STORM WATER POLLUTION PREVENTION PLAN for Construction Activities Located at

SPENCER ROAD INDUSTRIAL PARK PHASE II Will County, Joliet, IL

Date: September 19, 2008

Base Outline Prepared for:

Highway Transport, Inc. 1500 Amherst Road Knoxville, TN 37908 Phone: (865) 934-5601 Facsimile: (800) 818-0198

Base Outline Prepared by:

Ruettiger, Tonelli & Associates, Inc. 2174 Oneida Street Joliet, IL 60435 Phone: 815-744-6600 Facsimile: 815-744-0101 Project No.: 20060046.01

N:\Clerical\2006\0046.01\SWPPP_NOI\SWPPP Booklet.doc_9-11-08.doc

TABLE OF CONTENTS INTRODUCTION 1.

PROJECT & SITE DESCRIPTION A. B. C. D.

2.

Project Overview Existing Site Drainage Conditions Proposed Site Drainage Conditions Sequence of Major Construction Activities

CONTROLS A. B. C. D.

Erosion and Sediment Controls Structural Practices Stormwater Management Other Controls

3.

MAINTENANCE

4.

INSPECTION REQUIREMENTS

5.

NON-STORMWATER DISCHARGE

6.

CERTIFICATIONS

ATTACHMENTS Attachment 1 – Owner Certification Attachment 2 – Contractor Certifications Attachment 3 – Notice of Intent (NOI) Attachment 4 – General Permit (ILR 10) Attachment 5 – Incidence of Non-Compliance (ION) Attachment 6 – Notice of Termination (NOT) Attachment 7 – Inspection Reports

APPENDICES Appendix A – Erosion Control Plan

INTRODUCTION This Stormwater Pollution Prevention Plan shall be kept onsite and maintained in accordance with the requirements of NPDES Permit Number ILR 10, issued by the Illinois Environmental Protection Agency (IEPA) for stormwater discharges from Construction Site Activities. As the future phases of construction are designed, the corresponding SESC plans will be developed and should be reviewed and inserted into this binder as per ILR 10 permit.

1.

PROJECT & SITE DESCRIPTION •

Acreage: 8.109

•

Receiving Waters: Unnamed tributary to Sugar Run

•

Wetland and Waters: Unnamed tributary to Sugar Run

•

Proposed Condition Runoff Curve Number: 98

•

Hydrologic Soil Group: C

•

Time of Concentration: 0.2 hr

•

Approved State or Local Plans: The management practices, controls, and other provisions contained in this Plan are intended to be in accordance with the standards and specifications contained in the Illinois Environmental Protection Agency “Illinois Urban Manual” 2002 edition. Local Permitting Agencies include the City of Joliet and Will County Division of Highways.

A.

Project Overview: The project consists of the construction of a box culvert and road to furnish the second phase of the Spencer Road Industrial Park. Some channel modification will also be required to account for the compensatory storage.

B.

Existing Site Drainage Conditions The site includes the unnamed tributary to Sugar Run and farmed property to the south of the tributary. The property receives some off site flows from the south. The property generally flows south to north.

C.

Proposed Site Drainage Conditions The site will maintain all existing drainage patterns. The end user of lot 7 will be required to prepare plans to address proposed conditions.

D.

Sequence of Major Construction Activities The project will be constructed in several distinct phases. Appropriate soil erosion and sediment control measures shall be in place prior to any earth excavation. Updates to the SWPPP include written notes or markups on the SESC plan to identify field modifications to the controls. In general, each phase will be constructed with the following schedule: 1. 2. 3. 4. 5. 6.

2.

Install Sediment Control Measure (e.g. silt fence, construction entrances, etc.) Clearing and Grubbing Mass Grading and Topsoil Stockpiling-Stormwater Facilities Install Erosion Control Measures (e.g. blanket, hydroseed, riprap, etc.) Install storm sewer Final Stabilization

CONTROLS

The Soil Erosion and Sediment Control (SESC) Plans are included within this report. The plans indicate surface drainage patterns, the extent of site disturbance, and the various soil erosion and sediment controls planned to be used on the site. Prior to the start of construction, the plans present a base line for limiting soil erosion and providing an action plan for establishing sediment control. As construction progresses, the SESC plan should be continually reviewed and modified to address issues identified during the routine inspections. The narrative below outlines the general practices of implementing the various controls. The SESC plans and project specifications should be consulted for project specifics.

