Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart A – Sector A – Timber Products.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.A.1 Covered Stormwater Discharges.
The requirements in Subpart A apply to stormwater discharges associated with industrial activity from Timber Products facilities as identified by the SIC Codes specified under Sector A in Table D

- 1 of Appendix D of the permit.

8.A.2 Limitation on Coverage

8.A.2.1 Prohibition of Discharges. (See also Part 1.1.4) Not covered by this permit: stormwater discharges from areas where there may be contact with the chemical formulations sprayed to provide surface protection. These discharges must be covered by a separate NPDES permit.

8.A.2.2 Authorized Non -Stormwater Discharges. (See a lso Part 1.1.3) Also authorized by this permit, provided the non

- stormwater component of the discharge is in compliance with the requirements in Part 2.1.2 (Non

- Numeric Effluent Limits): discharges from the spray down of lumber and wood product storage yar ds where no chemical additives are used in the spray

- down waters and no chemicals are applied to the wood during storage.

8.A.3 Additional Technology

- Based Effluent Limits.

8.A.3.1 Good Housekeeping. (See also Part 2.1.2.2) In areas where storage, loading and unloading, and material handling occur, perform good housekeeping to limit the discharge of wood debris, minimize the leachate generated from decaying wood materials, and minimize the generation of dust.

8.A.4 Additional SWPPP Requirements.

8.A.4.1 Dr ainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: processing areas, treatment chemical storage areas, treated wood and residue storage areas, wet decking areas, dry decking areas, untreated wood and residue storage areas, and treatment equipment storage areas.

8.A.4.2 Inventory of Exposed Materials. (See also Part 5.2 .3.2) Where such information exists, if your facility has used chlorophenolic, creosote, or chromi um

- copper

- arsenic formulations for wood surface protection or preserving, document in your SWPPP the following: areas where contaminated soils, treatment equipment, and stored materials still remain and the management practices employed to minimize the con tact of these materials with stormwater runoff.

8.A.4.3 Description of Stormwater Management Controls. (See also Part 5. 2.4) Document measures implemented to address the following activities and sources: log, lumber, and wood product storage areas; residue storage areas; loading and unloading areas; material handling areas; chemical storage areas; and equipment and vehicle maintenance, storage, and repair areas. If your facility performs wood surface

Page 46 of 146Proposed 2013 MSGP

protection and preservation activities, address the specific control measures, including any BMPs, for these activities.

8.A.5 Additional Inspection Requirements.

See also Part 3 .1. If your facility performs wood surface protection and preservation activities, inspect processing areas, transport areas, and treat ed wood storage areas monthly to assess the usefulness of practices to minimize the deposit of treatment chemicals on unprotected soils and in areas that will come in contact with stormwater discharges.

8.A.6 Sector

- Specific Benchmarks

Table 8.A -1 identifies benchmarks that apply to the specific subsectors of Sector A. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.A -1

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration
Subsector A1 . General Sawmills and Planing Mills (SIC 2421) Chemical Oxygen Demand (COD) 120.0 mg/L

Total Suspended Solids (TSS) 100 mg/L

Total Zinc (freshwater) 2

Total Zinc (saltwater) 1 Hardness Dependent

0.09 mg/L

Subsector A2 . Wood Preserving (SIC 2491) Total Arsenic (freshwater) 2 Total Arsenic

(saltwater) 1 0.15 mg/L

0.069 mg/L

Total Copper (freshwater) 2 Total Copper

(saltwater) 1 Hardness Dependent

0.0048 mg/L

Subsector A3 . Log Storage and Handling (SIC 2411) Total Suspended Solids (TSS) 100 mg/L

Subsector A4 . Hardwood Dimension and Flooring Mills; Special Products Sawmills, not elsewhere classified; Millwork, Veneer, Plywood, and Structural Wood; Wood Pallets and Skids; Wood Containers, not elsewhere classified; Wood Buildings and Mobile Homes; Reconstituted Wood Products; and Wood Products Facilities not elsewhere classified (SIC 2426, 2429, 2431-2439 (except 2434), 2441, 2448, 2449, 2451, 2452, 2493, and 2499 ) Chemical Oxygen Demand (COD) 120.0 mg/L

Total Suspended Solids (TSS) 100.0 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology) , in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Page 47 of 146Proposed 2013 MSGP

Freshw ater Hardness Range Copper (mg/L) Zinc (mg/L)

0

- 2 4.99 mg/L 0.0038 0.04

25

- 49.99 mg/L 0.0056 0.05

50

- 74.99 mg/L 0.0090 0.08

75

- 99.99 mg/L 0.0123 0.11

100

- 12 4.99 mg/L 0.0156 0.13

125

- 1 49.99 mg/L 0.0189 0.16

150

- 17 4.99 mg/L 0.0221 0.18

175

- 199.99 mg/L 0.0253 0.20

200

- 22 4.99 mg/L 0.0285 0.23

225

- 2 49.99 mg/L 0.0316 0.25
250+ mg/L 0.0332 0.26

8.A.7 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.A

- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other waste streams that may be covered under this permit.

Table 8.A -2 1
Industrial Activity Discharges resulting from spray down or intentional wetting of logs at wet deck storage areas pH 6.0

- 9.0 s.u Debris (woody material

such as bark, twigs, branches, heartwood, or sapwood) No discharge of debris that will not pass through a 2.54

- cm (1

- in.) diameter round opening

1 Monitor annually.

Page 48 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart B – Sector B – Paper and Allied Products.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.B.1 Covered Stormwater Discharges

. The requirements in Subpart B apply to stormwater discharges associated with industrial activity from Paper and Allied Products Manufacturing facilities, as identified by the SIC Codes specified under Sector B in Table D

- 1 of Appendix D of the permit.

8.B.2 Sector

- Specific Benchmarks.

Table 8. B-1 id entifies benchmarks that apply to the specific subsectors of Sector B

. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.B

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector B1 . Paperboard Mills (SIC Code 2631) Chemical Oxygen Demand (COD) 120 mg/L

Page 49 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart C – Sect or C – Chemical and Allied Products Manufacturing, and Refining.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sect or

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.C.1 Covered Stormwater Discharges.

T he requirements in Subpart C apply to stormwater discharges associated with industrial activity from Chemical and Allied Products Manufacturing, and Refining facilities, as identified by the SIC Codes specified under Sector C in Table D

- 1 of Appendix D of the permit.

8.C.2 Limitations on Coverage.

8.C.2.1 Prohibition of Non -Stormwater Discharges. (See also Part 1.1.4) The following are not covered by this permit: non

- stormwater discharges containing inks, paints, or substances (hazardous, nonhazardous, etc .) resulting from an onsite spill, including materials collected in drip pans; washwater from material handling and processing areas; and washwater from drum, tank, or container rinsing and cleaning.

