responsibilities:
― Training your staff and subcontractors is an effective BMP. As with the other steps you take to prevent stormwater problems at your site, you should document the training that you conduct for your staff, for those with specific stormwater responsibilities (e.g. installing, inspecting, and maintaining BMPs), and for subcontractors.
― Include dates, number of attendees, subjects covered, and length of training.
― For more on this subject, see SWPPP Guide, Chapter 8.
SECTION 7: FINAL STABILIZATION
BMP Description: TBD- By Contractor
Maintenance and
Inspection:
BMP Description: TBD- By Contractor
Maintenance and
Inspection:
― Describe procedures for final stabilization. If you complete major construction activities on part of your site, you can document your final stabilization efforts for that portion of the site. Many permits will allow you to then discontinue inspection activities in these areas (be sure to check your permit for exact requirements). You can amend or add to this section as areas of your project are finally stabilized.
― Update your site plans to indicate areas that have achieved final stabilization.
― Note that dates for areas that have achieved final stabilization should be included in Section 6, Part 6.1 of this SWPPP.
― For more on this topic, see SWPPP Guide, Chapter 9.
SECTION 8: CERTIFICATION AND NOTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Name: Title:
Signature: Date:
TBD- Contractor
― The SWPPP should be signed and certified by the construction operator(s). Attach a copy of the NOI and permit authorization letter received from EPA or the state in Appendix D.
SWPPP APPENDICES
Attach the following documentation to the SWPPP:
Appendix A – General Location Map
Appendix B – Site Maps
Appendix C – Construction General Permit
Appendix D – NOI and Acknowledgement Letter from EPA/State
Appendix E – Inspection Reports
Appendix F – Corrective Action Log (or in Part 5.3)
Appendix G – SWPPP Amendment Log (or in Part 6.2)
Appendix H – Subcontractor Certifications/Agreements
Appendix I – Grading and Stabilization Activities Log (or in Part 6.1)
Appendix J – Training Log
Appendix K – Delegation of Authority
Appendix L – Additional Information (i.e., Endangered Species and Historic Preservation Documentation)
TBD- by Contractor or NPS
Appendix A – General Location Map
Appendix F – Sample Corrective Action Log
Project Name:
SWPPP Contact:
Inspection
Date
Inspector
Name(s)
Description of BMP Deficiency Corrective Action Needed (including planned date/responsible person)
Date Action
Taken/Responsible person
Appendix G – Sample SWPPP Amendment Log
Amendment No. Description of the Amendment Date of Amendment Amendment Prepared by [Name(s) and Title]
Appendix H – Sample Subcontractor Certifications/Agreements
SUBCONTRACTOR CERTIFICATION
STORMWATER POLLUTION PREVENTION PLAN
Project Number: 245005
Project Title: Level 33 Wall
Operator(s): National Park Service, National Park Area
As a subcontractor, you are required to comply with the Stormwater Pollution Prevention Plan (SWPPP) for any work that you perform on-site. Any person or group who violates any condition of the SWPPP may be subject to substantial penalties or loss of contract. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP. A copy of the SWPPP is available for your review at the office trailer.
Each subcontractor engaged in activities at the construction site that could impact stormwater must be identified and sign the following certification statement:
I certify under the penalty of law that I have read and understand the terms and conditions of the SWPPP for the above designated project and agree to follow the BMPs and practices described in the SWPPP.
This certification is hereby signed in reference to the above named project:
Company: TBD
Address:
Telephone Number:
Type of construction service to be provided: Sitework
Signature:
Title:
Date:
Appendix I – Sample Grading and Stabilization Activities Log
Date Grading Activity Initiated
Description of Grading Activity Date Grading Activity Ceased (Indicate Temporary or Permanent)
Date When Stabilization Measures are Initiated
Description of Stabilization Measure and Location
Appendix J – Sample SWPPP Training Log
Stormwater Pollution Prevention Training Log
Project Location:
Instructor’s Name(s):
Instructor’s Title(s):
Course Location: Date:
Course Length (hours):
Stormwater Training Topic: (check as appropriate)
Erosion Control BMPs Emergency Procedures
Sediment Control BMPs Good Housekeeping BMPs
Non-Stormwater BMPs
Specific Training Objective:
Attendee Roster: (attach additional pages as necessary)
No. Name of Attendee Company
Appendix K – Sample Delegation of Authority Form
Delegation of Authority
I, _______________________ (name), hereby designate the person or specifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construction General Permit, at the
____________________________________ construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit.
________________________________________ (name of person or position)
________________________________________ (company)
________________________________________ (address)
________________________________________ (city, state, zip)
________________________________________ (phone)
By signing this authorization, I confirm that I meet the requirements to make such a designation as set forth in ____________________________________ (Reference State Permit), and that the designee above meets the definition of a “duly authorized representative” as set forth in
____________________________________ (Reference State Permit).
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Name:
Company:
Title:
Signature:
Date:
Appendix L – Site Plan
ALT
FRONT
ROYAL
TURNPIKE
PENN
FALLS
TAVERN
V.C.
