02_SBHC_Parking_Specs_RTA_4Nov15_2of2.pdf

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Storm Water Pollution Prevention Plan

FY16 PN 80412 SBHC Parking Structure Schofield Barracks, Oahu, Hawaii

Preparation Date 08 / 04 / 2015

FY16 PN 80412 SBHC Parking Structure, Schofield Barracks, Oahu, Hawaii

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Table of Contents

Table of Contents Site Specific BMPs Plan and Attachments

Attachment A - Project Site Maps, Construction Plans/Drawings, and Construction Schedule 3 Attachment B – Site Specific Storm Water Pollution Prevention Plan (SWPPP) Attachment C – Site Specific BMPs Plan Training Log Attachment D1 – Contractor Certifications/Agreements Attachment D2 – Subcontractor Certifications/Agreements Attachment E – Site Specific BMPs Inspection Report Form Attachment F – Contingency Plan Attachment G – Site Specific BMPs Amendment Log Attachment H – Monthly Compliance Reports Attachment I – Drainage System Owner’s Approval to Discharge Attachment J – Copies of NOI and any correspondence exchanged between the permittee and

DOH related to permit coverage Attachment K – Certification of the SWPPP

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Site Specific BMPs Plan and Attachments

Attachment A - Project Site Maps, Construction Plans/Drawings, and Construction Schedule

PROJECT SITE MAPS, CONSTRUCTION PLANS/DRAWINGS,

CONSTRUCTION SCHEDULE

Figure A-1. Overall Map – 1 Figure A-2. Overall Map - 2 Figure A-3. Work Area Site Plan Figure A-4. Erosion Control Plan Figure A-5. Erosion Control Details Figure A-6. Existing Conditions Figure A-7. Site Plan Figure A-8. Drainage Plan Figure A-9. Grading Plan Figure A-10. Temporary Parking and COSA Site Plan Figure A-11. Construction Schedule

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Attachment B – Site Specific Storm Water Pollution Prevention Plan (SWPPP)

1. Stormwater Team

a. Chen Sam Lee, Civil Engineer, USACE – Honolulu District. Authorized representative.

b. Michael Onuma, Project Engineer/COR, USACE – Honolulu District.

Facility/project contact person.

c. Donald Schlack, Project Manager, USACE – Honolulu District. Owner’s contact person.

d. Contractor’s contact persons to be determined.

2. Nature of Construction Activities

a. The project consists of a new five story parking structure, parking lot, miscellaneous site and utility improvements, and repair of existing roads.

i. Demolition of existing on-grade parking lot, concrete sidewalks, and miscellaneous utilities. Repair of existing asphaltic concrete road.

ii. Provide new parking structure, on-grade parking lot, retaining walls, concrete sidewalks, concrete/grass paver fire lane, utility connections, drainage connections, and temporary gravel parking lot.

b. Construction Site Estimates

i. Total project area including areas to be left undisturbed: 7.8 acres.

ii. Construction site area to be disturbed including storage and staging areas:

5.6 acres.

iii. Impervious area before construction: 4.1 acres.

iv. Impervious area after construction: 4.0 acres.

3. Project Sequencing, Staging, and Storage

a. The amount of soil exposed during construction activities will be kept to a minimum.

b. Contractors’ Operations and Storage Area (COSA) will be located approximately 0.9 miles northwest of the project site, next to the temporary gravel parking lot.

4. Emergency-Related Projects

a. Not applicable.

5. Identification of other site contractors including subcontractors and type of work

a. To be determined.

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6. Sequence and Estimated Dates of Construction Activities

Schedule Milestones Major Activities Notice to proceed: February 01, 2016 Receive NPDES approval: March 01, 2016 Installation of stormwater control measures March 01, 2016 Installation of temporary parking lots March 01, 2016 – April 15, 2016 Demolition/clearing and grubbing April 15, 2016 – July 01, 2016 Installation of parking structure June 01, 2016 – May 01, 2017 Trenching and installation of utilities July 01, 2016 – November 01, 2017 Fine grading and subbase Oct. 01, 2016 – January 01, 2017 Installation of curbs, gutters, walkways January 01, 2017 – May 01, 2017 Installation of AC pavement lots March 01, 2017 – June 01, 2017 Landscaping and maintenance March 15, 2017 – July 15, 2017 Final cleaning, punchlist, and turnover June 15, 2017 – August 01, 2017 Removal of stormwater control measures August 01, 2017 and construction equipment

Also see Figure A-11 Construction Schedule.

7. Installation of Stormwater Control Measures

a. Silt fencing will be installed around disturbed areas.

b. Inlet protection will be installed at inlets adjacent/downslope of disturbed areas, before any excavation begins.

c. Downgradient perimeter control of storage/staging areas will consist of silt fencing.

d. Soil stockpiles will be in the storage/staging area. See Soil Stockpile Detail in

12.c.iii.

e. Construction entrances will be utilized in disturbed areas. They will be installed before any other ground disturbance in the area begins.

8. Cessation of Construction Activities

a. No temporary cessation of work is planned. It is not anticipated that there will be any areas where soil will be disturbed but work will not be occurring in that area for a period of 14 days or more.