8.C.3 Sector

- Specific Benchmarks

Table 8.C- 1 identifies benchmarks that apply to the specific subsectors of Sector C. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities

.

Page 50 of 146Proposed 2013 MSGP

Table 8.C

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector C1 . Agricultural Chemicals (SIC 2873-2879) Nitrate plus Nitrite Nitrogen 0.68 mg/L

Total Lead (freshwater) 2 Total Lead (saltwater) 1 Hardness Dependent 0.21 mg/L Total Iron 1.0 mg/L Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L Phosphorus 2.0 mg/L
Subsector C2 . Industrial Inorganic Chemicals (SIC 2812-2819) Total Aluminum 0.75 mg/ L Total Iron 1.0 mg/L Nitrate plus Nitrite Nitrogen 0.68 mg/L

Subsector C3 . Soaps, Detergents, Cosmetics, and Perfumes (SIC 2841-2844) Nitrate plus Nitrite Nitrogen 0.68 mg/L

Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L
Subsector C4 . Plastics, Synthetics, and Resins (SIC 2821

- 2824) Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology) , in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. . Hardness Dependent Benchmarks follow in the table below:

Freshw ater Hardness Range Lead (mg/L) Zinc (mg/L)

0

- 24.99 mg/L 0.014 0.04

25

- 49.99 mg/L 0.023 0.05

50

- 74.99 mg/L 0.045 0.08

75

- 99.99 mg/L 0.069 0.11

100

- 124.99 mg/L 0.095 0.13

125

- 149.99 mg/L 0.122 0.16

150

- 174.99 mg/L 0.151 0.18

175

- 199.99 mg/L 0.182 0.20

200

- 224.99 mg/L 0.213 0.23

225

- 249.99 mg/L 0.246 0.25

250+ mg/L 0.262 0.26

8.C.4 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.C- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that may be covered under this permit.

Page 51 of 146Proposed 2013 MSGP

Table 8.C -2 1
Industrial Activity Parameter Effluent Limit Runoff from phosphate fertilizer manufacturing facilities that comes into contact with any raw materials, finished product, by- products or waste products (SIC 2874) Total Phosphorus (as P) 105.0 mg/L, daily maximum 35 mg/L, 30

- day avg. Fluoride 75.0 mg/L, daily maximum 25.0 mg/L, 30- day avg.

1 Monitor annually.

Page 52 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart D – Sector D – Asphalt Paving and Roofing Materials and Lubricant Manufacturing.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appen dix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.D.1 Covered Stormwat er Discharges.
The requirements in Subpart D apply to stormwater discharges associated with industrial activity from Asphalt Paving and Roofing Materials and Lubricant Manufacturing facilities, as identified by the SIC Codes specified under Sector D in Tab le D

- 1 of Appendix D of the permit.

8.D.2 Limitations on Coverage.
The following stormwater discharges associated with industrial activity are not authorized by this permit ( s ee also Part 1.1.4) :

8.D.2.1 Discharges from petroleum refining facilities, including those that manufacture asphalt or asphalt products, that are subject to nationally established effluent limitation guidelines found in 40 CFR Part 419 (Petroleum Refining); or

8.D.2.2 Discharges from oil recycling facilities; or

8.D.2.3 Discharge s associated with fats and oils rendering.

8.D.3 Sector

- Specific Benchmarks

Table 8.D

- 1 identifies benchmarks that apply to the specific subsectors of Sector D. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.D

- 1.

Subsector Parameter Benchmark Monitoring Concentration

Subsector D1 . Asphalt Paving and Roofing Materials (SIC 2951, 2952) Total Suspended Solids (TSS) 100 mg/L

8.D.4 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.D

- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that may be covered under this permit.

Page 53 of 146Proposed 2013 MSGP

Table 8.D -2 1

Industrial Activity Parameter Effluent Limit Discharges from asphalt emulsion facilities. Total Suspended Solids (TSS) 23.0 mg/L, daily maximum 15.0 mg/L, 30

- day avg. pH 6.0

- 9.0 s.u.
Oil and Grease 15.0 mg/L, daily maximum 10 mg/L, 30

- day avg.

1 Monitor annually.

Page 54 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart E – Sector E – Glass, Clay, Cement, Concrete, and Gypsum Products.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requireme nts apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.E.1 Covered Stormwater Discharges.
The requirements in Subpart E apply to stormwater discharges associated with industrial activity from Glass, Clay, Cement, Concrete, and Gypsum Products facilities, as identified by the SIC Codes specified under Sector E in Table D

- 1 of Appendix D of the permit.

8.E.2 Additio nal Technology

- Based Effluent Limits.

8.E.2.1 Good Housekeeping Measures. (See also Part 2.1.2.2) With good housekeeping, prevent or minimize the discharge of spilled cement, aggregate (including sand or gravel), kiln dust, fly ash, settled dust, or other significant material in stormwater from paved portions of the site that are exposed to stormwater. S weep or vacuum at regular intervals or us e other equivalent measures to minimize the presence of these materials. Indicate in your SWPPP the frequency of sweeping, vacuuming or other equivalent measures. Determine the frequency based on the amount of industrial activity occurring in the area and the frequency of precipitation, but it must be performed at least once a week if cement, aggregate, kiln dust, fly ash, or settled dust are being handled or processed. You must also prevent the exposure of fine granular solids (cement, fly ash, kiln dust, etc.) to stormwater, where practicable, by storing these materials in enclosed silos, hoppers, or buildings, or und er other covering.

8.E.3 Additional SWPPP Requirements.

8.E.3.1 Drainage Area Site Map . (See also Part 5. 2 .2) Document in the SWPPP the locations of the following, as applicable: bag house or other dust control device; recycle/sedimentation pond, clarifie r, or other device used for the treatment of process wastewater; and the areas that drain to the treatment device.

8.E.3.2 Discharge Testing

. (See also Part 5. 2 .3.4) For facilities producing ready

- mix concrete, concrete block, brick, or similar products, include in the non -stormwater discharge testing a description of measures that ensure that process waste waters resulting from washing trucks, mixers, transport buckets, forms, or other equipment are discharged in accordance with NPDES requirements or are recycled.

8.E.4 Sector

- Specific Benchmarks.

Table 8.E

- 1 identifies benchmarks that apply to the specific subsectors of Sector E. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Page 55 of 146Proposed 2013 MSGP

Table 8.E

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector E1 . Clay Product Manufacturers (SIC 3251-3259, 3261-3269) Total Aluminum 0.75 mg/L

Subsector E2 . Concrete and Gypsum Product Manufacturers (SIC 3271-3275) Total Suspended Solids (TSS) 100 mg/L

Total Iron 1.0 mg/L

8.E.5 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.E

- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that may be covered under this permit.

Table 8.E -2 1

Industrial Activity Parameter Effluent Limit Discharges from material storage piles at cement manufacturing facilities Total Suspended Solids (TSS) 50 mg/L, daily maximum
pH 6.0

- 9.0 s.u.