A.

Erosion and Sediment Controls Stabilization Practices The contractor shall remove vegetated areas only as required to complete the work. The SESC plans identify temporary and permanent stabilization practices after earthwork activities have ceased. Both the Engineering Plans and the Landscape plans should be consulted for permanent restoration measures. Exposed soil surfaces shall be stabilized with vegetation and/or protective mulches or blankets after soil disturbing activities have ceased. If conditions prevent effective use or placement of such measures then the installation of structural controls such as sediment barrier fencing and sediment traps, in addition to those identified on the SESC plans, may be required. Stabilization measures shall be initiated as soon as practical after the soil disturbing activities have temporarily or permanently ceased, but in no case more than 14 days after such operations have ceased. If construction activity is scheduled to cease for a period of less than 21 calendar days, then stabilization measures do not have to be initiated on that portion of site by the 14th day after construction activity temporarily or permanently ceases is precluded by snow cover, stabilization measures shall be initiated as soon as practical. The project’s SESC Plans identify the placement of the various ground cover stabilization practices. Seed and mulch has been specified as the primary means of stabilization after earthwork activities have ceased. Erosion control blankets are specified where the ground slope exceeds the gradient at which mulch can sufficiently protect against erosion from runoff prior to the establishment of vegetation. The blankets are to be installed per manufacture’s guidelines which must also meet the project specifications. After blankets are installed around detention basins, a silt fence

will be installed at the top of the slope to protect the area as the vegetation becomes established. Seeded areas susceptible to significant wind or water erosion as identified during the routine site inspections, shall be protected by the use of applied mulch or erosion control blankets. Applicable specifications are included on the project plans. Unvegetated Areas Unvegetated areas anticipated to remain unpaved or unrestored for longer than 21 days shall be protected with temporary erosion control seeding and/or mulching within 14 days after soil disturbing construction activities have ceased. If unvegetated areas are to remain unpaved or unrestored for less than 21 days, sediment barrier fences shall be installed where the person conducting the routine inspections determines that sediment runoff will affect adjacent areas. Vegetative Ground Covers Permanent vegetative ground covers (seeding, sodding, and planting) and associated erosion control measures (protective mulches and blankets) shall be in accordance with the requirements of the Project Plans and Specifications.

B.

Structural Practices Sediment Barrier Fences (Silt Fence) shall be installed at the locations indicated on the plans and around soil stockpiles and other locations where it is deemed necessary to filter sediment from storm runoff. Such barriers shall be installed prior to the initiation of construction activities that will disturb soils for significant portions of the site (i.e., earthwork operations or the installation of underground utilities). These barriers shall be installed as detailed in the plans and shall be maintained until final stabilization is achieved. “Final Stabilization” shall mean that all soil disturbing activities at the site have been completed, that a uniform perennial vegetative cover with a density of 70% has been established over all disturbed areas and that equivalent stabilization measures (such as the use of riprap, concrete block mats or geotextiles) have been employed where the use of vegetative cover is not suitable. Storm drain systems will be installed concurrently with earthwork operations. Runoff from proposed pavement areas will be collected by inlet structures and drain via storm sewer to the detention basins. Filter fabric barriers shall be installed on all drainage structure grates and maintained in place for the duration of construction activities. Filter fabric fence barriers shall be placed around structures receiving surface runoff where indicated on the plans and where required by the person conducting the routine SESC inspections due to site conditions during construction. Siltation control measures shall be installed at inlet structure grates in accordance with the details and specifications included in the Plan Documents. Soil Stockpiles Topsoil and subgrade material stockpiles scheduled to remain in place longer than 14 days shall be surrounded with a sediment barrier fence unless runoff from the stockpile area drains directly to a constructed sediment trap serving only the stockpile. Topsoil stockpiles that will remain in place longer than 21 days shall be stabilized with temporary erosion control seeding (seeds and mulch) within 14 days after construction of the stockpile.

