appendix a: swppp template · appendix a: swppp template ... field observation reports app f ......

Stormwater Pollution Prevention Plan (SWPPP) Kappos Site Grading Plan, July 28, 2008

EPA SWPPP Template, Version 1.0, January 9, 2007

i

Appendix A: SWPPP Template Instructions

To help you develop the narrative section of your construction site SWPPP, 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

• 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 as you complete the project information. 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: Kappos Site Grading Plan

Southwest Corner of Hawley Street &Gilmer Road Hawthorn Wood, Illinois

Operator(s): P.C. Kappos & Associates, LLC

Peter Kappos 915 W. 55th Street

Suite 204 Countryside, IL 60525

Stormwater Manager and SWPPP Contact(s):

Excavation & Demolition Services Nick Philippas

4345 DiPaolo Center Glenview IL 60025

847.391.9911 P 847.391.9914 F

[email protected]

SWPPP Preparation Date: 07 / 28 / 2008

Estimated Project Dates:

Project Start Date: 09 / 01 / 2008 Project Completion Date: 12 / 01 / 2008



iii

Table of Contents

SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING......................................................... 1

1.1 Project/Site Information..................................................................................................... 1 1.2 Contact Information/Responsible Parties .......................................................................... 2 1.3 Nature and Sequence of Construction Activity ................................................................. 3 1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns................................................ 4 1.5 Construction Site Estimates ............................................................................................... 5 1.6 Receiving Waters ............................................................................................................... 5 1.7 Site Features and Sensitive Areas to be Protected ............................................................. 5 1.8 Potential Sources of Pollution............................................................................................ 5 1.9 Endangered Species Certification ...................................................................................... 6 1.10 Historic Preservation.......................................................................................................... 6 1.11 Maps................................................................................................................................... 6

SECTION 2: EROSION AND SEDIMENT CONTROL BMPS .................................................................... 7 2.1 Minimize Disturbed Area and Protect Natural Features and Soil.................................... ..7 2.2 Phase Construction Activity .............................................................................................. 7 2.3 Control Stormwater Flowing Onto and Through the Project............................................. 8 2.4 Stabilize Soils..................................................................................................................... 8 2.5 Protect Slopes..................................................................................................................... 9 2.6 Protect Storm Drain Inlets ............................................................................................... 10 2.7 Establish perimeter controls and sediment barriers ......................................................... 10 2.8 Retain Sediment On-Site and Control Dewatering Practices .......................................... 10 2.9 Establish Stabilized Construction Exits ........................................................................... 12 2.10 Additional BMPs ............................................................................................................. 12

SECTION 3: GOOD HOUSEKEEPING BMPS ....................................................................................... 12 3.1 Good Housekeeping BMPs.............................................................................................. 12 3.2 Allowable Non-Stormwater Discharge Management ...................................................... 14

SECTION 4: SELECTING POST-CONSTRUCTION BMPs..................................................................... 14 SECTION 5: INSPECTIONS and MAINTENANCE ................................................................................. 16

5.1 Inspections ....................................................................................................................... 16 5.2 Delegation of Authority ................................................................................................... 17 5.3 Corrective Action Log ..................................................................................................... 17

SECTION 6: Recordkeeping and Training ............................................................................................. 18 6.1 Recordkeeping ................................................................................................................. 18 6.2 Log of Changes to the SWPPP ........................................................................................ 18

SECTION 7: FINAL STABILIZATION .................................................................................................... 19 SECTION 8: CERTIFICATION AND NOTIFICATION ............................................................................. 20 SWPPP APPENDICES........................................................................................................................ 21

App A - General Location Map App B - Site Maps App C - General NPDES Permit No. ILR10 App D - Copy of IEPA NOI App E – Field Observation Reports App F - Corrective Action Log App G – SWPPP Amendment Log



iv

App H - Subcontractor Certifications/Agreements App I – Grading and Stabilization Activities Log App J - SWPPP Training Log App K – Delegation of Authority Form App L – IEPA Incidence of Non-Compliance (ION) App M – IEPA Notice of Termination (NOT)


