SWPPP_draft.pdf

Stormwater Pollution Prevention Plan (SWPPP)

NP OZAR 10(2)

i

Stormwater Pollution Prevention Plan for:

NP-OZAR 10(2)

Ozark National Scenic Riverways Carter and Shannon Counties, Missouri

Operator(s):

Federal Highway Administration

Eastern Federal Lands Highway Division 21400 Ridgetop Circle

Sterling, VA 20166 703-404-6201 efl.fhwa@dot.gov

SWPPP Contact(s):

Eastern Federal Lands Highway Division 21400 Ridgetop Circle

Sterling, VA 20166 efl.fhwa@dot.gov

SWPPP Preparation Date:

__ __ / __ __ / 2017

Estimated Project Dates:

Project Start Date: 05/08/2017

Project Completion Date: 04/12/2018 ii

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

iii

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 – Delegation Authority Appendix G - Corrective Action Log (or in Part 5.3) Appendix H – SWPPP Amendment Log (or in Part 6.2) Appendix I – Subcontractor Certifications/Agreements Appendix J – Grading and Stabilization Activities Log (or in Part 6.1) Appendix K – Training Log Appendix L – Additional Information (i.e., Endangered Species and Historic Preservation Documentation)

EPA SWPPP Template, Version 1.1, September 17, 2007

SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING

1.1 Project/Site Information

Project/Site Name: NP-OZAR 10(2) Project Street/Location: Big Spring Bridge, Alley Spring Bridge City: Not Applicable State: MO ZIP Code: N/A County or Similar Subdivision: Carter, Shannon

Latitude/Longitude (Use one of three possible formats, and specify method) Big Spring Bridge Latitude:

Longitude:

36 º 57 ' 3.57'' N 90 º 59 ' 30.94'' W

Alley Spring Bridge Latitude:

Longitude:

37 º 9 ' 2.74'' N 91 º 26 ' 28.43'' W

Method for determining latitude/longitude:

USGS topographic map (specify scale: ) EPA Web site GPS Other (please specify):

Is the project located in Indian country? Yes No

If yes, name of Reservation, or if not part of a Reservation, indicate "not applicable." Not applicable

Is this project considered a federal facility? Yes No

NPDES project or permit tracking number*:MORA11080 *(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.)

1.2 Contact Information/Responsible Parties

Operator(s):

Federal Highway Administration Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, VA 20166

Efl.fhwa@dot.gov

Project Manager(s) or Site Supervisor(s):

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

SWPPP Contact(s):

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) :

This SWPPP was Prepared by:

Lisa Landers Federal Highway Administration Eastern Federal Lands Highway Division 21400 Ridgetop Circle Sterling, VA 206

Efl.fhwa@dot.gov

Subcontractor(s):

Insert Name:

Insert Address:

Insert City, State, Zip Code:

Insert Telephone Number:

Insert Fax/Email:

Emergency 24-Hour Contact:

Eastern Federal Lands Highway Division

1.3 Nature and Sequence of Construction Activity

Describe the general scope of the work for the project, major phases of construction, etc:

The National Park Service (NPS), in cooperation with the Eastern Federal Lands Highway Division Office of the Federal Highway Administration (FHWA), proposes to repair and replace two damaged sites in the Ozark National Scenic Riverways. At the Big Spring Bridge (Carter County), existing glued laminated structure would be removed and replaced by a new concrete beam bridge, designed to match native environmental qualities. Access to the bridge will be closed to the public during construction. All surrounding attractions will remain accessible.

At the Alley Spring Bridge (Shannon County), the proposed work will replace damaged sections of the bridge. The existing bridge features compromised deck planks and runners and fascia log, and a small blemish on one concrete pier, which will be repaired or replaced where appropriate.

This will not have significant impacts on travel patterns.

Sequence of Construction: See Erosion Control Narrative

What is the function of the construction activity?

Residential Commercial Industrial Road Construction Linear Utility Other (please specify):

Estimated Project Start Date: 05/08/2017 Estimated Project Completion Date: 04/12/2018

1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns

Soil type(s):

Big Spring:

Alred-Rueter complex, 15 to 35 percent slopes, very stony Wideman fine sandy loam, 0 to 3 percent slopes, occasionally flooded Gladden silt loam, 0 to 3 percent slopes, occasionally flooded Water

Alley Spring:

Relfe gravelly sandy loam, 1 to 3 percent slopes, rarely flooded

Slopes (describe current slopes and note any changes due to grading or fill activities):

See Soil types for current slopes.