C.

Stormwater Management Various stormwater management measures to control drainage and flow velocity will be installed as part of this project. These measures include the installation of grass swales, numerous storm drains with inlet and outlet protection, numerous detention basins, and control structures between the basins. Permanent Controls The designed stormwater management system will function together to control the transport of pollutants (primarily sediment) downstream off the project site. The stormwater basins will provide attenuation of stormwater runoff and provide the opportunity for sediment settling. The shorelines of the basins will be planted with the appropriate vegetation or reinforced to be protected against erosion per the Engineering and Landscape Plans. Grass swales are incorporated where possible to minimize the amount of storm sewer piping and increase pollutant filtering, encourage infiltration, and increase travel time to the detention basins. The swales will be lined with blankets and seeded. The blankets will provide protection against erosion prior to the establishment of the permanent vegetation. Storm structures will be used throughout the storm sewer systems to capture sediment materials that may otherwise enter the system. These catch basins will require periodic inspection and sediment removal. Velocity dissipation devices Stabilized swales are incorporated where possible to minimize the amount of storm sewer piping. The use of these swales reduces the velocity of runoff compared to if storm sewers were used. Where storm sewers are necessary, outlet protection is specified at the discharge location of the sewers. The outlet protection detail is included on the SESC detail sheet of the engineering plans. Check Dams are used to reduce the velocity of runoff through swale areas. Types of check dams to be used include rock check dams and triangular silt dikes.

D.

Other Controls Waste Disposal Waste Disposal practices shall prevent the discharge of solid materials, including building material, to waters located downstream of the site. No solid materials shall be discharged into waters of the State or waters of the U.S. The contractor shall comply with applicable waste disposal and sanitary sewer regulations. Spill Prevention Contractor shall maintain good housekeeping practices for the duration of the project. All soluble and liquid materials stored on-site shall be suitably covered, or placed within an enclosure. The contents of partially used containers of such materials shall be placed in sealable containers to avoid spills. All on-site vehicles shall be monitored for leaks. Petroleum products shall be stored in tightly sealed containers that are clearly labeled. Cleanup material, such as absorbent pillows and trash containers, shall be maintained on site. Incident spills (less than 12.5 gallons of gasoline and 25 gallons of diesel) shall be cleaned up immediately upon discovery. Larger spills shall be recovered only by qualified personnel as defined by OSHA (29 CFR 1910.120). Contractor shall take immediate action, however to prevent

spill from spreading or discharging off site. Such action may include construction of earthen dikes and plugging culverts. All spills shall be reported to the Owner’s representative in a prompt manner. The Owner’s representative shall report spills to government agencies as required. Construction Entrances Construction entrances shall be constructed prior to the start of earthwork activities. All construction vehicles shall enter and exit the site only through approved construction entrances as identified on the SESC plans.

3.

MAINTENANCE

Silt fence and structure grate sediment barriers shall be cleaned or replaced as needed to provide adequate filtering and flow capacity for its effective use. Seeded and planted areas shall be maintained by watering, fertilizing, mulching, reseeding, filling of rivulets, etc. as necessary to develop an acceptable stand of vegetation. Construction access and public road pavements shall be cleaned daily as needed to remove and prevent the spread of mud and debris from construction operations. Sediment Traps and Basins will be cleaned out when they are ½ full.

4.

INSPECTION REQUIREMENTS

Qualified personnel shall inspect: • • •

Disturbed areas of the construction site which have not been stabilized with impervious materials or vegetative ground cover Structural control measures (i.e., silt fences, grate fabrics, etc.) Off-site roads and on-site pavements which the contractors’ vehicles and/or equipment operate.

Such inspections shall be conducted at least once every 7 calendar days and within 24 hours of the end of a storm event that has 0.5 inches or more of precipitation. a.

Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of (or potential for) silt and other pollutants entering the drainage system or discharging off-site. Erosion and sediment control measures shall be observed to ensure they are operating correctly. Discharge locations shall be inspected to determine the effectiveness of erosion control measures in preventing significant impacts to receiving waters. Roadways on which vehicles (associated with this project travel) shall be inspected for evidence of off-site sediment tracking.

b.