1 Monitor annually.

Page 56 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart F – Sector F – Primary Metals.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements s peci fied elsewhere in this permit.

8.F.1 Covered Stormwater Discharges.
The requirements in Subpart F apply to stormwater discharges associated with industrial activity from Primary Metals facilities, as identified by the SIC Codes specified under Sector F in Table D

- 1 of Appendix D of the permit.

8.F.2 Additional Technology

- Based Effluent Limits

8.F.2.1 Good Housekeeping Measures. (See also Part 2.1.2.2) As part of your good housekeeping program, include a cleaning and maintenance program for all impervio us areas of the facility where particulate matter, dust, or debris may accumulate, especially areas where material loading and unloading, storage, handling, and processing occur; and, where practicable, the paving of areas where vehicle traffic or material storage occur but where vegetative or other stabilization methods are not practicable (institute a sweeping or vacuuming program in these areas too). For unstabilized areas where sweeping or vacuuming is not practicable, us e stormwater management devices such as sediment traps, vegetative buffer strips, filter fabric fence, sediment filtering boom, gravel outlet protection, or other equivalent measures that effectively trap or remove sediment.

8.F.3 Additional SWPPP Requirements.

8.F.3.1 Drainage Area Site Map. (See also Part 5. 2 .2) Identify in the SWPPP where any of the following activities may be exposed to precipitation or surface runoff: storage or disposal of wastes such as spent solvents and baths, sand, slag and dross; liquid storag e tanks and drums; processing areas including pollution control equipment (e.g., baghouses); and storage areas of raw material such as coal, coke, scrap, sand, fluxes, refractories, or metal in any form. In addition, indicate where an accumulation of signi ficant amounts of particulate matter could occur from such sources as furnace or oven emissions, losses from coal and coke handling operations, etc., and could result in a discharge of pollutants to waters of the United States.

8.F.3.2 Inventory of Exposed Material. (See also Part 5. 2.3 ) Include in the inventory of materials handled at the site that potentially may be exposed to precipitation or runoff, areas where deposition of particulate matter from process air emissions or losses during material -h andling activities are possible

8.F.4 Additional Inspection Requirements. (See also Part 3 .1) As part of conducting your routine facility inspections at least quarterly (Part 3 .1), address all potential sources of pollutants, including (if applicable) air pollution control equipment (e.g., baghouses, electrostatic precipitators, scrubbers, and cyclones), for any signs of degradation (e.g., leaks, corrosion, or improper operation) that could limit their efficiency and lead to excessive emissions. Consider monitoring air flow at inlets and outlets (or use equivalent measures) to check for leaks (e.g., particulate deposition) or blockage in ducts. Also inspect all process and material handling equipment (e.g., conveyors, cranes, and vehicles) for leaks, drips, or the potential loss of material; and material storage areas

Page 57 of 146Proposed 2013 MSGP

(e.g., piles, bins, or hoppers for storing coke, coal, scrap, or slag, as well as chemicals stored in tanks and drums) for signs of material losses due to wind or stormwater runoff.

8.F.5 Sector

- Sp ecific Benchmarks.

Table 8. F- 1 identifies benchmarks that apply to the specific subsectors of Sector F . These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.F

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector F1 . Steel Works, Blast Furnaces, and Rolling and Finishing Mills (SIC 3312

- 3317) Total Aluminum 0.75 mg/L Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L
Subsector F2 . Iron and Steel Foundries (SIC 3321-3325) Total Aluminum 0.75 mg/L Total Suspended Solids (TSS) 100 mg/L Total Copper (freshwater) 2 Total Copper (saltwater) 1 Hardness Dependent 0.0048 mg/L Total Iron 1.0 mg/L Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L
Subsector F3 . Rolling, Drawing, and Extruding of Nonferrous Metals (SIC 3351-3357) Total Copper (freshwater) 2 Total Copper (saltwater) 1 Hardness Dependent 0.0048 mg/L Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L
Subsector F4 . Nonferrous Foundries (SIC 3363-3369) Total Copper (freshwater) 2 Total Copper (saltwater) 1 Hardness Dependent 0.0048 mg/L Total Zinc (fresh water) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology) , in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Freshw ater Hardness Range Copper (mg/L) Zinc (mg/L)

0

- 24.99 mg/L 0.0038 0.04

25

- 49.99 mg/L 0.0056 0.05

50

- 74.99 mg/L 0.0090 0.08

75

- 99.99 mg/L 0.0123 0.11

100

- 124.99 mg/L 0.0156 0.13

125

- 149.99 mg/L 0.0189 0.16

150

- 174.99 mg/L 0.0221 0.18

175

- 199.99 mg/L 0.0253 0.20

200

- 224.99 mg/L 0.0285 0.23

225

- 249.99 mg/L 0.0316 0.25
250+ mg/L 0.0332 0.26

Page 58 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart G – Sector G – Metal Mining.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.G.1 Covered Stormwater Discharges.
The requirements in Subpart G apply to stormwater discharges associated with industrial activity from Metal Mining facilities, including mines abandoned on Federal lands, as identified by the SIC Codes specified under Sector G in Table D -1 of Appendix D. Coverage is required for metal mining facilities that discharge stormwater contaminated by contact with, or that has come into contact with, any overburden, raw material, intermediate product, finished product, byproduct, or waste product located on the site of the operation.

8.G.1.1 Covered Discharges from Inactive Facilities. All stormwater discharges.

8.G.1.2 Covered Discharges from Active and Temporarily Inactive Facilities. Only the stormwater discharges from the following areas are covered:

• Waste rock and overburden piles if composed entirely of stormwater and not combining with mine drainage;

• Topsoil piles;

• Offsite haul and access roads;

• Onsite haul and access roads constructed of waste rock, overburden or spent ore if composed entirely of stormwater and not combining with mine drainage;

• Onsite haul and access roads not constructed of waste rock, overburden or spent ore except if mine drainage is used for dust control;

• Runoff from tailings dams or dikes when not constructed of waste rock or tailings and no process fluids are present;

• Runoff from tailings dams or dikes whe n constructed of waste rock or tailings and no process fluids are present, if composed entirely of stormwater and not combining with mine drainage;

• Concentration building if no contact with material piles;

• Mill site if no contact with material piles;

• Offic e or administrative building and housing if mixed with stormwater from industrial area;

• Chemical storage area;

• Docking facility if no excessive contact with waste product that would otherwise constitute mine drainage;

• Explosive storage;

• Fuel storage;

• Vehicle and equipment maintenance area and building;

• Parking areas (if necessary);

• Power plant;

• Truck wash areas if no excessive contact with waste product that would otherwise constitute mine drainage;

• Unreclaimed, disturbed areas outside of active mining area ;

• Reclaimed areas released from reclamation requirements prior to December 17, 1990;

Page 59 of 146Proposed 2013 MSGP

• Partially or inadequately reclaimed areas or areas not released from reclamation requirements.