9. Stabilization of Areas of Exposed Soil

a. Areas currently paved that are disturbed will be stabilized with pavement.

b. In unpaved areas, the excavations will be backfilled and turf will be placed.

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c. All stockpiled soils will be removed before the end of construction.

10. Removal of Stormwater Control Measures, Construction Equipment and Vehicles, and Cessation of any Pollutant-Generating Activities

a. Protection around soil stockpile(s) will only be removed after all stockpiled soil is removed.

b. Inlet protection and any other controls will be removed at completion of work in the area.

c. Stabilized construction entrances will be removed at completion of work in the respective area.

11. Site Maps and Other Maps

a. See Figures A-1 to A-11.

12. Construction Site Pollutants

a. Construction debris, green waste, and general litter

i. Construction debris will be stored in a securely lidded metal dumpster, hauled off-site, and disposed properly at approved landfill.

ii. Removed vegetation will be separated from construction debris, hauled off-site, and disposed at approved landfill.

iii. Temporary trash bins will be located on-site to hold litter, and shall be emptied as needed for the duration of the project.

b. Materials associated with the operations and maintenance of equipment, such as oil, fuel, and hydraulic fluid leakage

i. Construction equipment will be checked regularly and a log kept of the inspection results. Oil, fuel, and hydraulic leaks will be repaired immediately.

Leaks that cannot be repaired immediately shall be contained in spill pans and other containers.

ii. Oil, fuel, and other regulated material storage areas will be visually checked on a regular basis. Spills detected will be cleaned immediately. Spill kits and absorbent will be available on-site at all times.

c. Soil erosion from the disturbed areas and soil stockpiles

i. Silt fences, drain inlet protection, and other means to trap sediments to minimize runoff in areas of grading and grubbing and in soil stockpile areas.

ii. See Figure A-5 for silt fence, drain inlet protection, and stabilized construction entrance details.

iii. Soil Stockpile Detail

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d. Emulsified asphalt or prime/tack coat

i. Tack and prime coat will not be over applied. Paving will not be performed during wet weather. During application of prime and tack coat, catch basins

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& drain inlets will be protected. Prime coat and tack coat will be water-based products.

e. Materials associated with painting, such as paint and paint wash solvent

i. Form oil, curing compound, and paint will not be over applied to prevent any runoff. Storage areas will be at least 50 feet away from any storm drain inlet and provided with filter fabrics or sediment traps and covers.

f. Industrial chemicals, fertilizers, and/or pesticides

i. Industrial chemicals, fertilizers, and/or pesticides will be stored in a secured containment area to prevent spill. All containers will be inspected on a regular basis. Damaged containers shall be replaced immediately.

g. Hazardous waste (batteries, solvents, treated lumber, etc.)

i. N/A.

h. Metals

i. N/A.

i. Hazardous materials

i. N/A.

13. Sources of Non-Stormwater

a. Dust control water

i. The amount of water used for dust control will be regulated such that runoff will not discharge to storm drains or State waters.

b. Concrete truck wash water

i. A designated area at least 50 feet from storm drains will be established where wash water from washing of concrete truck drum can be contained or diverted into ground via a shallow basin

ii. Concrete Truck and Equipment Wash Area Detail

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c. Construction exit wash water

i. Wash water at stabilized construction exit/entrance will be diverted to a shallow basin and allowed to percolate into the ground.

d. Irrigation water

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i. The amount of water used for irrigation will be controlled such that runoff will not discharge to storm drains or State waters.

e. Hydrotesting effluent

i. Effluents from hydrotesting will be disposed in a dispersion pit or shallow basin to be located at least 50 feet from storm drains or in landscaped area and allowed to percolate into the ground.

f. Dewatering effluent

i. Dewatering effluents will be disposed in a dispersion pit or shallow basin to be located at least 50 feet from storm drains.

g. Saw-cutting slurry

i. Slurry generated from saw-cutting operations will be vacuumed and disposed in a lined basin and allowed to evaporate. Dry residue will be collected and disposed as solid wastes.

h. Concrete curing water

i. Water used to cure concrete will be regulated such that runoff will not discharge to storm drains or State waters.

i. Water-jet wash water

i. Wash water from water-jet will be diverted to a shallow basin and allowed to percolate into grounds. Dry residue will be collected and disposed as solid wastes.

14. Buffer Documentation

a. Buffer documentation is not required because the site is more than 50 feet from State Waters.

15. Stormwater Control Measures Not Previously Addressed

a. Stormwater control measures to be used during construction activity, other than those previously addressed.

i. Offsite run-on

(1) Stormwater from off the project will be allowed to flow across the site.

Since the offsite run-on areas are relatively small, this is not expected to be a problem.

b. Stabilization practices

i. Stabilization will consist of pavements and turf, depending on location and pre-construction condition of area; stabilization will match existing (pre-construction) state.

c. Post-construction measures

i. All areas of disturbed soil will be stabilized.

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ii. Site will be returned to existing or better conditions.

iii. The impervious area of the site will not be increased by the project.