Based on the results of the inspection, pollution prevention measures shall be revised as appropriate, as soon as practical after such inspection. Such modifications shall provide for timely implementation of any changes to the Plan within 7 calendar days following the inspection.

c.

Inspection reports shall be prepared. These reports shall indicate the scope of the inspection, name(s) and qualifications of personnel conducting the inspection, the date(s) of the inspection, major observations relating to the implementation of this Plan and actions taken. The reports shall be retained as part of the Plan for at least 3 years after the date that the permit coverage expires or is terminated. The reports can be made on

the sample forms included in this binder and shall be signed in accordance with part VI.G of the General Permit. d.

If violations of the provisions of the Plan are identified during the performance of the associated work, such violations will be reported promptly to the Owner’s representative. The Owner’s representative or its authorized representative shall complete and file an “Incidence of Noncompliance” (ION) report, a copy is provided in this binder, for the identified violation. The submittal shall include specific information on the cause of the noncompliance, and a statement detailing any environmental impact that may have resulted from such. All reports of noncompliance shall be signed by an authorized representative of the Owner in accordance with Part VI.G of the General Permit. The report shall be mailed to:

Illinois Environmental Protection Agency Division of Water Pollution Control Attn: Compliance Assurance Section 1021 North Grand East P.O. Box 19276 Springfield, IL 62794-9276

5.

NON-STORM WATER DISCHARGES

Non-storm water discharges from the site include flows from fire fighting activities and groundwater pumped for construction dewatering. All water originating from construction dewatering operations shall be suitably filtered prior to discharge from the site. There shall be no other sources of non-storm water combined with storm water discharges associated with construction activity from the project site.

6.

CERTIFICATIONS

Certifications to be signed by the Owner and the Contractors retained to perform the work are included in the binder. Any contractor conducting work on site should review and sign the certification.

ATTACHMENTS

ATTACHMENT 1 STORMWATER POLLUTION PREVENTION PLAN OWNER CERTIFICATION STATEMENT

STORMWATER POLLUTION PREVENTION PLAN OWNER CERTIFICATION STATEMENT

Project:

Spencer Road Industrial Park - Phase II

Project Location:

Joliet, Will County, IL

This certification statement is a part of the Stormwater Pollution Prevention Plan for the project identified above in accordance with NPDES Permit No. ILR10, issued by the Illinois Environmental Protection Agency on May 30, 2003, for stormwater discharges from Construction Site Activities. 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(s) 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.

Signature

Position

Owner Name

Address

Telephone

Date

ATTACHMENT 2 STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR CERTIFICATION STATEMENT

STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR’S CERTIFICATION STATEMENT

Project:

Spencer Road Industrial Park - Phase II

Project Location:

Joliet, Will County, IL

I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit (ILR10) that authorizes the stormwater discharges associated with industrial activity from the construction site identified as part of this certification.

Signature

Position

Owner Name

Address

Telephone

Date

ATTACHMENT 3 NPDES PERMIT NOTICE OF INTENT (NOI)

ATTACHMENT 4 GENERAL PERMIT (ILR10)

ATTACHMENT 5 INCIDENCE OF NON-COMPLIANCE (ION)

ILLINOIS ENVIRONMENTAL PROTECTION AGENCY CONSTRUCTION SITE STORM WATER DISCHARGE INCIDENCE OF NON-COMPLIANCE (ION) LAST PERMITTEE NAME: STREET: CONSTRUCTION SITE NAME: COUNTY:

NPDES PERMIT NUMBER:

FIRST

MIDDLE INITIAL AREA CODE &

SECTION DEG:

I L R 1 0

PHONE NUMBER ST: ZIP:

CITY:

MIN:

TOWNSHIP: SEC.

LATITUDE:

RANGE: DEG:

MIN.

SEC.