Since the replacement of Big Spring Bridge will include removing the existing asphalt pavement wearing surface and glue laminated deck, and the removal of existing piles and bent caps and insertion of new concrete structures, the slopes would experience minor changes.

Drainage Patterns (describe current drainage patterns and note any changes dues to grading or fill activities):

With the replacement of Big Spring Bridge, drainage patterns would experience minor drainage pattern changes as old abutments will be removed and the new ones will be outside of the water.

Vegetation:

Clearing would be required to remove old bridge at Big Spring. Some surrounding areas would experience slight disturbances due to equipment associated with removal and construction.

Disturbed and obliterated areas would be re-vegetated.

Other:

No ground disturbing activities will be taking place at Alley Spring Bridge. The repairs will not have any effect on the slopes, drainage patterns or vegetation at the site.

1.5 Construction Site Estimates

The following are estimates of the construction site.

Total project area: 1.4 acres Construction site area to be disturbed: 1.4 acres Percentage impervious area before construction: N/A since project includes bridges only

Runoff coefficient before construction: 0.3 for Big Spring Bridge N/A for Alley Spring Bridge

Percentage impervious area after construction: N/A since project includes bridges only

Runoff coefficient after construction: 0.3 for Big Spring Bridge N/A for Alley Spring Bridge

1.6 Receiving Waters

Description of receiving waters: Big Spring, Current River, Jack Fork River and Jack Fork Alley’s Spring Description of storm sewer systems: Not Applicable Description of impaired waters or waters subject to TMDLs: Not applicable Other: Not applicable

1.7 Site Features and Sensitive Areas to be Protected

The project is located within the Ozark National Scenic River ways, a National Park. Care must be taken to minimize erosion and sedimentation throughout construction.

Instructions:

― 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.

http://www.epa.gov/npdes/stormwater/tmdl

1.8 Potential Sources of Pollution

Potential sources of sediment to stormwater runoff:

Clearing and grubbing, excavation and grading, vehicle tracking and topsoil stripping and stockpiling

Potential pollutants and sources, other than sediment, to stormwater runoff:

Stormwater Pollutants Location

Dust, particulate matter Staging Areas

Dust, particulate matter Removal of old bridge, construction vehicle traffic

Liquid waste Gasoline and diesel from construction equipment and refueling

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:

Consultation with US Fish and Wildlife Service. See Appendix A for copies of correspondence letter If yes, describe the species and/or critical habitat:

Ozark Hellbender (Crytpobranchus alleganiensis bishopi) Gray bat (Myotis grisescens) Indiana bat (Myotis sodalist) Northern long-eared bat (Myotis septentrionalis)

If yes, describe or refer to documentation that determines the likelihood of an impact on

Description of unique features that are to be preserved: Big Spring

Describe measures to protect these features: For in-water work for Big Spring Bridge, cofferdam (sheet piles), turbidity curtain and diversion berms will be used during construction.

As perimeter controls, silt fence will be installed 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.)

Consultation with US Fish and Wildlife Service for both bridges was completed. See Appendix A for copies of correspondence letter

1.10 Historic Preservation

Are there any historic sites on or near the construction site?

Yes No

Describe how this determination was made:

Consultation with the State Historic Preservation Office was completed. See Appendix A for copies of correspondence letter

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.

Not applicable.

1.11 Applicable Federal, Tribal, State or Local Programs

Consultation with the Cherokee Nation, Absentee Shawnee Tribe of Indians of Oklahoma, Eastern Shawnee Tribe, Delaware Nation, Osage Nation of Oklahoma, Shawnee Tribe, United Keetoowah Band of Cherokee, and Delaware Tribe of Indians. See Appendix A for copies of correspondence letters.

The tribe did not have soil erosion or stormwater management requirements for this project.

1.12 Maps

See Appendix B for Project plans which include location and site maps with proposed work.

SECTION 2: EROSION AND SEDIMENT CONTROL BMPS

2.1 Minimize Disturbed Area and Protect Natural Features and

Soil

Ground disturbance will be limited to the areas shown within the Limits of Disturbance (LOD) line on the project plans. See Appendix B for Project plans.

2.2 Phase Construction Activity

• Phase I Establish Perimeter Controls - Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment does not leave the project site. Perimeter controls include silt fence, turbidity curtains and other specified measures.

• Phase II Intermediate Controls - Install silt fence in areas as shown on the plans.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days within 7 days. Apply permanent turf establishment to the finished slopes according to Special Contract Requirements (SCRs) Sections 624 and 625.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm runoff.

Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

• Phase III Final Construction / Stabilization After completion of roadway construction, do the following as directed by the CO:

Finish grading and apply permanent turf establishment to any remaining disturbed areas.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas where vegetation has not established.

Remove all devices used for dewatering.

Remove silt fence only after all upslope areas are stabilized and vegetation is well established.

Remove all other perimeter controls when directed by the CO.

2.3 Control Stormwater Flowing onto and through the Project

Stabilized construction entrance, silt fence, floating turbidity curtain, cofferdams, inlet protection, diversion berms with filter bags will be used through the project for control of stormwater flow onto and through the project.

See the individual sections for installation schedule, maintenance and inspection and responsible staff.

2.4 Stabilize Soils

BMP Description: Temporary Seeding Permanent Temporary

Installation Schedule: Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days within 7 days.

Maintenance and Inspection:

Reapply as necessary

Responsible Staff: To be determined by the Contractor

BMP Description: Permanent Seeding

Permanent Temporary Installation Schedule: Apply permanent turf establishment to the finished slopes according to SCR Sections624 and 625. After repair work is completed, apply permanent turf establishment to any remaining disturbed areas. Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas where vegetation has not established.

Maintenance and Inspection:

Reapply as necessary

Responsible Staff: To be determined by the Contractor

2.5 Protect Slopes

Temporary and Permanent seeding measures will be used to protect slopes as described in Section 2.4.

2.6 Protect Storm Drain Inlets

Inlet protection will be used on culverts near the project location as shown in Appendix B.

BMP Description: Inlet protection

Installation Schedule: Prior to any clearing, grubbing or excavation Maintenance and Inspection:

Inspect daily.

Inspect to ensure that inlet protection remains firmly in place and is not damaged or clogged. Clean clogged inlet protection or replace clogged or damaged inlet protection as necessary.

2.7 Establish Perimeter Controls and Sediment Barriers

BMP Description: Silt fence

Installation Schedule: Prior to any clearing, grubbing or excavation Maintenance and Inspection:

Inspect for building of excess sediment, undercutting, sags and other failures. If the fabric becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when it becomes 0.5 deep at the fence.

Responsible Staff: To be determined by the Contractor

BMP Description: Floating turbidity curtain

Installation Schedule: Prior to any clearing, grubbing or excavation Maintenance and Inspection:

Inspect daily.

Remove any floating construction or natural debris immediately to prevent damage. Remove sediment deposited behind curtain by hand prior to removal of debris. Remove curtain carefully pulling it toward the construction site to minimize the release of attached sediment.

BMP Description: Temporary diversion berm

Maintenance and Inspection:

Inspect daily.

Check filter bags during dewatering operations for punctures, tears or other damage and for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have reached their rated capacity

Responsible Staff: To be determined by Contractor

2.8 Retain Sediment On-Site

BMP Description: Filter Bag

Maintenance and Inspection:

Inspect daily.

Check filter bags during dewatering operations for punctures, tears or other damage and for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have reached their rated capacity

2.9 Establish Stabilized Construction Exits

BMP Description: Stabilized Construction Exit Installation Schedule:

Maintenance and Inspection:

Inspect every 7 days and after a storm even of 0.5 inch or greater.

If vehicles passing through the stabilized entrance continue to track sediment onto adjacent roadways, replenish stone or replace it completely. Immediately sweep any sediment on roadway.

2.10 Additional BMPs

BMP Description:

Installation Schedule:

Maintenance and Inspection:

Responsible Staff:

SECTION 3: GOOD HOUSEKEEPING BMPS

3.1 Material Handling and Waste Management

Solid waste generated from the project will consist of construction debris, garbage and empty containers.

BMP Description: Solid waste disposal

Installation Schedule: Not applicable Maintenance and Inspection:

On-going inspection.

Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Responsible Staff: To be determined by the Contractor

Equipment fueling and maintenance could generate spills, leaks and hazardous wastes like motor oil, diesel, gasoline and battery fluid.

BMP Description: Hazardous waste

Installation Schedule: Not applicable Maintenance and Inspection:

On-going inspection Conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous waste material into the on-site dumpsters.

3.2 Establish Proper Building Material Staging Areas

Installation Schedule:

Maintenance and

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.)

Repeat as needed

3.3 Designate Washout Areas

BMP Description: On- site concrete washout Installation Schedule: Prior to clearing, grubbing and excavation Maintenance and Inspection:

Inspect for damage regularly. Immediately repair any damage to ensure that no materials leave the washout area. Remove concrete materials and dispose of the offsite.