GREAT
CUMBERLAND
V.C.
HQ.
ANTIETAM
CREEK
HANCOCK
V.C.
GEORGETOWN
CANAL NATIONAL HISTORICAL
PARK
CHESAPEAKE AND
OHIO
ROCKVILLE
GAITHERSBURG
ARLINGTON
LEESBURG
WINCHESTER
CUMBERLAND
OLDTOWN
LOCKS
FOUR
HARPERS
CHARLESTOWN FERRY
MARTINSBURG
FREDERICK
HAGERSTOWN
WILLIAMSPORT
HANCOCK
CREEK
MILE
FIFTEEN
MT.
AIRY
WASHINGTON
D.C.
BALTIMORE
COLUMBIA
PENNSYLVANIA
HARRISBURG,
MA
RYL
AN
D
CO
LUM
BIA
DIS
TRI
CT
OF
V
IR
G
IN
IA
SHENANDOAH
AIRPORT
INTERNATIONAL
DULLES
TO 66
RIVER
M
ARYLAND
MEMORIAL
PARKWAY
GEORGE
WASHINGTON
VIRGIN
IA
POOLESVILLE
ROCKS
RIVER
POTOMAC
PAW
PAW
POTOMAC
RIVER
CACAPON
RIVER
BRANCH
SOUTH
POTOMAC
RIVER
TUNNEL
VIR
G
IN
IA
W E S T
VIR
G
IN
IA
RIVER
POTOMAC 40
BOONSBORO
POINT
BRUNSWICK
N.H.S.
FERRY
HARPERS 15
BATTLEFIELD
NATIONAL
ANTIETAM
SHARPSBURG
APPALACHIAN
TRAIL TO
MARYLAND
PENNSYLVANIA
TURNPIKE
RD.
ORLEANS
LITTLE
PENNSYLVANIA
TO
PENNSYLVANIA
TO
TURNPIKE
OF
MEMORIAL
PARKWAY
CLARA
BARTON
HARRISONBURG
WE
ST
VIRGINIA
M
ARYLAND
WASHINGTON
D.C.
WARRENTON
CHARLOTTESVILLE
N.P.
SHENANDOAH
FREDERICKSBURG
CARLISLE
MARYLAND
PENNSYLVANIA
HARRISBURG
BALTIMORE
VIR
GI
NI
AVI
RG
IN
IA
WE
ST
WINCHESTER
VIR
GI
NI
A
MARYLAND
PENNSYLVANIA
FREDERICK
BEDFORD
DEPARTMENT OF THE INTERIOR
UNITED STATES
NATIONAL PARK SERVICE
DENVER SERVICE CENTER OF
PMIS/PKG NO
SHEET
STATEREGION
LOCATION WITHIN PARK
NAME OF PARK
TITLE OF PROJECT DRAWING NO.
146384
COUNTY
A/E FIRMS QE#:
RECOMMENDED:
APPROVED:
Project Manager Date
Superintendent Date
ARCHITECT:
QUINN EVANS
WASHINGTON D.C.
STRUCTURAL:
McMULLAN
LANDSCAPE/CIVIL:
VHB
GEOTECHNICAL:
TERRACON
q u in n e va n s .c o m Q E Q P ro je c ts C H O H W a s te W e ir D w g s R e v it C H O H Le v e l3 R V T T it le b lo c k s .r v t
LEVEL 33 WALL
HARPERS FERRY RD
Chesapeake & Ohio N.H.P.
NAT'L CAPITAL MD
FINAL CONSTRUCTION
DOCUMENTS
WASHINGTON
42023570
245005
VIRGINIA & MARYLAND
1 32
LEGEND
V.C.
HQ.