LONGITUDE:

CAUSE OF NON-COMPLIANCE:

ACTIONS TAKEN TO PREVENT ANY FURTHER NON-COMPLIANCE:

ENVIRONMENTAL IMPACT RESULTING FROM THE NON-COMPLIANCE:

ACTIONS TAKEN TO REDUCE THE ENVIRONMENTAL IMPACT RESULTING FROM THE NON-COMPLIANCE:

SIGNATURE:________________________________________________

TITLE:

DATE: FOR OFFICE USE ONLY

MAIL COMPLETED FORM TO: (DO NOT SUBMIT ADDITIONAL DOCUMENTATION UNLESS REQUESTED)

ILLINOIS ENVIRONMENTAL PROTECTION AGENCY DIVISION OF WATER POLLUTION CONTROL COMPLIANCE ASSURANCE SECTION #19 POST OFFICE BOX 19276 SPRINGFIELD, ILLINOIS 62794-9276

LOG: PERMIT NO. ILR10 ___ ___ ___ ___ DATE:

Information required by this form must be provided to comply with 415 ILCS 5/39 (1996). Failure to do so may prevent this form from being processed and could result in your application being denied. This form has been approved by the Forms Management Center IL 532 2105 WPC 624 Rev. 6/98

GUIDELINES FOR COMPLETION OF INCIDENCE OF NON-COMPLIANCE (ION) FORM

Complete and submit this form for any violation of the Storm Water Pollution Prevention Plan observed during any inspection conducted, including those not required by the plan. Please adhere to the following guidelines. Submit original, photocopy or facsimile copies. Facsimile and/or photo copies should be followedup with an original signature copy as possible. Please write “copy” under the “For Office Use Only” box in the lower right hand corner. Submit completed forms to: Illinois Environmental Protection Agency Division of Water Pollution Control Permit Section Post Office Box 19276 Springfield, IL 62794-9276 Reports must be typed or printed legibly and signed. Use the formats given in the following examples for correct form completion.

Example

Format

SECTION

12

1 or 2 numerical digits

TOWNSHIP

12N

1 or 2 numerical digits followed by “N” or “S”

RANGE

12W

1 or 2 numerical digits followed by “E” or “W”

ATTACHMENT 6 NOTICE OF TERMINATION (NOT)

ILLINOIS ENVIRONMENTAL PROTECTION AGENCY

NOTICE OF TERMINATION (NOT)

OF COVERAGE UNDER THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION SITE ACTIVITIES Please use the tab or arrow keys OWNER INFORMATION NAME:

LAST

FIRST

MIDDLE

OWNER TYPE:

MAILING ADDRESS: CITY:

ZIP:

STATE:

CONTACT PERSON:

TELEPHONE NUMBER:

AREA CODE NUMBER

CONTRACTOR INFORMATION NAME:

LAST

FIRST

MAILING ADDRESS:

MIDDLE

TELEPHONE NUMBER:

CITY:

AREA CODE

STATE:

NUMBER

ZIP:

CONSTRUCTION SITE INFORMATION FACILITY NAME: FACILITY LOCATION: CITY: COUNTY:

OTHER NPDES PERMIT NOS.:

ST:

ZIP: SECTION:

LATITUDE:

LONGITUDE:

TOWNSHIP:

RANGE:

DATE PROJECT HAS BEEN COMPLETED AND STABILIZED: I certify under penalty of law that disturbed soils at the identified facility have been finally stabilized or that all storm water discharges associated with industrial activity from the identified facility that are authorized by an NPDES general permit have otherwise been eliminated. I understand that by submitting this notice of termination, that I am no longer authorized to discharge storm water associated with industrial activity by the general permit, and that discharging pollutants in storm water associated with industrial activity to Waters of the State is unlawful under the Environmental Protection Act and the Clean Water Act where the discharge is not authorized by an NPDES permit.