Therefore, construction of new stormwater treatment is not part of the post-construction measures.

16. Pollution Prevention Measures

a. Spill prevention and response procedures.

i. Any spills will be cleaned up immediately, using dry clean up measures where possible.

ii. Source of spill will be eliminated to prevent a discharge or furtherance of an ongoing discharge.

iii. Hosing down of spills is prohibited.

(1) Name of the individual or company who will be responsible for implementing and supervising the containment and the cleanup:

(a) To be determined.

(2) Training requirements and methods:

(a) Training in spill control and response measures will be included as part of the Contractor’s environmental protection training. In addition, the following measures will be taken for any employee who may contact hazardous materials/waste:

(i) The Contractor or its sub-consultants will maintain complete and accurate records of the employee training for the duration of the project.

(b) The following safe work practices will be utilized:

(i) Employees will wear a dust mask in dusty situations to lower the amount of dust inhaled.

(ii) Employees will be encouraged to wash hands and face frequently, particularly prior to eating.

(3) List of materials available at the jobsite tailored to clean up work:

(a) Spill Kits will be immediately available at the jobsite to cleanup potential hazard(s).

(4) If material is encountered that may be dangerous to human health upon disturbance during construction operations, the Contractor will stop that portion of work and notify the Contracting Officer immediately. All appropriate measures will be taken to ensure that no individuals will be further exposed.

b. Notification procedures.

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i. In the event of any release of oil, hazardous substances, chemicals, or gases into the environment, the Contractor is responsible for notifying the USACE immediately and for submitting written notification to the USACE. The Contractor will not submit anything to regulators on behalf of the Government without prior approval. Spill response will be in accordance with 40 CFR 300 and applicable State and local regulations. The Contractor will:

(1) Notify the Contracting Officer immediately upon discovery of any spill.

(2) Maintain spill cleanup equipment and materials at the work site.

(3) Provide work plan of necessary cleanup actions to take in case of a spill.

(4) Clean up all hazardous and non-hazardous waste spills occurring at the project site.

(5) Provide written report of mitigations as well as when the cleanup was completed.

ii. Names of individuals(s) who will report any spills or hazardous substance releases and who will follow up with complete documentation:

(1) To be determined.

17. Waste Management Procedures

a. Refer to Item 12 of this SWPPP for waste handling and management details.

18. Procedures for Inspection, Maintenance, and Corrective Action

a. Minimum qualifications for personnel responsible for conducting inspections:

i. Must be knowledgeable in the principles and practice of erosion and sediment controls and pollution prevention.

ii. Must possess the skills to assess conditions at the construction site that could impact stormwater quality.

iii. Must possess the skills to assess the effectiveness of any stormwater controls selected and installed to meet the requirements of the NPDES permit.

b. Personnel responsible for conducting inspections: to be determined.

c. If public rainfall data is available, it will be used to track rainfall. If not, a rain gauge will be kept at the staging area.

d. All control measures will be maintained, inspected, and repaired throughout the construction period. All controls will remain in effective operating condition during permit coverage, and will be protected from activities that would reduce their effectiveness.

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e. Inspections of receiving State waters and/or receiving drainage system, stormwater runoff and control measures, and best management practices will be performed on a weekly basis and within one day after a rainfall event of 0.25 inches or more over a 24-hour period. During prolonged rainfall, inspections will be done daily. When practicable, BMPs will be inspected prior to, during, and after a storm event.

i. Note: inspections are only required during the project’s normal working hours.

ii. Note: “within 24 hours of the occurrence of a storm event” means that the permittee is required to conduct an inspection within 24 hours once a storm event has produced 0.25 inches, even if the storm event is still continuing.

Thus, if there is a storm event at the site that continues for multiple days, and each day of the storm produces 0.25 inches or more of rain, the permittee is required to conduct an inspection within 24 hours of the first day of the storm and within 24 hours after the end of the storm.

f. Contractor shall inspect stormwater discharges and receiving State waters and/or receiving drainage system for turbidity, color, floating oil and grease, floating debris and scum, materials that will settle, substances that will produce taste in the water or detectable off-flavor in fish, and inspect for items that may be toxic or harmful to human or other life.

g. Inspections and maintenance activities will be logged by designated personnel.

h. Areas that need to be inspected are:

i. Silt fencing: Buildup of sediment along the silt fence is not to exceed 1/3 its height.

ii. Inlet protection: Inlet protection shall be cleaned, or removed and replaced as sediment accumulates, the filter becomes clogged, and/or performance is compromised. Where there is evidence of sediment accumulation adjacent to the inlet protection measure, the Contractor shall remove the deposited sediment by the end of the same work day in which it is found or by the end of the following work day if removal by the same work day is not feasible.

iii. Areas that have been excavated and that have not yet completed stabilization.

iv. Material, waste, and equipment storage areas: materials must be properly stored and labeled, and good housekeeping must be in place.

v. Concrete washout area: Washout area should be checked for evidence of spillage or leaks.

vi. Stabilized exit: Exit shall be checked to make sure sediment build-up is not causing tracking onto road.

vii. Stockpiles: Stockpile controls (plastic sheeting, berms, and/or perimeter controls) are adequate.