CHESAPEAKE AND OHIO CANAL NATIONAL HISTORICAL PARK
SCALE OF MILES
SCALE OF KILOMETERS
5 0
15105
5 10
AIRPORT
INFORMATION CENTER
RANGER STATION
RIVER
CANAL AND
TOWPATH
STATE
LINE
PARK HEADQUARTERS
VISITOR CENTER
TRAIL
SCALE OF MILES
022 22
CHOH LEVEL 33 WALLS
PROJECT LOCATION
OWNER’S / DEVELOPER’S CERTIFICATION
I / We hereby certify that all clearing, grading, construction, and/or development will be done pursuant to this plan and that any responsible personnel involved in the construction project will have a certificate of attendance at a Maryland Department of the Environment approved training program for the control of erosion and sediment before beginning the project. I/We hereby authorize the right of entry for periodic on-site evaluation by appropriate inspection and enforcement authority or the State of Maryland, Department of the Environment. I/We hereby certify that stormwater management facilities will be maintained in accordance with approved plans.
Date Owner / Developer Signature
Responsible Personnel Certification No. Printed Name and Title
DESIGN CERTIFICATION
I hereby certify that this plan has been designed in accordance with the 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control, the 2000 Maryland Stormwater Design Manual, Volumes I & II including supplements, the Environment Article Sections 4-101 through 116 and Sections 4-201 and 215, and the Code of Maryland Regulations (COMAR) 26.17.01 and COMAR 26.17.02 for erosion and sediment control and stormwater management, respectively.
Date Designer’s Signature
Md. Registration No.__________ ________________________________ P.E., R.L.S., RLA, or R.A. (circle one) Printed Name
STANDARD STABILIZATION NOTE
Following initial soil disturbance or redisturbance, permanent or temporary stabilization shall be completed within three (3) calendar days as to the surface of all perimeter controls, dikes, swales, ditches, perimeter slopes, and all slopes steeper than 3 horizontal to 1 vertical (3:1);
and seven (7) days as to all other disturbed or graded areas on the project site not under active grading.
NAME OF PARK
Chesapeake & Ohio Canal N.H.P.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO. TITLE OF SHEETA/E FIRM:
OF
PMIS/PKG NO
SHEET
146384
WASHINGTON
D.C.
ARCHITECT:
DRAWING NO.
245005G01 4/22/22
SHEET LIST
LEVEL 33 WALL
CHESAPEAKE AND OHIO CANAL (CHOH)
1 32
SHEET # TITLE OF SHEET
G00 COVER SHEET
G01 SHEET LIST
G1.0 STAGING AND ACCESS PLAN KEYMAP
G1.1 STAGING AND ACCESS PLAN
G2.0 DETOUR PLAN
C1.0 EROSION & SEDIMENT CONTROL PLAN - 1
C2.0 EROSION & SEDIMENT CONTROL PLAN - 2
C3.0 EROSION & SEDIMENT CONTROL PLAN - 3
C4.0 EROSION & SEDIMENT CONTROL DETAILS - 1
C4.1 EROSION & SEDIMENT CONTROL DETAILS - 2
C5.0 EROSION & SEDIMENT CONTROL NOTES
C5.1 EROSION & SEDIMENT CONTROL NOTES
C5.2 EROSION & SEDIMENT CONTROL NOTES
C5.3 EROSION & SEDIMENT CONTROL NOTES
TT1.0 SURVEY ALIGNMENT EXHIBIT
S0.1 DESIGN NOTES
S1.0 EXISTING WALL PLAN
S1.1 EXISTING WALL SECTION
S1.2 EXISTING WALL ELEVATION
S1.3 NEW WORK PLAN
S3.0 PHASING
S4.0 WALL SECTION C
S4.1 WALL SECTION C.1
S4.2 WALL SECTION D
S4.3 WALL SECTION D.1
S4.4 WALL SECTION E
S4.5 WALL SECTION F
S4.6 WALL SECTION G
S4.7 WALL SECTION H
S4.8 LONG WALL SECTION
S6.0 ELEVATIONS
S6.1 DETAILS
METAL GUARDRAIL
POST (TYP.)
PROBE 2
PROBE 1
PROBE 1B
PROBE 2B
ASPHALT
PATCH
ASPHALT
ASPHALT
ASPHALT
METAL GUARDRAIL
POST (TYP.)
METAL GUARDRAIL
POST (TYP.)
GRAVEL GRAVEL
STONE WALL
STONE WALL
STONE WALL
12" RCP
INV=275.49
12" RCP
INV=274.78
12" RCP
INV=277.05
12" RCP
INV=278.26
12" CPP
INV=258.32
UTILITY POLE
UTILITY POLE
UTILITY POLE
UTILITY POLE
UTILITY POLE
UTILITY POLE
OVERHEAD
WIRE (TYP.) OVERHEAD
WIRE…
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