OWNER SIGNATURE:______________________________________

DATE:_________________________________ FOR OFFICE USE ONLY

MAIL COMPLETED FORM TO: (DO NOT SUBMIT ADDITIONAL DOCUMENTATION UNLESS REQUESTED)

ILLINOIS ENVIRONMENTAL PROTECTION AGENCY DIVISION OF WATER POLLUTION CONTROL ATTN: PERMIT SECTION POST OFFICE BOX 19276 SPRINGFIELD, ILLINOIS 62794-9276

LOG: PERMIT NO. ILR10__ __ __ __ DATE:

Information required by this form must be provided to comply with 415 ILCS 5/36 (1996). Failure to do so may prevent this form from being processed and could result in your application being denied. This form has been approved by the Forms Management Center. IL 532 2102 WPC 621 Rev. 1.04

GUIDELINES FOR COMPLETION OF NOTICE OF TERMINATION (NOT) FORM

Please adhere to the following guidelines: Submit original, photocopy or facsimile copies. Facsimile and/or photo copies should be followed-up with an original signature copy as soon as possible. Please write "copy" under the "For Office Use Only" box in the lower right hand corner. ····

Submit completed forms to: Illinois Environmental Protection Agency Division of Water Pollution Control Permit Section Post Office Box 19276 Springfield, Illinois 62794-9276 217/782-0610

····

Reports must be typed or printed legibly and signed.

····

N0TE: FACILITY LOCATION IS NOT NECESSARILY THE FACILITY MAILING ADDRESS, BUT SHOULD DESCRIBE WHERE THE FACILITY IS LOCATED.

····

Use the formats given in the following examples for correct form completion.

····

Example

Format

SECTION

12

1 or 2 numerical digits

TOWNSHIP

12N

RANGE

12W

1 or 2 numerical digits followed by "N" or "S" 1 or 2 numerical digits followed by "E" or "W"

Final stabilization has occurred when: (a) (b)

(C)

all soil disturbing activities at the site have been completed a uniform perennial vegetative cover with a density of 70% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed.

ATTACHMENT 7 INSPECTION REPORTS

Stormwater Construction Site Inspection Report General Information Project Name NPDES Tracking No.

Location

Date of Inspection

Start/End Time

Inspector’s Name(s) Inspector’s Title(s) Inspector’s Contact Information Inspector’s Qualifications Describe present phase of construction Type of Inspection: Regular Pre-storm event

During storm event Post-storm event Weather Information Has there been a storm event since the last inspection? Yes No If yes, provide: Storm Start Date & Time: Storm Duration (hrs): Approximate Amount of Precipitation (in): Weather at time of this inspection? Clear Cloudy Rain Sleet Other: Temperature:

Fog

Have any discharges occurred since the last inspection? If yes, describe: Are there any discharges at the time of inspection? If yes, describe:

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Yes

Snowing

Yes

High Winds

No

No

Site-specific BMPs • Number the structural and non-structural BMPs identified in your SWPPP on your site map and list them below (add as many BMPs as necessary). Carry a copy of the numbered site map with you during your inspections. This list will ensure that you are inspecting all required BMPs at your site. • Describe corrective actions initiated, date completed, and note the person that completed the work in the Corrective Action Log. BMP BMP BMP Corrective Action Needed and Notes Installed? Maintenance Required? Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No

BMP

15 16 17 18 19 20

BMP Installed? Yes Yes Yes Yes Yes Yes

No No No No No No

BMP Maintenance Required? Yes No Yes No Yes No Yes No Yes No Yes No

Corrective Action Needed and Notes

Overall Site Issues Below are some general site issues that should be assessed during inspections. Customize this list as needed for conditions at your site. BMP/activity 1

Implemented?

Maintenance Required? Yes No

Are all slopes and disturbed areas not actively being worked properly stabilized? Are natural resource areas (e.g., streams, wetlands, mature trees, etc.) protected with barriers or similar BMPs? Are perimeter controls and sediment barriers adequately installed (keyed into substrate) and maintained? Are discharge points and receiving waters free of any sediment deposits?

Yes

No

Yes

No

Yes

No

Yes

No

Yes

No

Yes

No

Yes

No

5

Are storm drain inlets properly protected?

Yes

No

Yes

No

6

Is the construction exit preventing sediment from being tracked into the street? Is trash/litter from work areas collected and placed in covered dumpsters?

Yes

No

Yes

No

Yes

No

Yes

No

Are washout facilities (e.g., paint, stucco, concrete) available, clearly marked, and maintained?

Yes

No

Yes

No

2

3

4

7

8

Corrective Action Needed and Notes

BMP/activity 9

Implemented?