EPA SWPPP Template, Version 1.1, September 17, 2007 1

SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING

1.1 Project/Site Information

Project/Site Name: Kappos Site Grading Plan_______________________________________

Project Street/Location: Southwest Corner of Hawley Street & Gilmer Road_______________

City: ____Hawthorn Woods___________State: _IL___________ Zip Code: __60047_________

County or Similar Subdivision: Lake_______________________________________________

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. 42.26548º N (decimal) 3. 88.07047º W (decimal)

Method for determining latitude/longitude:

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

Other (please specify):___iTouchmap.com______________________________________________________

Is the project located in Indian country? Yes No

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

Is this project considered a federal facility? Yes No

NPDES project or permit tracking number:_ILR10????______________________________

(This is the unique identifying number assigned to your project by your permitting authority after you have applied for coverage under the appropriate NPDES construction general permit.)



1.2 Contact Information/Responsible Parties

Operator(s): P.C. Kappos & Associates, LLC Peter Kappos 915 W. 55th Street Suite 204 Countryside, IL 60525 PH #708-308-4710 Fax #708-354-4706 Project Manager(s) or Site Supervisor(s): Excavation & Demolition Services Nick Philippas 4345 DiPaolo Center Glenview IL 60025 847.391.9911 P 847.391.9914 F Email: [email protected] Stormwater Manager and SWPPP Contact(s): Excavation & Demolition Services Nick Philippas 4345 DiPaolo Center Glenview IL 60025 847.391.9911 P 847.391.9914 F Email:[email protected] This SWPPP Was Prepared By: Reed Engineering LLC. 4387 Eagle Court Gurnee, IL 60031 PH # 847-727-2659 Email: [email protected] Emergency 24 hour contact: Nick Philippas PH #847-208-9444



1.3 Nature and Sequence of Construction Activity

This project is proposing to fill and grade less than six acres of an undeveloped out-lot. The proposed sequencing of the construction activities is as follows:

1. Installation of soil erosion and sediment control SE/SC measures:

a.) Selective vegetation removal for silt fence installation.

b.) Silt fence installation.

c.) Construction fencing around areas not to be disturbed.

d.) Stabilized construction entrance.

2. Tree and shrub removal where necessary (clear & grub).

3. Construct sediment trapping devices (sediment traps).

4. Expose existing tile and prepare proposed tile plan to be submitted to the Village within 30 days after completion of items 1, 2 & 3 above.

5. Strip topsoil, stockpile topsoil & grade site.

6. Temporarily stabilize topsoil stockpiles (seed and silt fence around toe of slope).

7. Install storm sewer, sanitary sewer, water and associated inlet & outlet protection.

8. Temporarily stabilize all areas including areas of the site that have reached temporary grade.

9. Install structure(s) and complete final grading/topsoil spreading of all areas.

10. Permanently stabilize all areas.

12. Remove all temporary SE/SC measures after the site is stabilized with 70% vegetation.

What is the function of the construction activity?

Residential Commercial Industrial Road Construction

Linear Utility

Other (please specify):_Fill/Grade project for future development of the property.__________

Estimated Project Start Date: 09 / 01 / 2008

Estimated Project Completion Date: 12 / 01 / 2008



1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns

Soil type(s):

• Beecher silt loam (298B)

• Ashkum silty clay loam (232)

• Markham silt loam (531C2)

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

• The current slopes are 0.3-6 percent.

• Post construction will grade the crown of the fill pad at 1-2 percent. All overland drainage routes shall be a minimum of 1.5 percent.

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

• In the current condition the property drainage is split north (3.53ac) and south (2.38ac). The north is conveyed to a storm sewer system and the south is conveyed to culvert under Regan Lane and into a subdivision lake/detention basin.