8.G.1.3 Covered Discharges from Exploration and Construction of Metal Minin g and/or Ore Dressing Facilities. All stormwater discharges.

8.G.1.4 Covered Discharges from Facilities Undergoing Reclamation. All stormwater discharges.

8.G.2 Limitations on Coverage.

8.G.2.1 Prohibition of Stormwater Discharges. Stormwater discharges not authorized by this permit: discharges from active metal mining facilities that are subject to effluent limitation guidelines for the Ore Mining and Dressing Point Source Category (40 CFR Part 440).

NOTE: Stormwater runoff from th ese sources are subject to 40 CFR Part 440 if they are mixed with other discharges subject to Part 440. In this case, they are not eligible for coverage under this permit. Discharges from overburden/waste rock and overburden/waste rock- related areas are not subject to 40 CFR Part 440 unless they: (1) drain naturally (or are intentionally diverted) to a point source; and (2) combine with ''mine drainage'' that is otherwise regulated under the Part 440 regulations. For such sources, coverage under this perm it would be available if the discharge composed entirely of stormwater does not combine with other sources of mine drainage that are not subject to 40 CFR Part 440, and meets the other eligibility criteria contained in Part 1.2 of the permit. Permit appli cants bear the initial responsibility for determining if they are eligible for coverage under this permit, or must seek coverage under another NPDES permit. EPA recommends that permit applicants contact the relevant NPDES permit issuance authority for assi stance to determine the nature and scope of the ''active mining area'' on a mine

- by

- mine basis, as well as to determine the appropriate permitting mechanism for authorizing such discharges.

8.G.2.2 Prohibition of Non

- Stormwater Discharges . Not authorized b y this permit: adit drainage, and contaminated springs or seeps discharging from waste rock dumps that do not directly result from precipitation events (see also the standard Limitations on Coverage in Part 1.1.4).

8.G.3 Definitions.
The following definitions are not intended to supersede the definitions of active and inactive mining facilities established by 40 CFR 122.26(b)(14)(iii).

8.G.3.1 Mining operation

- Consists of the active and temporarily inactive phases, and the reclamation phase, but excludes the exploration and construction phases.

8.G.3.2 Exploration phase - Entails exploration and land disturbance activities to determine the viability of a site. The exploration phase is not considered part of “mining operations.”

8.G.3.3 Construction phase

- Includes the building of site access roads and removal of overburden and waste rock to expose mineable minerals. The construction phase is not considered part of “mining operations.”

8.G.3.4 Active phase

- Activities including the extraction, removal or recovery of metal ore. For surface mines, this definition does not include any land where grading has returned the earth to a desired contour and reclamation has begun. This definition is derived from the definition of “active mining area” found at 40 CFR 440.132(a). The active phase is considered part of “mining operations.”

Page 60 of 146Proposed 2013 MSGP

8.G.3.5 Reclamation phase

- Activities undertaken, in compliance with applicable mined land reclamation requirements, following the cessation of the “active phase”, intended to return the land to an appropriate post

- mining land use in order to meet applicable Federal and State reclamation requirements. The reclamation phase is considered part of "mining operations."

8.G.3.6 Active met al mining facility - A place where work or other activity related to the extraction, removal, or recovery of metal ore is being conducted. For surface mines, this definition does not include any land where grading has returned the earth to a desired contou r and reclamation has begun. This definition is derived from the definition of “active mining area” found at 40 CFR 440.132(a).

8.G.3.7 Inactive metal mining facility

- A site or portion of a site where metal mining and/or milling occurred in the past but is not an active facility as defined above, and where the inactive portion is not covered by an active mining permit issued by the applicable State or Federal agency. An inactive metal mining facility has an identifiable owner / operator. Sites where mi ning claims are being maintained prior to disturbances associated with the extraction, beneficiation, or processing of mined materials and sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim are not considered either active or inactive mining facilities and do not require an NPDES industrial stormwater permit.

8.G.3.8 Temporarily inactive metal mining facility

- A site or portion of a site where metal mining and/or milling occurred in the past but currently are not being actively undertaken, and the facility is covered by an active mining permit issued by the applicable State or Federal agency.

8.G.3.9 Final Stabilization - A site or portion of a site is “finally stabilized” when it has implemented all applicable Federal and State reclamation requirements.

8.G.4 Technology

- Based Effluent Limits for Clearing, Grading, and Excavation Activities.
Clearing, grading, and excavation activities being conducted as part of the exploration and construction phase of mining activities are covered under this permit. During clearing, grading, and excavation activities you must comply with all applicable effluent limits in Part 2 of this permit, and you must also comply with the following effluent limits which are from the 2012

v ersion of EPA’s Construction General Permit (CGP). Contained in Part 8.G.4 are the basic requirements of EPA’s CGP , however , you should consult EPA’s CGP to ensure full compliance is achieved.

8.G.4.1 Requirements Regarding Erosion And Sediment Control.

.
8.G.4.1.1 Installation of Stormwater Controls (See Part 2.1.1.3 of EPA’s CGP)

• By the time construction commences, stormwater controls to treat initial disturbance must be installed and made operational

.

• Controls must be installed along perimeter areas of site that will receive stormwater flow.

• Remaining controls must be installed as soon as conditions allow

8.G.4.1.2 Maintenance of Stormwater Controls (See Part 2.1.1.4 of EPA’s CGP)

• At any time, if a stormwater control needs repair or replacement to continue operating effectively;

o Initiate work to fix the problem immediately

o Complete work by end of the next work day

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• If a stormwater control must be replaced or significantly repaired, work must be completed within 7 days, unless infeasible

8.G.4.1.3 Natural Buffers (See Part 2.1.2.1 and Appendix G of EPA’s CGP)

. If earth disturbances will occur within 50 feet of a w ater of the U.S. , additional protections apply. You must comply with 1 of 3 compliance alternatives:

1. Provide a 50- foot undisturbed natural buffer between construction disturbances and the water of the U.S. ; or 2. Provide an undisturbed natural buffer that is less than 50 feet supplemented by additional erosion and sediment controls, which in combination, achieve a sediment load reduction that is equivalent to a 50- foot buffer; or 3. If it is infeasible to provide an undisturbed natural buffer of any size, implement erosion and sediment controls that achieve a sediment load reduc tion that is equivalent to a 50

- foot buffer

.
There are exceptions wh en buffer requirements don’t apply:

1. There is no stormwater discharge from construction disturbances to the water of the U.S.; 2. The natural buffer has already been eliminated by preexisting development disturbances ; or 3. The disturbance is for the constructio n of a water

- dependent structure (pier, boat ramp) or construction approved under a CWA section 404 permit.