Maintenance Required? Yes No

Are vehicle and equipment fueling, cleaning, and maintenance areas free of spills, leaks, or any other deleterious material? Are materials that are potential stormwater contaminants stored inside or under cover?

Yes

No

Yes

No

Yes

No

11

Are non-stormwater discharges (e.g., wash water, dewatering) properly controlled?

Yes

No

Yes

No

12

(Other)

Yes

No

Yes

No

10

Corrective Action Needed and Notes

Non-Compliance Describe any incidents of non-compliance not described above:

CERTIFICATION STATEMENT “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.”

Print name and title: Signature:_________________________________________________________ Date:_____________________

EROSION AND SEDIMENT CONTROL INSPECTION REPORT Project Name: Inspection Date:

Time:

Stage of Construction Pre-Construction Mtg. Clearing & Grubbing

Rough Grading Building Construction

Yes No N/A

File No.: Inspected By:

Finish Grading Final Stabilization

Inspection Checklist 1. Have all disturbed areas requiring temporary or permanent stabilization been stabilized? Seeded? Mulched? Graveled? 2. Are soil stockpiles adequately stabilized with seeding and/or sediment trapping measures?

3. Does permanent vegetation provide adequate stabilization? 4. Have sediment trapping facilities been constructed as a first step in disturbance activity? 5. For perimeter sediment trapping measures, are earthen structures stabilized? 6. Are sediment basins installed where needed? 7. Are finished cut and fill slopes adequately stabilized? 8. Are on-site channels and outlets adequately stabilized? 9. Do all operational storm sewer inlets have adequate inlet protection? 10. Are stormwater conveyance channels adequately stabilized with channel lining and/or outlet protection? 11. Is in-stream construction conducted using measures to minimize channel damage? 12. Are temporary stream crossings of non-erodible material installed where applicable?

13. Is necessary restabilization of in-stream construction complete? 14. Are utility trenches stabilized properly? 15. Are soil and mud kept off public roadways at intersections with site access roads? 16. Have all temporary control structures that are no longer needed been removed? Have all control structure repairs and sediment removal been performed? 17. Are properties and waterways downstream from development adequately protected from soil erosion and sediment deposition due to increases in peak stormwater runoff?

SOIL EROSION AND SEDIMENT CONTROL SE/SC INSPECTION REPORT Project Name:

Permit#:

Inspection Date:

/

/

Time:

Inspected by:

STAGE OF CONSTRUCTION Pre-Construction Meeting Clearing and Grubbing Temporary Stabilization Finish Grading

Initial Installation of SE/SC Measures Rough Grading Building Construction Final Stabilization

INSPECTION CHECKLIST Yes No N/A Have all sediment trapping measures been installed prior to site disturbance? Have all soil erosion and sediment control devices indicated on the permitted plan set been installed? Are all soil stockpiles adequately stabilized with the use of temporary seed and a sediment trapping device? Are all perimeter sediment control devices properly installed and maintained? Are all sediment basins and/or traps properly installed, stabilized and are maintained in working condition? Have all stormwater management systems been constructed, stabilized and are functioning? Have all disturbed areas been stabilized with temporary or permanent measures within 14 days of the end of active hydrologic disturbance? Are finished cut and fill slopes adequately stabilized? Has all erosion control blanket, hydro-mulch, mulch or other erosion control devices been installed where required? Are stormwater conveyance channels adequately stabilized with channel lining and outlet protection? Do all operational storm sewer inlets have adequate inlet protection?

Yes No N/A Do all construction ingress and egress points have a stabilized construction entrance installed? Are soil and mud being kept off all adjacent public roadways? Are measures being taken to control dust? Are all utility trenches being properly backfilled, tamped and stabilized? Are temporary stream crossings of non-erodible material installed where applicable? Is necessary re-stabilization of in-stream construction complete? Have all temporary control structures that are no longer needed been removed within 30-days of final stabilization? Is there evidence of sediment leaving the site affecting downstream property? Please explain?

WEATHER CONDITIONS: SITE CONDITIONS: COMMENTS:

REPORT BY:

APPENDICES

APPENDIX A Erosion Control Plan