• Proposed conditions split the property drainage north (2.47ac) and south (3.46ac). Outfall conditions remain the same from existing to proposed condition.

Vegetation:

• Current ground cover is lawn with wet areas that do not sustain good ground cover. Many areas of the site are poorly drained and vegetation is poor.

• The proposed plan will establish good ground cover throughout the property. Slopes of drainage swales will be graded in a manner to allow good vegetative growth.



1.5 Construction Site Estimates

The following are estimates of the construction site:

Construction Site Area to be disturbed 4.70 acres

Total Project Area 6.13 acres

Percentage impervious area before construction 0.0 %

Runoff coefficient before construction 79

Percentage impervious area after construction 0.0 %

Runoff coefficient after construction 80

1.6 Receiving Waters

Description of receiving waters: Runoff is tributary to the Squaw C reek sub-watershed and then flows into the Fox River Watershed.

Description of storm sewer systems: The north area is tributary to a storm sewer system that conveys drainage south to Countryside Glen Lake. The south area is conveyed by swale to a culvert under Regan Lane and then into Countryside Glen Lake.

Description of impaired waters or waters subject to TMDLs: N/A

1.7 Site Features and Sensitive Areas to be Protected

Description of unique feature(s) that are to be preserved: Downstream of site is Countryside Glen Lake.

Describe measures to protect these feature(s): Silt fence, Sediment trap, Ditch checks.

1.8 Potential Sources of Pollution

Potentials sources of sediment to stormwater runoff: The grading of the site which will allow wind blown sediment and runoff conveyed sediment.

Potential sources of pollution, other than sediment, from construction to stormwater runoff: Oil, Gas, Diesel Fuel, Hydraulic Fluid, Transmission Fluid, Coolant from equipment used for the earthwork/construction on the property.



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: United States Department of the Interior Fish and Wildlife Service and the IL Department of Natural Resources (IDNR) submittals made with the original subdivision permitting 1995-2001.

If yes, describe the species and/or critical habitat: N/A

If yes, describe or refer to documentation which determines the likelihood of an impact on identified species and/or habitat and the steps taken to address that impact. (Note, if species are present 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. Please contact a state or tribal official for concerns related to state or tribal listing of species.) 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: IL Historic Preservation Agency submittals made with the original subdivision permitting 1995-2001.

• If yes, describe or refer to documentation which determines the likelihood of an impact on this historic site and the steps taken to address that impact. N/A

1.11 Maps

Please see Appendix B



SECTION 2: EROSION AND SEDIMENT CONTROL BMPS A Designated Erosion Control Inspector (DECI) for the Development shall complete inspections a minimum of every 7 calendar days, after a 0.5” rainfall event, upon completion of the installation of the sediment and runoff control measures and after the completion of each phase of the construction process. The practices shall be maintained as deemed necessary by the DECI for the Development.

2.1 Minimize Disturbed Area and Protect Natural Features and Soil: Silt fence is proposed at the limits of disturbance and therefore shall protect areas that are not to be disturbed. Topsoil stock pile has a designated area and shall be wrapped at the perimeter with silt fence and stabilized with temporary seeding when not actively being used. Inspections shall be a minimum of every 7 calendar days, after a 0.5” rainfall event, upon completion of the installation of the sediment and runoff control measures and after the completion of each phase of the construction process.

2.2. Phase Construction Activity: • Phase I

The installation of perimeter controls, stabilized construction entrance, inlet protection, ditch checks and sediment traps.

Anticipated start 9-1-08: end date: Beginning of Phase II. BMP’s shall be as indicated on the Soil Erosion and Sediment Control

Plan(s) Temporary stabilization shall occur in all areas of disturbance within 14

days in areas of the site that will not be worked within 21 days. • Phase II

This phase shall include mass grading and filling of the property and installation of the storm sewer.