8.G.4.1.4 Sediment Discharge Controls (See Parts 2.1.2.2 – 2.1.3.3 of EPA’s CGP)

P erimeter c ontrols:

• I nstall sediment controls along those perimeter areas of your site that will receive stormwater ; and

• R emove sediment before it has accumulated to one

- half of the above

- ground height of any perimeter control.

S ediment track

- out:

• Restrict vehicle use to designated exit points ;

• Use appropriate stabilization techniques ; and

• Remove tracked

- out sediment by end of the work day

.

S oil or sediment stockpiles:

• Locate the piles outside of any natural buffers established under Part 8.G.4.1.3;

• Protect from contact with stormwater runoff using temporary barriers ; and

• Provide cover or appropriate temporary stabilization, where practicable

.

S torm drain inlets:

• Install inlet protection measures (at sewer inlets that you can access) that remove sediment prior to discharge into storm drain

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• Can be removed in the event of flood conditions or to prevent erosion ; and

• Clean, or remove and replace, the protection measures as sediment accumulates, the filter becomes clogged, and/or performance is compromised

S ediment basins

• Provide storage for either (1) the 2

- year, 24- hour storm, or (2) 3,600 cubic feet per acre drained ; and

• Utilize outlet structures that withdraw water from surface, unless infeasible

.

• Prevent erosion of (1) the sediment basin using stabilization controls (e.g., erosion control blankets), and (2) the inlet and outlet using erosion controls and velocity dissipation devices; and

• Locate sediment basins outside any natural buffers established under Part 8.G.4.1.3.

Other related requirements:

• Minimize amount of soil exposed at any one time during construc tion

• Minimize steep slope disturbances

• Minimize soil compaction

• Direct stormwater to the site’s vegetated areas unless infeasible

8.G.4.1.5 Restriction s on Use of Treatment Chemicals (See Part 2.1.3.3 of EPA’s CGP). If you will use treatment chemicals at your site, you are subject to the following minimum requirements:

• Use conventional E&S controls prior to and after application of chemical ;

• Select chemicals suited to soil type, and expected turbidity, pH, flow rate;

• Minimize discharge risk from stored chemicals ;

• Apply in accordance with state/local requirements, good engineering practices, and dosage recommendations of chemical supplier ; and

• Ensure proper training

.

The use of cationic treatment chemicals is not allowed under the MS GP unless EPA specifically authorizes its use:

• You will need to contact the applicable EPA Regional Office if you intend to use cationic treatment chemicals at your site to determine what information EPA requires to evaluate your request ; and

• Use of cationic chemicals will likely be subject to additional requirements to ensure protection of water quality standards

.

8.G.4.1.6 Site Stabilization (See Part 2.2 of EPA’s CGP )

When to initiate stabilization:

• By no later than the end of the next work day after construction work in an area has stopped permanently or temporarily

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When stabilization must be c ompleted:

• If using vegetative measures, by no later than 14 days after initiating stabilization, the operator must:

o Seed or plant the area, and provide temporary cover to
p rotect planted area ; and

o Once established, vegetation must cover at least 70% of stabilized area based on density of native vegetation

.

• If using non

- vegetative stabilization, by no later than 14 days after initiating stabilization, the operator must:

o Install or apply all non -vegetative measures; and

o Cover all areas of exposed soil

.
Exceptions:

• Arid, semi- arid (if construction occurs during seasonally dry period), or drought

- stricken areas:

o Within 14 days of stopping construction work in an area, install
any necessary non

- vegetative stabilization measures ;

o Initiate vegetative stabilization as soon conditions on the site allow ;

o Document the schedule that will be followed for initiating and completing vegetative stabilization ; and

o Area must be planted so that within 3 years 70% cover requirement is met

.

• Sites affected by severe storm events or other unforeseen circumstances :

o Initiate vegetative stabilization as soon conditions on the site allow ;

o Document the schedule that will be followed for initiating an d completing vegetative stabilization ; and

o Area must be planted so that within 3 years 70% cover requirement is met

.

8.G.4.2 Pollution Prevention Requirements (See Part 2.3 of EPA’s CGP )

8.G.4.2.1 Prohibited Non -Stormwater Discharges:

• Wastewater from wa shout of concrete, unless managed by an appropriate control ;

• Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials, unless managed by an appropriate control ;

• Fuels, oils, or other pollutants used for O&M of vehicles or equipment ;

• Soaps or solvents used in vehicle or equipment washing ; and

• Toxic or hazardous substances from a spill or other release

8.G.4.2.2 Design and Location Requirements :

• Use effective means of preventing discharge f rom pollution sources :

o Minimiz e exposure; or

o Use secondary containment or equivalent measures ; or

o Provide spill kits

.

• Use leak

- proof containers for all chemicals :

o Locate away from surface waters, storm sewer inlets, and drainageways ; and

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o Clean up spills immediately – do not clean by hosing area down

8.G.4.3 Water

- Quality Requirements Stricter requirements apply if your site will discharge to an impaired water or a water that is identified by your state, tribe, or EPA as a Tier 2 or Tier 2.5 for antidegradation
purposes :

• More rapid stabilization of exposed areas :

o Complete initial stabilization activities within 7 days of stopping construction work.

• More frequent site inspections :

o Onc e every 7 days and within 24 hours of a storm event of 0.25 in ches
or grea ter

.

8.G.4.4 Inspection Requirements (See Part 4.1 of EPA’s CGP )

8.G.4.4.1 Inspection F requency

• At least once every 7 calendar days, or

• Once every 14 calendar days and within 24 hours of a storm event of 0.25 inches or greater. Note:

o Inspections only required during working hours ;

o Inspections not required during unsafe conditions ; and

o If you choose to inspect once every 14 days, you must have a method for measuring rainfall amount on site (either rain gauge or representative weather station)

8.G.4.4.2 Reductions in Inspection F requency

• Stabilized areas: You may reduce the frequency of inspections to once per month in any area of your site where the stabilization as occurred pursuant to Part 8.G.4.1.6

.

• Arid, semi- arid, and drought stricken areas: if con struction is occurring during the seasonally dry period or during a period in which drought is predicted to

occur, you may reduce inspections to once per month and within 24 hours of a 0.25 inch storm event.

• Frozen conditions: You may temporarily suspend or reduce inspections (to once per month) until thawing conditions occur if frozen conditions are continuous and disturbed areas have been stabilized

.
8.G.4.4.3 Areas to be Inspected: You must at a minimum inspect the following areas:

• All disturbed areas ;

• All stormwater controls and pollution prevention measures ;

• All locations where stabilization measures have been implemented ;

• Material, waste, borrow, or equipment storage and maintenance areas ;

• All areas where stormwater flows ; and

• Al l points of discharge

.