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viii. All areas where stormwater typically flows within the site, including drainageways designed to divert, convey, and/or treat stormwater.

ix. All points of discharge from the site.

i. Repairs to all controls shall be completed as soon as practicable. Contractor shall initiate work to fix the problem immediately after discovering the problem, and complete such work by the close of the next work day, if the problem does not require significant repair or replacement, or if the problem can be corrected through routine maintenance.

j. When installation of a control measure or a significant repair is needed, Contractor will install the new or modified control and make it operational, or complete the repair, by no later than 7 calendar days from the time of discovery where feasible. If it is infeasible to complete the installation within 7 calendar days, Contractor will document why it is infeasible, and document the schedule for making it operational as soon as practicable. Where these actions result in changes to any stormwater controls documented in the SWPPP, the SWPPP shall be modified accordingly within 7 calendar days of completing the work.

k. Inspection log is provided as Attachment E. The inspection report must be completed within 48 hours of completing any site inspection and must be certified by the permittee. Completed inspection/corrective report forms will be kept at the site, and will be certified by the duly authorized representative for the permit.

19. Corrective Action

a. Contractor shall immediately stop, reduce, or modify construction, or implement new or revised BMPs as needed to stop or prevent a violation of basic water quality criteria as specified in HAR 11-54-4.

b. Contractor shall immediately (i.e. on the same day of discovering the condition requiring corrective action) take all reasonable steps to minimize or prevent discharge of pollutants until a longer-term solution is installed and operational, including cleaning up any contaminated surfaces so that the material will not discharge in subsequent storm events.

c. Corrective action consisting of repair or installation of a new or modified control must be taken within 7 calendar days from the time of discovery for the following “trigger conditions”:

i. A required stormwater control was never installed or was installed incorrectly.

ii. Contractor becomes aware that the installed stormwater controls are not adequately effective for the discharge to meet water quality standards. In this case, Contractor shall notify DOH by the end of the next work day.

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iii. A prohibited discharge, as listed below, has occurred.

(1) Concrete wash water.

(2) Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials.

(3) Fuels, oils, or other pollutants used in vehicles and equipment operation and maintenance.

(4) Soaps, solvents, or detergents used in vehicle equipment washing.

(5) Toxic or hazardous substances from a spill or other release.

d. When corrective actions result in changes to any controls or procedures documented in this SWPPP, the SWPPP shall be modified within 7 days of completing the corrective action work.

e. A corrective action report will be completed for each corrective action taken in accordance with this section, and the record maintained by the Contractor (but does not need to be provided to DOH unless requested).

i. Within 24 hours of discovering the occurrence of one of the “triggering conditions listed above, a report shall be completed, including:

(1) Which condition was identified at the site.

(2) The nature of the identified condition.

(3) The date and time the condition was identified and how it was identified.

ii. Within 7 calendar days of discovering the occurrence of one of the

“triggering conditions” listed above, a report shall be completed, including:

(1) Any follow-up actions taken to review the design, installation, and maintenance of stormwater controls, including the dates such actions occurred.

(2) A summary of stormwater control modifications taken or to be taken, including a schedule of activities necessary to implement changes, and the date the modifications are completed or expected to be completed.

(3) Notice of whether the SWPPP modifications are required as a result of the condition identified or corrective action.

iii. All corrective action reports must be certified and signed by the authorized representative.

iv. A current copy of all corrective action reports shall be kept by the Contractor at the site or at an easily accessible location, so that it can be made available at the time of an onsite inspection or upon request by DOH.

v. All corrective action reports must be retained for at least 5 years from the date that the permit coverage expires or is terminated.

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20. Staff Training

a. To be completed prior to commencement of earth-disturbing activities or pollutant-generating activities, whichever occurs first.

b. Documentation will be kept in Attachment C.

c. The following personnel shall be trained to ensure that they understand the requirements of the NPDES permit coverage and their specific responsibilities with respect to those requirements:

i. Personnel who are responsible for the design, installation, maintenance, and/or repair of storm water controls.

ii. Personnel responsible for the application and storage of chemicals (if applicable).

iii. Personnel who are responsible for conducting inspections.

iv. Personnel who are responsible for taking corrective actions.

d. At a minimum, personnel must be trained to understand the following if related to the scope of their job duties (e.g. only personnel responsible for conducting inspections need to understand how to conduct inspections):

i. The location of all stormwater controls on the site, and how they are to be maintained.

ii. The proper procedures to follow with respect to the permit’s pollution prevention requirements.

iii. When and how to conduct inspections, record applicable findings, and take corrective actions.

21. Documentation of Compliance with Safe Drinking Water Act Underground Injection Control

(UIC) Requirements

a. Not applicable.

22. SWPPP Certification

a. The permittee must certify, sign, and date the SWPPP. A Certification Statement is included as Attachment K. Certification will be by the duly authorized representative as identified in the NOI in the e-permitting portal.