Duration of phase; start date: End of Phase I; end date: beginning of Phase III

BMP’s shall be as indicated on the Soil Erosion and Sediment Control Plan(s)

Temporary stabilization shall occur in all areas of disturbance within 14 days in areas of the site that will not be worked within 21 days. All areas where construction/grading has been completed shall be re-spread with topsoil and permanently stabilized.

• Phase III

Topsoil re-spread and permanent stabilization of all disturbed areas. Removal of all temporary sediment control measures not necessary to prevent sediment from leaving the site.

Duration of phase; start date: End of Phase II; end date: 11-1-08



BMP’s shall be as indicated on the Soil Erosion and Sediment Control Plan(s)

Upon establishing 70% coverage of all disturbed areas the remaining temporary control measures shall be removed and all disturbance stabilized.

2.3 Control Stormwater Flowing Onto and Through the Project:

• BMP Description: Silt fence

• Installation Schedule: Phase I (9-1-08)

• Maintenance and Inspection: Repair construction damaged and knocked down areas. Remove and replace silt fence that has deteriorated from sunlight. Remove sediment as it accumulates. Inspections shall be a minimum of every 7 calendar days, after a 0.5” rainfall event, upon completion of the installation of the sediment and runoff control measures and after the completion of each phase of the construction process.

• Responsible Staff: Earthwork Contractor

2.4 Stabilize Soils:

• BMP Description: Temporary seeding – Used to provide a stabilized ground cover prior to final grading and stabilization.

Permanent Temporary

• Installation Schedule: Following mass grading when areas will not be reworked within 21 days of the last hydrologic disturbance.

• Maintenance and Inspection: The temporarily stabilized areas shall be inspected a minimum of every 7 calendar days and after a 0.5” rainfall event. Maintenance shall be re-seeding as necessary for those areas that vegetation does not establish.

• Responsible Staff: Grading Contractor

______________________________________________________________________________

• BMP Description: Erosion Control Blanket – To be installed in the bottom of swales as indicated on the Erosion Control Plan.

Permanent Temporary

• Installation Schedule: Immediately upon completion of the final grading of the swales.

• Maintenance and Inspection: Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event. Damage such as lose ends,



staples that are not holding the blanket down and etc. shall be repaired as needed.


____________________________________________________________________________

• BMP Description: Mulching – Use of straw, wood fiber or other organic mulch to stabilize the soil.

Permanent Temporary

• Installation Schedule: At completion of mass grading and after topsoil re-spread and seeding.

• Maintenance and Inspection: Maintenance shall include the reapplication of mulch that has been displaced. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event and after wind storms.


• BMP Description: Permanent Seeding – Where final grading has been completed permanent seeding accomplished.

Permanent Temporary

• Installation Schedule: At completion of final grading and after topsoil re-spread.

• Maintenance and Inspection: Maintenance shall include the reapplication of seed for areas that have not established cover. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event and after wind storms.


2.5 Protect Slopes:

• BMP Description: All slopes will be graded at 4(H) to 1(V) or flatter so as to prevent erosive slopes. Grading/construction of the slopes shall be completed in a transverse direction to the slope.

• Installation Schedule: Slopes to be constructed during mass grading.

• Maintenance and Inspection: Slopes shall be monitored for erosion and re-grading completed as necessary. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event and after wind storms.




2.6 Protect Storm Drain Inlets:

• BMP Description: Inlet Baskets

• Installation Schedule: Phase I - 9-1-08 (to be installed prior to commencing of earthwork)

• Maintenance and Inspection: Maintenance shall include the removal of sediment from the product or replace fabric as necessary. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event.


2.7 Establish perimeter controls and sediment barriers:

• BMP Description: Check Dams

• Installation Schedule: Following mass grading when areas will not be reworked within 21 days of the last hydrologic disturbance.

• Maintenance and Inspection: Maintenance shall include the removal of sediment as it accumulates from behind the ditch check and replacement of the ditch check if needed. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event.


___________________________________________________________________________

• BMP Description: Silt Fence – Trenched geotextile fabric upheld by posts to intercept sediment from sheet flow runoff.