8.G.4.4.4 What to Check for During Inspections At a minimum you must check:

• Whether all stormwater controls are installed, operational, and working as intended ;

• If any new or modified stormwater controls are needed ;

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• Conditions that could lead to a spill or leak ; and

• Visual signs of erosion/sedimentation at points of discharge

.
If a discharge is occurring:

• The quality and characteristics of the discharge ; and

• Whether controls are operating effectively

8.G.4.4.5 Inspection R eport Wit hin 24 hours of an inspection, complete a report that includes:

• Inspection date ;

• Name and title of inspector(s) ;

• Summary of inspection findings ;

• Rainfall amount that triggered the inspection (if applicable) ;

• If it was unsafe to inspect a portion of the site, include documentation of the reason and the location(s ;)

• Each inspection report must be signed ; and

• Must keep a current copy of all reports at the site or at an easily accessible location

.

8.G.5 Additional Technology

- Based Effluent Limits.

8.G.5.1 Employee Training. (See also Part 2.1.2.8 ) Conduct employee training at least annually at active and temporarily inactive sites.

8.G.5.2 Stormwater Controls. Apart from the control measures you implement to meet your Part 2 effluent limits, where necessary to minimize pollutant discharges, implement the following control measures at your site. The potential pollutants identified in Part 8.G.6.3 shall determine the priority and appropriateness of the control measures selected.

8.G.5.2.1 Stormwater Diversions : D ivert stormwater away from potential pollutant

sources where practicable

. The f ollowing are some options : interceptor or diversion controls (e.g., dikes, swales, curbs, or berms); pipe slope drains; subsurface drains; conveyance systems (e.g., channels or gutters, open

- top box culverts, and waterbars; rolling dips and road sloping; roadway surface water deflector and culverts); or their equivalents.

8.G.5.2. 2 Capping : When capping is necessary to minimize pollutant discharges in stormwater, identify the source being capped and the material used to construct the cap.

8.G.5.2.3 Treatment : If treatment of stormwater (e.g., chemical or physical systems, oil and w ater separators, artificial wetlands) is necessary to protect water quality, describe the type and location of treatment used. Passive and/or active treatment of stormwater runoff is encouraged where practicable. Treated runoff may be discharged as a storm water source regulated under this permit provided the discharge is not combined with discharges subject to effluent limitation guidelines for the Ore Mining and Dressing Point Source Category (40 CFR Part 440).

8.G.5.3 Discharge Testing. (See also Part 5. 2 .3.4) Test or evaluate all outfalls covered under this permit for the presence of specific mining

- related non

- stormwater discharges such as seeps or adit discharges, or discharges subject to effluent limitations guidelines (e.g., 40 CFR Part 440), such as mine drainage or process water. Alternatively (if applicable), you may keep a certification with your SWPPP consistent with Part 8.G.6.6.

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8.G.6 Additional SWPPP Requirements.

8.G.6.1 Nature of Industrial Activities . (See also Part 5. 2 .2) Briefly document in your SWPPP the mining and associated activities that can potentially affect the stormwater discharges covered by this permit, including a general description of the location of the site relative to major transportation routes and communities

.

8.G.6.2 Si te Map . (See also Part 5.2 .2) Document in your SWPPP the locations of the following (as appropriate): mining or milling site boundaries; access and haul roads; outline of the drainage areas of each stormwater outfall within the facility with indications of the types of discharges from the drainage areas; location(s) of all permitted discharges covered under an individual NPDES permit, outdoor equipment storage, fueling, and maintenance areas; materials handling areas; outdoor manufacturing, outdoor storage, and material disposal areas; outdoor chemicals and explosives storage areas; overburden, materials, soils, or waste storage areas; location of mine drainage (where water leaves mine) or other process water; tailings piles and ponds (including proposed

one s); heap leach pads; off

- site points of discharge for mine drainage and process water; surface waters; boundary of tributary areas that are subject to effluent limitations guidelines; and location(s) of reclaimed areas.

8.G.6.3 Potential Pollutant Sources. (See also Part 5. 2 .3) For each area of the mine or mill site where stormwater discharges associated with industrial activities occur, identify the types of pollutants (e.g., heavy metals, sediment) likely to be present in significant amounts. Consider the se factors: the mineralogy of the ore and waste rock (e.g., acid forming); toxicity and quantity of chemicals used, produced, or discharged; the likelihood of contact with stormwater; vegetation of site (if any); and history of significant leaks or spills of toxic or hazardous pollutants. Also include a summary of any existing ore or waste rock or overburden characterization data and test results for potential generation of acid rock. If any new data is acquired due to changes in ore type being mined, update your SWPPP with this information.

8.G.6.4 Documentation of Control Measures. Document all control measures that you implement consistent with Part 8.G.5.2. If control measures are implemented or planned but are not listed in Part 8.G.5.2 (e.g., substituting a less toxic chemical for a more toxic one), include descriptions of them in your SWPPP.

8.G.6.5 Employee Training. All employee training(s) must be documented in the SWPPP.

8.G.6.6 Certification of Permit Coverage for Commingled Non

- Stormwater Disc harges: If you are able, consistent with Part 8.G.5.3 above, to certify that a particular discharge composed of commingled stormwater and non -stormwater is covered under a separate NPDES permit, and that permit subjects the non

- stormwater portion to efflu ent limitations prior to any commingling, retain such certification with your SWPPP. This certification must identify the non

- stormwater discharges, the applicable NPDES permit(s), the effluent limitations placed on the non

- stormwater discharge by the
perm it(s), and the points at which the limitations are applied.

8.G.7 Additional Inspection Requirements.
(See also Part 3 .1 and 8.G.4. 4 .) Except for areas of the site subject to clearing, grading, and/or excavation activities conducted as part of the explorat ion and construction phase, which are subject to Part 8.G.4.2.1, inspect sites at least quarterly unless adverse weather conditions make the site inaccessible. Sites which discharge to waters designated as Tier 2 or 2.5 or waters which are impaired for sed iment or nitrogen must be inspected monthly , unless subject to 8.G.4.3 . See Part 8.G.8.4 for inspection requirements for inactive and unstaffed sites.

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8.G.8 Monitoring and Reporting Requirements. (See also Part 6 of the permit.)

Note: There are no Part 8.G.8 monitoring and reporting requirements for inactive and unstaffed sites.

8.G.8.1 Benchmark Monitoring for Active Copper Ore Mining and Dressing Facilities. Table 8.G -1 identifies benchmarks that apply to active copper ore mining and dressing facilitie s. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities

.

Table 8.G

- 1

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector G1 . Active Copper Ore Mining and Dressing Facilities (SIC 1021) Total Suspended Solids (TSS) 100 mg/L

Nitrate plus Nitrite Nitrogen 0.68 mg/L

Chemical Oxygen

Demand (COD) 120 mg/L

8.G.8.2 Benchmark Monitoring Requirements for Discharges From Waste Rock and Overburden Piles at Active Metal Mining Facilities. For discharges from waste rock and overburden piles, perform benchmark monitoring once in the first year for the parameters listed in Table 8.G- 2, and twice annually in all subsequent years of coverage under this permit for any parameters for which the benchmark has been exceeded. You are also required to conduct analytic monitoring for the parameters listed in Table 8.G

- 3 in accordance with the requirements in Part 8.G.6.3. The Director may also notify you that you must perform additional monitoring to accurately characterize the quality and quantity of pollutants discharged from your waste rock and overburden piles.