23. SWPPP Modification

a. The SWPPP shall be modified in response to any of the following:

i. When new contractors become active on the site, or when changes are made to the construction plans, stormwater control or pollution prevention measures (including changes made in response to corrective actions

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ii. To reflect areas on the site map where operational control has been transferred (and the date of transfer).

iii. If inspections by site staff or officials determine that SWPPP modifications are necessary for compliance with the NPDES permit.

iv. When the Department of Health determines it is necessary to impose additional requirements on the discharge. In this case, the following must be included in the SWPPP:

(1) A copy of any correspondence describing such requirements.

(2) A description of the stormwater control measures that will be used to meet such requirements.

v. To reflect any revisions to federal, state, or local requirements that affect stormwater control measures at the site.

b. SWPPP modifications must be made within 7 calendar days following any of the above.

c. Records showing the dates of all SWPPP modifications shall be kept, to include:

i. Date.

ii. Brief summary of all changes.

iii. Signature and certification of person authorizing each change.

d. All affected contractors covered under the permit must be notified immediately of any changes to the SWPPP that might impact them.

24. Reporting

a. A monthly compliance report shall be prepared and kept on site.

b. When requested by DOH, it must be provided by the end of the next business day.

c. It shall also be submitted through the e-Permitting portal once DOH has received

EPA’s Cross-Media Electronic Reporting Regulation.

d. The report shall include any instances of non-compliance and corrective actions.

e. If the activity is in compliance and none of the information submitted to DOH requires updating, or there are no incidences of non-compliance, preparation of the monthly compliance information is still required, stating that there were “no changes, updates, or any incidences of non-compliance to report.”

f. Any comments from DOH must be answered in the time specified and to the satisfaction of DOH.

25. Other Information

a. Contractor information

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i. To be determined.

b. Other permits

i. Drainage system owner’s approval to discharge

(1) To be provided prior to start of construction

ii. List of other permits

(1) No grading permit required (Federal project)

(2) No Department of the Army permit or 401 Water Quality Certification required

(3) No other NPDES Permit or NGPC File No.

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Attachment C – Site Specific BMPs Plan Training Log

TRAINING LOG

Project Name: FY16 PN 80412 SBHC Parking Structure, Schofield Barracks, Oahu, Hawaii

Project Location: Schofield Barracks, Oahu, Hawaii

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:

No. Name of Attendee Company

Add rows as needed.

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Attachment D1 – Contractor Certifications/Agreements

CONTRACTOR CERTIFICATION

NGPC File No: HI

Project Title: FY16 PN 80412 SBHC Parking Structure, Schofield Barracks, Oahu, Hawaii

Operator(s):

As a contractor, you are required to comply with the Site-Specific Construction Best Management Practice (SSCBMP) Plan for any work that you perform on-site. Any person or group who violates any condition of the SSCBMP Plan 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 SSCBMP Plan. A copy of the SSCBMP Plan is available for your review at the office trailer.

Each contractor engaged in activities at the construction site that could impact storm water 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 SSCBMP Plan for the above designated project and agree to follow the BMPs and practices described in the SSCBMP Plan.

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:

Retain originals on-site.

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Attachment D2 – Subcontractor Certifications/Agreements

SUBCONTRACTOR CERTIFICATION

NGPC File No: HI

Project Title: FY16 PN 80412 SBHC Parking Structure, Schofield Barracks, Oahu, Hawaii

Operator(s):

As a subcontractor, you are required to comply with the Site-Specific Construction Best Management Practice (SSCBMP) Plan for any work that you perform on-site. Any person or group who violates any condition of the SSCBMP Plan 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 SSCBMP Plan. A copy of the SSCBMP Plan is available for your review at the office trailer.

Each subcontractor engaged in activities at the construction site that could impact storm water 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 SSCBMP Plan for the above designated project and agree to follow the BMPs and practices described in the SSCBMP Plan.

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:

Retain originals on-site.

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Attachment E – Site Specific BMPs Inspection Report Form

INSPECTION REPORT FORM

Date: Project/Site: FY16 PN 80412 SBCH Parking Structure, Schofield Barracks, Oahu, HI

Permit No.: HI

Inspector’s Name: Weather:

Inspector’s Title: Rain gauge reading:

Were any parts of the site not inspected?: Why not?:

Site Specific Construction Best Management Practices (SSCBMPs) Plan

Yes No N/A Date

Corrected Notes

Is a copy of the Site Specific BMPs plan available at the site?

Is the Site Specific BMPs plan certified, signed, and dated?

Is the Site Specific BMPs plan current and up-to-date?

Are accompanying erosion and sediment control (ESC) drawings available at the site?

Are the ESC drawings up-to-date?

Are all NPDES permits available at the site?

Are inspection records available at the site?

Insert or removes rows, fill in blanks to tailor to your site.

Note: Inspection report must be completed (may be completed by the Contractor) and certified by the permittee within 48 hours of completing a site inspection

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Receiving State Water Location Color Turbidity Oil/Grease Debris Other Notes

Visual Inspection

Note: All points of discharge from the site (receiving State waters, or receiving drainage system in lieu of receiving State waters except in the event of upset, BMP failure, or rainfall event greater than 0.25 inch) need to be inspected. If any are inaccessible, indicate location(s) and why they are not accessible.