• Installation Schedule: Phase I - 9-1-08. To be installed prior to commencing of earthwork and additional Silt Fence installed as needed during construction.

• Maintenance and Inspection: Remove and replace any areas that have been deteriorated by sunlight. Repair blowout areas, wind blown and torn, knocked down and undercut areas. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event and after wind storms.


2.8 Retain Sediment On-Site and Control Dewatering Practices:

• BMP Description: Sediment Trap – An excavated or earthen berm constructed area to hold sediment laden stormwater runoff and allow sediment removal.

• Installation Schedule: To be installed during the mass grading or immediately following earthwork as necessary.



• Maintenance and Inspection: Remove sediment as need to maintain necessary volume. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event


______________________________________________________________________________

• BMP Description: Dewatering Structure Perforated Riser – Perforated PVC with non-woven filter fabric wrapped around mesh (chicken wire or hardware cloth).

• Installation Schedule: To be installed during the mass grading or immediately following earthwork.

• Maintenance and Inspection: Remove sediment as need to maintain necessary volume. Replace filter fabric and stone as necessary. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event


______________________________________________________________________________

• BMP Description: Street Cleaning

• Installation Schedule: To be completed as necessary during the entire construction process.

• Maintenance and Inspection: All public roads where access is taken shall be inspected at the start and end of each active construction day. Sediment shall be removed as needed. During non-active construction phases inspection shall be a minimum of every 7 calendar days and after a 0.5” rainfall event.




2.9 Establish Stabilized Construction Exits:

• BMP Description: Stabilized Construction Entrance – Filter Fabric with coarse stone/aggregate is placed at the egress/ingress of the construction traffic to remove sediment and prevent off-site tracking.

• Installation Schedule: Phase I - 9-1-08 To be installed prior to commencing of earthwork/mass grading.

• Maintenance and Inspection: The condition and the functionality shall be inspected at the start and end of each active construction day. Sediment laden stone shall be removed or stone washed with sediment from washing conveyed to a stabilized area. Additional stone shall be placed as necessary. During non-active construction phases inspection shall be a minimum of every 7 calendar days and after a 0.5” rainfall event.


2.10. Additional BMPs:

• BMP Description: Rip Rap Flared End Section

• Installation Schedule: To be installed upon completion of storm sewers installation.

• Maintenance and Inspection: Additional stone shall be placed as necessary after initial settling. Inspection shall be a minimum of every 7 calendar days and after a 0.5” rainfall event.


SECTION 3: GOOD HOUSEKEEPING BMPS

3.1 Good Housekeeping BMPs

Material Handling and Waste Management:

Establish Proper Building Material Staging Areas: Designate Washout Areas: Establish proper equipment/vehicle fueling and maintenance practices: Allowable non-stormwater discharges and control equipment/vehicle washing: Spill Prevention and Control Plan: Any Additional BMPs:



Project Information:

1. Material Handling and Waste Management:

• BMP Description: Trash Container

• Installation Schedule: Installed upon completion of Phase 1 erosion measures

• Maintenance and Inspection: Container shall be monitored and emptied as necessary.


______________________________________________________________________________

• BMP Description: Portable Toilet

• Installation Schedule: Prior to the start of mass grading

• Maintenance and Inspection: As needed

• Responsible Staff: Portable Toilet Contractor

2. Establish Proper Building Material Staging Areas: N/A

3. Designate Washout Areas: N/A

4. Establish proper equipment/vehicle fueling and maintenance practices:

• BMP Description: Drip Pans, Drip Cloths or Absorbent Pads

• Installation Schedule: Used whenever replacing spent fluids

• Maintenance and Inspection: N/A


___________________________________________________________________________

• BMP Description: Construction Staging Area – Used to park equipment, complete fueling and repairs

• Installation Schedule: To be installed at the start of mass grading.

• Maintenance and Inspection: Inspection shall be a minimum of every 7 calendar days and after a 0.5” rainfall event.