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Table 8.G

- 2.
Subsector (Discharges may be subject to requirement s for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector G2 . Iron Ores; Copper Ores; Lead and Zinc Ores; Gold and Silver Ores; Ferroalloy Ores, Except Vanadium; and Miscellaneous Metal Ores (SIC Codes 1011, 1021, 1031, 1041, 1044, 1061, 1081, 1094, 1099) (Note: when analyzing hardness for a suite of metals, it is more cost effective to add analysis of calcium and magnesium, and have hardness calculated than to require hardness analysis separately) Total Suspended Solids (TSS) 100 mg/L Turbidity 50 NTU pH 6.0

- 9.0 s.u. Hardness (as CaCO 3 ; calc. from Ca, Mg) 2 no benchmark value

Total Antimony 0.64 mg/L Total Arsenic (freshwater) 2 Total Arsenic

(saltwater) 1 0.15 mg/L

0.069 mg/L Total Beryllium 0.13 mg/L
Total Cadmium (freshwater) 2 Total Cadmium (saltwater) 1 Hardness Dependent 0.04 mg/L Total Copper (freshwater) 2 Total Copper (saltwater) 1 Hardness Dependent 0.0048 mg/L Total Iron 1.0 mg/L Total Lead (freshwater) 2 Total Lead (saltwater) 1 Hardness Dependent 0.21 mg/L Total Mercury (freshwater) 2 Total Mercury (saltwater) 1 0.0014 mg/L 0. 0018 mg/L Total Nickel (freshwater) 2 Total Nickel (saltwater) 1 Hardness Dependent 0.074 mg/L Total Selenium (freshwater) 2 Total Selenium (saltwater) 1 0.005 mg/L 0.29 mg/L Total Silver (freshwater) 2 Total Silver (saltwater) 1 Hardness Dependent 0.0019 mg/L Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Depende nt Metals,” for methodology), in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Freshw ater Hardness Range Cadmium (mg/L) Copper (mg/L) Lead (mg/L) Nickel (mg/L) Silver (mg/L) Zinc (mg/L)

0

- 24.99 mg/L 0.0005 0.0038 0.014 0.15 0.0007 0.04

25

- 49.99 mg/L 0.0008 0.0056 0.023 0.20 0.0007 0.05

50

- 74.99 mg/L 0.0013 0.0090 0.045 0.32 0.0017 0.08

75

- 99.99 mg/L 0.0018 0.0123 0.069 0.42 0.0030 0.11

100

- 124.99 mg/L 0.0023 0.0156 0.095 0.52 0.0046 0.13

125

- 149.99 mg/L 0.0029 0.0189 0.122 0.61 0.0065 0.16

150

- 174.99 mg/L 0.0034 0.0221 0.151 0.71 0.0087 0.18

175

- 199.99 mg/L 0.0039 0.0253 0.182 0.80 0.0112 0.20

200

- 224.99 mg/L 0.0045 0.0285 0.213 0.89 0.0138 0.23

225

- 249.99 mg/L 0.0050 0.0316 0.246 0.98 0.0168 0.25
250+ mg/L 0.0053 0.0332 0.262 1.02 0.0183 0.26

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8.G.8.3 Additional Analytic Monitoring Requirements for Discharges From Waste Rock and Overburden Piles at Active Metal Mining Facilities. In addition to the monitoring required in Part 8.G.8.2 for discharges from waste rock and overburden piles, you must also conduct monitoring for additional parameters based on the type of ore you mine at your site. Where a parameter in Table 8.G

- 3 is the same as a pollutant you are required to monitor for in Table 8.G

- 2 (i.e., for all of the metals ) , you must use the corresponding benchmark in Table 8.G

- 2 and you may use any monitoring results conducted for Part 8.G.8 .2 to satisfy the monitoring requirement for that parameter for Part 8.G.6.3. For radium and uranium, which do not have corresponding benchmarks in Table 8.G

- 2, there are no applicable benchmarks. The frequency and schedule for monitoring for these additional parameters is the same as that specified in Part 6.2.1.2.

Table 8.G

- 3. Additional Monitoring Requirements for Discharges from Waste Rock and Overburden Piles Supplemental Requirements

Type of Ore Mined Pollutants of Concern
Total Suspended Solids (TSS) pH Metals, Total

Tungsten Ore X X Arsenic, Cadmium (H), Copper (H), Lead (H), Zinc (H) Nickel Ore X X Arsenic, Cadmium (H), Copper (H), Lead (H), Zinc (H) Aluminum Ore X X Iron Mercury Ore X X Nickel (H) Iron Ore X X Iron (Dissolved) Platinum Ore Cadmium (H), Copper (H), Mercury, Lead (H), Zinc (H) Titanium Ore X X Iron, Nickel (H), Zinc (H) Vanadium Ore X X Arsenic, Cadmium (H), Copper (H), Lead (H), Zinc (H) Molybdenum X X Arsenic, Cadmium (H), Copper (H), Lead (H), Mercury, Zinc (H) Uranium, Radium, and Vanadium Ore X X Chemical Oxygen Demand, Arsenic, Radium (Dissolved and Total), Uranium, Zinc (H) Note: An “X” indicated for TSS and/or pH means that you are required to monitor for those parameters. (H) indicates that hardness must also be measured when this pollutant is measured.

8.G.8.4 I nactive and Unstaffed Sites – Conditional Exemption from No Exposure Requirements for Quarterly Visual Assessments and Routine Facility Inspections. As a Sector G facility, if you are seeking to exercise a waiver from the quarterly visual assessment and routine facility inspection requirements for inactive and unstaffed sites (including temporarily inactive sites), you are conditionally exempt from the requirement to certify that “there are no industrial materials or activities exposed to stormwater” in Pa rts 3.1.1 and 3.2.3

. This exemption is conditioned on the following:

• If circumstances change and your facility becomes active and/or staffed, this exception no longer applies and you must immediately begin complying with the quarterly visual assessment requirements; and

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• EPA retains the authority to revoke this exemption and/or the monitoring waiver where it is determined that the discharge causes, has a reasonable potential to cause, or contributes to an instream excursion above an applicable water quality standard, including designated uses.
Subject to the two conditions above, if your facility is inactive and unstaffed, you are waived from the requirement to conduct quarterly visual assessments and routine facility inspections. You must still do an annual site inspection in accordance with Part 3.1. You are encouraged to inspect your site more frequently where you have reason to believe that severe weather or natural disasters may have damaged control measures or increased discharges.