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Best Management Practices Location Installed Per Specifications

(Y/N) Adequate

Needs Maintenance N/A

Date Corrected

Notes

Controlling Storm Water Flowing onto and through the Project

Soil Stabilization

Storm Drain Inlet Protection

Perimeter Controls and Sediment Barriers

Suspect-contaminated soils

Construction Entrances

Additional Erosion and Sediment Control BMPs

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Best Management Practices Location Installed Per Specifications

(Y/N) Adequate

Needs Maintenance N/A

Date Corrected

Notes

Material Handling and Waste Management

Baseyards/Staging Areas

Washout Areas

Proper Equipment/Vehicle Fueling and Maintenance Practices

Additional Non-Erosion or Sediment Control BMPs

Post Construction BMPs

Other

Insert or removes rows, fill in blanks to tailor to your site.

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Site Conditions Yes No N/A Notes and Corrective Actions Are off-site flows entering the construction site?

Is there evidence of polluted discharges off the site?

Is there evidence of polluted discharges from the site to a State water (e.g. storm drain, ditch, stream, ocean)?

Is repair, maintenance, or installation of sediment control BMPs needed at the site?

Is repair, maintenance, or installation of erosion control BMPs needed at the site?

Are construction materials/debris/trash/soil stored or disposed of properly at the site?

Is there vehicle tracking from the site to receiving streets?

Do locations exist where additional or revised BMPs are needed?

Do locations exist where BMPs may no longer be necessary and may be removed?

Does your site evaluation indicate a need to update or revise the current Site Specific BMPs plan and/or accompanying erosion and sediment control drawings?

Is discharge occurring during site inspection? If yes, address items below.

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For discharge occurring during site inspection:

1. Identify all points of discharge

2. Document visual quality including color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of storm water pollutants

3. Document whether the storm water controls are operating effectively, and describe any controls that are not operating as intended or are in need of maintenance

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Photos taken during the BMP inspection documented above are:

Attached Inserted Not taken, attached, or inserted.

(Insert photos in this section if you so choose.)

I certify that I am the person who performed the inspection documented above and that all information recorded on this form is a true and accurate representation of what was observed at the construction site recorded above. Any photographs attached that were taken during the inspection are a true, accurate, and unaltered representation of what was observed during the inspection documented above.

Inspector’s Printed Name:

Inspector’s Signature: Date:

Permittee’s Certification

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 gather and evaluate 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 or imprisonment for knowing violations.

Printed Name: Title:

Signature: Date:

SWPPP Page 40 of 46

Attachment F – Contingency Plan

CONTINGENCY PLAN

The following plan will be implemented by the General Contractor to prevent/respond to polluted discharges resulting from a severe storm or natural disaster. It is the General Contractor’s responsibility to abide by the following plan as well as any other binding plan, agreement, regulation, rule, law, or ordinance applicable.

All contractors associated with the construction project FY16 PN 80412 SBHC Parking Structure, Schofield Barracks, Oahu, Hawaii will follow this plan when a severe storm is either forecast or anticipated. General contractors must:

26. Regularly monitor local weather reports for forecasted and/or anticipated severe storm events, advisories, watches, warnings, or alerts. The contractor shall inspect and document the condition of all erosion control measures on that day prior, during, and after the event.

The contractor shall prepare for forecasted and/or anticipated severe weather events to minimize the potential for polluted discharges.

27. Secure the construction site. Securing the construction site should generally include:

a. Removing or securing equipment, machinery, construction materials, and portable toilets.

b. Cleaning up all construction debris.

c. Stopping scheduled deliveries of building materials.

d. Locating and turning off jobsite utilities, including electricity, water, and gas.

e. Implementing all Best Management Practices detailed in the Site’s SSCBMP Plan.

This includes BMPs for materials management, spill prevention, and erosion and sediment control.

28. In the event of a severe weather advisory (hurricanes, tropical storms, natural disasters) or when deemed necessary, cease regular construction operations. Work crews must finalize securing the project site, and evacuate until the severe weather condition has passed.

29. Upon return to the Site, all BMPs shall be inspected, repaired, and/or re-installed as needed.

If repair is necessary, it shall be initiated immediately after the inspection and repairs or replacement will be complete within 48 hours. To facilitate repair or replacement, the contractor will be required to store surplus material on the project site if the site is located where replacement materials will not be readily available.