___________________________________________________________________________

• BMP Description: Spill Kit

• Installation Schedule: To be kept in the fueling area and installed at the start of mass grading.



• Maintenance and Inspection: The Kit shall be maintained complete.


5. Allowable non-stormwater discharges and control equipment/vehicle washing:

• BMP Description: Vehicle Washing shall be completed in a manor that conveys wash water to a BMP where it can be treated prior to leaving the site. All fluids used to wash vehicles shall be environmentally friendly.

• Installation Schedule: Any time a vehicle is washed

• Maintenance and Inspection: N/A


6. Spill Prevention and Control Plan:

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. (See SWPPP Guide, Chapter 5, P2 Principle 6 for more information.)

Also, see EPA’s Spill Prevention and Control Plan BMP Fact Sheet at www.epa.gov/npdes/stormwater/menuofbmps/construction/spill_control

• The plan shall confine hazardous wastes to the staging area. This will require that all equipment be fueled and repaired (minor repairs only) in the staging area. The storage of hazardous waste (petroleum products) at the site shall be minimized.

7. Any Additional BMPs: N/A

3.2 Allowable Non-Stormwater Discharge Management

Sources of non-stormwater discharges:

• Discharges from fire-fighting activities

• Waters used to wash vehicles where detergents are not used

• Water used to control dust

• Uncontaminated ground water or spring water

• Uncontaminated excavation dewatering

• Landscape irrigation



Measures used to eliminate or reduce these discharges and the BMP’s used to prevent them from becoming contaminated:

• BMP Description: Dewatering Structure Perforated Riser – Perforated PVC with non-woven filter fabric wrapped around mesh (chicken wire or hardware cloth).

• Installation Schedule: To be installed in areas where necessary and for dewatering as needed.

• Maintenance and Inspection: Remove sediment as need to maintain necessary volume. Replace filter fabric and stone as necessary. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event

• Responsible Staff: Grading Contractor _____________________________________________________________________________________

• BMP Description: Sediment Trap – An excavated or earthen berm constructed area to hold sediment laden stormwater runoff and allow sediment removal.

• Installation Schedule: To be installed prior to dewatering or in areas necessary to retain runoff.

• Maintenance and Inspection: Remove sediment as need to maintain necessary volume. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event

• Responsible Staff: Grading Contractor _____________________________________________________________________________

• BMP Description: Dewatering/Sediment bag – used to filter sediment from runoff.

• Installation Schedule: Installed prior to the start of the dewatering.

• Maintenance and Inspection: Clean sediment from bag or replace bag as necessary. Inspections shall be a minimum of every 7 calendar days and after a 0.5” rainfall event.


SECTION 4: SELECTING POST-CONSTRUCTION BMPs

Earth dikes, drainage swales, and lined ditches

Inlet protection/velocity dissipation devices



Vegetated strips and/or swales

• BMP Description: Vegetated Swales: Areas on the property used to convey runoff to outfalls that are vegetated.

• Installation Schedule: To be completed and vegetated after topsoil has been placed.

• Maintenance and Inspection: The grading contractor and the owner shall monitor and maintain the vegetative growth.


• BMP Description: Stone Inlet/Flared End: Stone placed at the inflow of the storm sewer to prevent erosion.

• Installation Schedule: Installed upon completion of the storm sewer.

• Maintenance and Inspection: Additional stone shall be placed if settling occurs, the inspections shall be done during the stabilization time frame.

• Responsible Staff: Grading Contractor.

SECTION 5: INSPECTIONS and MAINTENANCE

5.1 Inspections

1. Inspection Personnel:

• Mr. Nick Philippas is the stormwater compliance officer and is responsible forsite compliance with the SWPPP and EPA’s Construction General Permit. Mr. Nick Philippas will conduct inspections for all areas of the site disturbed by construction activities, areas used for storage of materials that are exposed to precipitation, discharge points, and construction exits.