Responsible Staff: To be determined by the Contractor

BMP Description:

Installation Schedule:

3.4 Establish Proper Equipment/Vehicle Fueling and

Maintenance Practices

― 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 http://www.epa.gov/npdes/stormwater/menuofbmps/construction/vehicile_maintain

Installation Schedule:

3.5 Control Equipment/Vehicle Washing

Installation Schedule:

3.6 Spill Prevention and Control Plan

― 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 http://www.epa.gov/npdes/stormwater/menuofbmps/construction/vehicile_maintain

The Contractor will develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the requirements under 40CFR112. Report spills large enough to discharge to surface waters to the National Response Center at 1-800-424-8802.

3.7 Any Additional BMPs

Additional measured may be needed and will be determined by the Construction Contractor.

BMP Description:

Installation Schedule:

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:

Instructions:

― 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.

― For more information, see SWPPP Guide, Chapter 3.A.

SECTION 4: SELECTING POST-CONSTRUCTION BMPs No post-construction BMPs are associated with this project.

― 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 http://www.epa.gov/npes/menuofbmps

SECTION 5: INSPECTIONS

5.1 Inspections

The Construction Contractor will determine the inspection personnel. At a minimum, Contractor’s personnel conduct inspections as described in Sections 2 and 3.

1. Inspection Personnel: Identify the person(s) who will be responsible for conducting inspections and describe their qualifications:

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):

Describe the general procedures for correcting problems when they are identified. Include responsible staff and time frames for making corrections:

A copy of the inspection report can be found in Appendix E.

5.2 Delegation of Authority

Duly Authorized Representative(s) or Position(s):

Insert Name:

Insert Position:

Insert Address:

Insert City, State, Zip Code:

Insert Telephone Number:

Insert Fax/Email:

A copy of the signed delegation of authority form can be found in Appendix F.

5.3 Corrective Action Log

Corrective Action Log:

A copy of the Corrective action Log in Appendix G.

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.

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:

INSERT LOG HERE or REFERENCE ATTACHMENT Date(s) when construction activities temporarily or permanently cease on a portion of the site:

INSERT LOG HERE or REFERENCE ATTACHMENT Date(s) when an area is either temporarily or permanently stabilized:

INSERT LOG HERE or REFERENCE ATTACHMENT

Copies of correspondence letters for endangered species and or historic preservation items can be found in Appendix A.

A copy of the Construction General Permit can be found in Appendix C.

A copy of the Notice of Intent (NOI) and Acknowledgement letter from the EPA can be found in Appendix D.

A copy of inspection reports can be found in Appendix E.

6.2 Log of Changes to the SWPPP

Log of changes and updates to the SWPPP

A copy of the SWPPP amendment log sample can be found in Appendix H

― 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.

6.3 Training

A copy of the SWPPP Amendment Log can be found in Appendix H.

The Construction Contractor will determine the individual responsible for training.

Individual(s) Responsible for Training:

INSERT TEXT or TABLE HERE Describe Training Conducted:

• General stormwater and BMP awareness training for staff and subcontractors:

• Detailed training for staff and subcontractors with specific stormwater responsibilities:

SECTION 7: FINAL STABILIZATION

Any disturbed areas will be seeded permanently as described in Section 2.4.

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: Kevin S. Rose Title: Environmental Team Leader, Signature: Date:

SWPPP APPENDICES

Attach the following documentation to the SWPPP:

Appendix A – Correspondence Letters

Appendix B – Project Plans with Site Maps

Appendix C – Construction General Permit

Appendix D – NOI and Acknowledgement Letter from EPA/State

Appendix E – Inspection Reports

Appendix F – Delegation of Authority

Appendix G - Corrective Action Log (or in Part 5.3)

Appendix H – SWPPP Amendment Log (or in Part 6.2)

Appendix I – Subcontractor Certifications/Agreements

Appendix J – Grading and Stabilization Activities Log (or in Part 6.1)

Appendix K – Training Log

Appendix L – Additional Information (i.e., Endangered Species and Historic Preservation Documentation)

Appendix F – 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 G – 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 H – SWPPP Amendment Log

SWPPP Contact:

Amendment No. Description of the Amendment Date of Amendment Amendment Prepared by

[Name(s) and Title]

Appendix I – Subcontractor Certifications/Agreements

SUBCONTRACTOR CERTIFICATION

STORMWATER POLLUTION PREVENTION PLAN

Project Number:

Project Title:

Operator(s):

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:

Address:

Telephone Number:

Type of construction service to be provided:

Signature:

Title:

Date:

Appendix J –Grading and Stabilization Activities Log

SWPPP Contact:

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 K –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