30. When there either has been a discharge which violates Hawaii Water Pollution rules and regulations OR there is an imminent threat of a discharge which violates Hawaii water

SWPPP Page 41 of 46

Pollution rules and regulations and/or endangers human and/or environmental health, the permittee shall at a minimum execute the following steps:

a. Assess whether construction needs to stop or if additional BMPs are needed to stop or prevent a violation

b. Take all reasonable measures to protect human and environmental health.

c. Notify responsible parties listed below if there is a release equal to or in excess of a reportable quantity established under either 40 CFR Part 110, 40 CFR Part 117, or 40 CFR Part 302; and immediately notify the DOH of the incident. The notification shall also include the identity of the pollutant sources and the implemented control or mitigation measures.

i. Authorized Representative/Emergency Contact Number: Mr. Chen Sam Lee, (808)835-4511

ii. Owner Contact/Emergency Contact Number: Mr. Donald Schlack, (808)835-

iii. Operator/Emergency Contact Number: to be determined

iv. National Response Center (NRC): 800-424-8802

v. Department of Health Clean Water Branch (During regular working hours):

(808)586-4309 and via email at cleanwaterbranch@doh.hawaii.gov

vi. Hawaii State Hospital Operator (After hours): (808)247-2191

d. Document corrective actions, take photographs of discharge and receiving waters.

e. Revise Site Specific BMPs Plan to prevent future discharges of a similar nature.

f. Provide to DOH a report within 7 calendar days of knowledge of the release containing a description of the release, the circumstances leading to the release, and the date of the release. State and local requirements may necessitate additional reporting of spills or discharges.

SWPPP Page 42 of 46

Attachment G – Site Specific BMPs Amendment Log

AMENDMENT LOG

Project Name: FY16 PN 80412 SBHC Parking Structure, Schofield Barracks, Oahu, Hawaii BMP Contact: to be determined Note: All SWPPP modifications must be certified, signed, and dated by the certifying person or duly authorized representative for this permit.

Amendment No.

Description of the Amendment Date of

Amendment

Amendment Prepared by

[Name(s) and Title]

Add rows as needed.

SWPPP Page 43 of 46

Attachment H – Monthly Compliance Reports

SWPPP Page 44 of 46

Attachment I – Drainage System Owner’s Approval to Discharge

SWPPP Page 45 of 46

Attachment J – Copies of NOI and any correspondence exchanged between the permittee and DOH related to permit coverage

Note: This should include the NGPC, the NOI and all attachments. An electronic copy easily available to the storm water team is acceptable.

SWPPP Page 46 of 46

Attachment K – Certification of the SWPPP

The certifying person and duly authorized representative shall meet the requirements of Hawaii Administrative Rules, Section 11-55-07.

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 gather and evaluate 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.

Signature: _______________________________ Date: _____________________________

Authorized Representative: Mr. Chen Sam Lee

Company/Organization Name: U.S. Army Corps of Engineers, Honolulu District

Department: CEPOH-EC-DC

Division: N/A

Mailing Address: Building 230, Fort Shafter, HI 96858

Street Address: Building 230, Fort Shafter, HI 96858

Phone Number: 808-835-4511 Fax Number: 808-835-4383

Person Email: Chen.S.Lee@usace.army.mil

PN80412

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 62 35

RECYCLED / RECOVERED MATERIALS

PART 1 GENERAL

1.1 REFERENCES

1.2 OBJECTIVES

1.3 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK

1.4 EPA PROPOSED ITEMS INCORPORATED IN THE WORK

1.5 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED

IN THE WORK

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 62 35 Page 1

SECTION 01 62 35

RECYCLED / RECOVERED MATERIALS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 247 Comprehensive Procurement Guideline for Products Containing Recovered Materials

1.2 OBJECTIVES

Government procurement policy is to acquire, in a cost effective manner, items containing the highest percentage of recycled and recovered materials practicable consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing suppliers' employees to undue hazards from the recovered materials. The Environmental Protection Agency (EPA) has designated certain items which must contain a specified percent range of recovered or recycled materials. EPA designated products specified in this contract comply with the stated policy and with the EPA guidelines. Make all reasonable efforts to use recycled and recovered materials in providing the EPA designated products and in otherwise utilizing recycled and recovered materials in the execution of the work.

1.3 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK

Various sections of the specifications contain requirements for materials that have been designated by EPA as being products which are or can be made with recovered or recycled materials. These items, when incorporated into the work under this contract, shall contain at least the specified percentage of recycled or recovered materials unless adequate justification (non-availability) for non-use is provided. When a designated item is specified as an option to a non-designated item, the designated item requirements apply only if the designated item is used in the work.

1.4 EPA PROPOSED ITEMS INCORPORATED IN THE WORK

Products other than those designated by EPA are still being researched and are being considered for future Comprehensive Procurement Guideline (CPG) designation. It is recommended that these items, when incorporated in the work under this contract, contain the highest practicable percentage of recycled or recovered materials, provided specified requirements are also met.

SECTION 01 62 35 Page 2

1.5 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED IN

THE WORK

There are many products listed in 40 CFR 247 which have been designated or proposed by EPA to include recycled or recovered materials that may be used by the Contractor in performing the work but will not be incorporated into the work. These products include office products, temporary traffic control products, and pallets. It is recommended that these non-construction products, when used in the conduct of the work, contain the highest practicable percentage of recycled or recovered materials and that these products be recycled when no longer needed.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 62 35 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING

PART 1 GENERAL

1.1 REQUIREMENTS

1.2 DEFINITIONS

1.2.1 C&D Landfill

1.2.2 Clean Concrete

1.2.3 Construction and Demolition (C&D) Debris

1.3 SUBMITTALS

1.4 Pre-construction Meeting Submittals

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 RECYCLABLE MATERIALS

3.2 DISPOSITION OF MATERIALS

3.3 RECYCLING PROCEEDS AND DISPOSAL COSTS

3.4 RECYCLING CENTERS

SECTION 01 74 19 Page 1

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING

PART 1 GENERAL

1.1 REQUIREMENTS

Implement a recycling program that includes separate collection of waste and recyclable material and provide equipment necessary for the storage and handling of C&D debris. Submittal of the Summary of Solid Waste Disposal and Diversion report found at the end of this section is mandatory.