• In absence of Mr. Nick Philippas, an associate will complete the necessary inspections

2. Inspection Schedule and Procedures:

• Inspection shall be a minimum of every 7 calendar days and after a 0.5” rainfall event.

• The inspections will verify that all BMPs required in Sections 2 and 3 are implemented, maintained, and effectively minimizing erosion and



preventing stormwater contamination from construction materials. For detailed inspection procedures, see Sections 2 and 3.

ii. Describe the general procedures for correcting problems when they are identified. Include responsible staff and timeframes for making corrections.

• If corrective actions are identified by Mr. Nick Philippas during the inspection, he will prepare an inspection report take corrective actions within 24 hours of the report and completing maintenance as soon as possible or before the next storm event. For any corrective actions requiring a SWPPP amendment or change to a stormwater conveyance or control design, Mr. Philippas will notify Reed Engineering soon as possible, before initiating the corrective action.

• For a copy of the inspection report, see Appendix E.

5.2 Delegation of Authority

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

Excavation & Demolition Services

Nick Philippas 4345 DiPaolo Center Glenview IL 60025

847.391.9911 P 847.391.9914 F

[email protected]

• See Appendix K – Delegation of Authority

5.3 Corrective Action Log

• See Appendix F – Corrective Action Log



SECTION 6: Recordkeeping and Training

6.1 Recordkeeping

• See Appendix E – Inspection Report

6.2 Log of Changes to the SWPPP

• See Appendix G – SWPPP Amendment Log



SECTION 7: FINAL STABILIZATION

• BMP Description: Erosion Control Blanket – To be installed in the bottom of swales as indicated on the Erosion Control Plan.

• Installation Schedule: Immediately upon completion of the final grading of the swales.

• Maintenance and Inspection: Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event. Damage such as lose ends, staples that are not holding the blanket down and etc. shall be repaired as needed.


____________________________________________________________________________

• BMP Description: Mulching – Use of straw, wood fiber or other organic mulch to stabilize the soil.

• Installation Schedule: At completion of mass grading and after topsoil re-spread and seeding.

• Maintenance and Inspection: Maintenance shall include the reapplication of mulch that has been displaced. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event and after wind storms.


____________________________________________________________________________

• BMP Description: Permanent Seeding – Where final grading has been completed permanent seeding shall be accomplished as indicated on the plans.

• Installation Schedule: At completion of final grading and after topsoil re-spread.

• Maintenance and Inspection: Maintenance shall include the reapplication of seed for areas that have not established cover. Inspection shall be a minimum of every 7 calendar days, after a 0.5” rainfall event and after wind storms.




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: ____________________________

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: ____________________________



SWPPP APPENDICES Attach the following documentation to the SWPPP:

App A - General Location Map

App B - Site Maps

App C - General NPDES Permit No.ILR10

App D - Copy of IEPA NOI

App E - Field Observation Reports

App F - Corrective Action Log

App G - SWPPP Amendment Log

App H - Subcontractor Certifications/Agreements

App I - Grading and Stabilization Activities Log

App J - SWPPP Training Log

App K – Delegation of Authority Form

App L – IEPA Incidence of Non-Compliance (ION)

App M – IEPA Notice of Termination (NOT)



Appendix A – General Location Map



Appendix B - Site Maps (Floodplain)



Appendix B - Site Maps (Aerial)



Appendix F – 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 – SWPPP Amendment Log Project Name: SWPPP Contact: Amendment No. Description of the Amendment Date of Amendment Amendment Prepared by

[Name(s) and Title]


EPA SWPPP Template, Version 1.1, September 17, 2007

Appendix H – 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 I – Grading and Stabilization Activities Log Project Name: 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 J – SWPPP Training Log

Stormwater Pollution Prevention Training Log

Project Name: 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 1 2 3 4 5 6 7 8 9 10



Appendix K – 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 a: swppp template · appendix a: swppp template ... field observation reports app f ......

Documents