1.2 DEFINITIONS

1.2.1 C&D Landfill

A landfill that accepts non-hazardous waste such as household, commercial, and industrial waste, resulting from construction, remodeling, repair, and demolition operations.

1.2.2 Clean Concrete

Concrete which has been sampled, tested and found free of lead based paint and asbestos.

1.2.3 Construction and Demolition (C&D) Debris

Includes all non-hazardous building materials and solid waste resulting from construction, remodeling, alterations, repair, and demolition operations. This term includes asphalt concrete, concrete, cement, brick, lumber, gypsum wallboard, cardboard and other associated packaging, roofing material, ceramic tile, carpeting, plastic pipe and steel. The term also includes rock, soil, tree stumps, and other vegetative matter resulting from land clearing and landscaping for construction or land development projects.

1.3 SUBMITTALS

Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Material dismantling sequence plan Schedule of removal Estimated quantity of recyclable materials

Based upon contract plans and drawings, the Contractor shall estimate the quantities of available materials for recycling.

SD-09 Manufacturer's Field Reports

SECTION 01 74 19 Page 2

Solid Waste Disposal and Diversion

Provide the weight of all materials salvaged, recycled, and disposed of during the performance of the project. The report form is provided at the end of this section. Also email a copy of the report along with corresponding weight receipts to the email address noted on the report. Submittal is required even though there may be no materials to report.

1.4 Pre-construction Meeting Submittals

Provide a material dismantling sequence plan, a schedule of removal, and the estimated quantity of recyclable materials at the pre-construction meeting.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 RECYCLABLE MATERIALS

Recyclable materials to be recovered shall include but not limited to the following:

a. Asphalt

b. Concrete, concrete block, slump stone, and rocks

c. Dirt

d. Metal, ferrous and non-ferrous.

e. Wood wastes

f. Green wastes (i.e. trees, bush, grass trimmings)

g. Corrugated cardboard

Separate reinforcing steel from concrete by roughly crushing debris when feasible, during demolition of existing structures. The steel may be recycled and the concrete may be recrushed into a finer aggregate. The clean concrete aggregate may be used as a base-course fill for the replacement structures.

3.2 DISPOSITION OF MATERIALS

Contractor is responsible for arranging collection by or delivery to the appropriate recycling center or transfer station that accepts construction and demolition waste for purpose of recycling. Prior to delivering materials, Contractor shall familiarize itself with the specifications for acceptance of construction and demolition materials at recycling facilities or transfer stations.

3.3 RECYCLING PROCEEDS AND DISPOSAL COSTS

The Contractor shall retain revenues or other savings obtained from recycling or re-using materials unless otherwise stated on the Drawings or in the Specifications. The Contractor shall dispose of non-marketable materials to include any recyclable material rejected for any reason at an

SECTION 01 74 19 Page 3 off-base facility.

3.4 RECYCLING CENTERS

The State of Hawaii maintains a listing of authorized C&D recycling companies and authorized transfer stations on their web site at http://hawaii.gov/health/environmental/waste/sw/pdf/constdem2011.pdf.

Reference publication Minimizing Construction and Demolition Wastes, Jan 2011.

SECTION 01 74 19 Page 4

Email this form and corresponding weight receipts to: whitney.m.brunson.ctr@mail.mil Revised 8/1/2013 ATTN: Solid Waste/Recycling Program, DPW Environmental

Project Title:

Project #:

Asphalt Concrete Dirt Metals Wood Waste Green Waste Corrugated Cardboard Deconstruction Total % Diversion:

Other: ________________ (a+c)/(a+b+c) x 100 Total (tons)

1. Were deconstruction options considered for this project as outlined in PWTB 200-1-23? YES / NO If not, please provide justification:

2. Was 50% of the material diverted from the landfill per EO 13514 and Army Regulation 420-1? YES / NO If not, please provide justification:

Name of company: Contact Phone #:

Person completing form: Signature:

Period covered: From: To:

Type of Material Name of Disposal Facility (a) Recycled (tons)

(b) Class III Landfill Disposal (tons)

(c) Reused (tons)

Summary of Solid Waste Disposal and Diversion Negative Response Required

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT RECORD DOCUMENTS

1.2.1 Record Drawings

1.2.1.1 Government Furnished Materials

1.2.1.2 Working Record and Final Record Drawings

1.2.1.3 Drawing Preparation

1.2.1.4 Computer Aided Design and Drafting (CADD) and Building

Information Modeling (BIM)

1.2.1.5 Payment

1.2.2 Final Approved Shop Drawings

1.2.3 Construction Contract…