Table 8.G

- 4. Applicability of the Multi

- Sector General Permit to Stormwater Runoff From Active Mining and Dressing Sites, Temporarily Inactive Sites, and Sites Undergoing Reclamation Discharge/Source of Discharge Note/Comment
Piles Waste rock/overburden If composed entirely of stormwater and not combining with mine drainage. See note below. Topsoil

-- Roads constructed of waste rock or spent ore Onsite haul roads If composed entirely of stormwater and not combining with mine drainage. See note below. Offsite haul and access roads

-- Roads not constructed of waste rock or spent ore Onsite haul roads Except if mine drainage is used for dust control Offsite haul and access roads

-- Milling/concentrating Runoff from tailings dams and dikes when constructed of waste rock/tailings Except if process fluids are present and only if composed entirely of stormwater and not combining with mine drainage. See Note below. Runoff from tailings dams/dikes when not constructed of waste rock and tailings Except if process fluids are present

Concentration building If stormwater only and no contact with piles Mill site If stormwater only and no contact with piles Ancillary areas Office and administrative building and housing If mixed with stormwater from the industrial

area Chemical storage area

-- Docking facility Except if excessive contact with waste product that would otherwise constitute mine drainage Explosive storage

-- Fuel storage (oil tanks/coal piles)

-- Vehicle and equipment maintenance area/building --

Parking areas But coverage unnecessary if only employee and visitor

- type parking

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Table 8.G

- 4. Applicability of the Multi

- Sector General Permit to Stormwater Runoff From Active Mining and Dressing Sites, Temporarily Inactive Sites, and Sites Undergoing Reclamation Discharge/Source of Discharge Note/Comment Power plant Truck wash area Except when excessive contact with waste product that would otherwise constitute mine drainage Reclamation

- related areas Any disturbed area (unreclaimed) Only if not in active mining area Reclaimed areas released from reclamation requirements prior to Dec. 17, 1990 --

Partially/inadequately reclaimed areas or areas not released from reclamation requirements --

Note: Stormwater runoff from these sources are subject to the NPDES program for stormwater unless mixed with discharges subject to 40 CFR Part 440 that are regulated by another permit prior to mixing. Non

- stormwater discharges from these sources are subject to NPDES permitting and may be subject to the effluent limitation guidelines under 40 CFR Part 440. Discharges from overburden/waste rock and overburden/waste rock

- related areas are not subject to 40 CFR Part 440 unless: (1) it drains naturally (or is intentionally diverted) to a po int source; and (2) combines with ''mine drainage'' that is otherwise regulated under the Part 440 regulations. For such sources, coverage under this permit would be available if the discharge composed entirely of stormwater does not combine with other sou rces of mine drainage that are not subject to 40 CFR Part 440, as well as meeting other eligibility criteria contained in Part 1.1 of the permit. Permit applicants bear the initial responsibility for determining the applicable technology

- based standard for such discharges. EPA recommends that permit applicants contact the relevant NPDES permit issuance authority for assistance to determine the nature and scope of the ''active mining area'' on a mine

- by

- mine basis, as well as to determine the appropriate per mitting mechanism for authorizing such discharges.

8.G.9. Termination of Permit Coverage

8.G.9.1 Termination of Permit Coverage for Sites Reclaimed After December 17, 1990. A site or a portion of a site that has been released from applicable state or fe deral reclamation requirements after December 17, 1990, is no longer required to maintain coverage under this permit. If the site or portion of a site reclaimed after December 17, 1990, was not subject to reclamation requirements, the site or portion of the site is no longer required to maintain coverage under this permit if the site or portion of the site has been reclaimed as defined in Part 8.G. 3.5.

8.G.9.2 Termination of Permit Coverage for Sites Reclaimed Before December 17, 1990. A site or portion of a site that was released from applicable state or federal reclamation requirements before December 17, 1990, or that was otherwise reclaimed before December 17, 1990, is no longer required to maintain coverage under this permit if the site or portion of the site has been reclaimed. A site or portion of a site is considered to have been reclaimed if: (1) stormwater runoff that comes into contact with raw materials, intermediate byproducts, finished products, and waste products does not have the potential to cause or contribute to violations of state water quality standards, (2) soil disturbing activities related to mining at the sites or portion of the site have been completed, (3) the site or portion of the site has been stabilized to minimize soil erosion, and (4) as appropriate depending on location, size, and the potential to contribute pollutants to stormwater discharges, the site or portion of the site has been revegetated, will be amenable to natural revegetation, or will be left i n a condition consistent with the post

- mining land use.

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Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart H – Sector H – Coal Mines and Coal Mining

- Related Facilities.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.H.1 Covered Stormwater Discharges.
The requirements in Subpart H apply to stormwater discharges associated with industrial activity from Coal Mines and Coal Mining

- Related facilities as identified by the SIC Codes specified under Sector H in Table D

- 1 of Appendix D.

8.H.2 Limitations on Coverage.

8.H.2.1 Prohibition of Non -Stormwater Discharges. (See also Part 1 .1.4) Not covered by this permit: discharges from pollutant seeps or underground drainage from inactive coal mines and refuse disposal areas that do not result from precipitation events, and discharges from floor drains in maintenance buildings and other similar drains in mining and preparation plant areas.

8.H.2.2 Discharges Subject to Stormwater Effluent Guidelines. (See also Part 1.1. 2.4 ) Not authorized by this permit: stormwater discharges subject to an existing effluent limitation guideline at 40 CFR P art 434.

8.H.3 Definitions
The following definitions are not intended to supersede the definitions of active and inact ive mining facilities established by 40 CFR 122.26(b)(14)(iii).

8.H.3.1 M ining operation - Consists of the active and temporarily inactive phases, and the reclamation phase, but excludes the exploration and construction phases.

8.H.3.2 Exploration phase - Entails exploration and land disturbance activities to determine the financial viability of a site. The exploration phase is not considered part of “mining operations.”

8.H.3.3 Construction phase - Includes the building of site access roads and removal of overburden and waste rock to expose mineable coal. The construction phase is not considered part of “mining operations.”

8.H.3.4 Active phase

- Activities including the extraction, removal or recovery of coal. For surface mines, this definition does not include any land where grading has returned the earth to a desired contour and reclamation has begun. This definition is derived from th e definition of “active mining area” found at 40 CFR 434.11(b). The active phase is considered part of “mining operations.”

8.H.3.5 Reclamation phase - Activities undertaken, in compliance with applicable mined land reclamation requirements, following the cessation of the “active phase”, intended to return the land to an appropriate post

- mining land use. The reclamation phase is considered part of "mining operations."

8.H.3.6 Active coal mining facility - A place where work or other activity related to th e extraction, removal, or recovery of coal is being conducted. For surface mines, this definition does not include any land where grading has returned the earth to a desired

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contour and reclamation has begun. This definition is derived from the definition of “active mining area” found at 40 CFR 434.11(b).

8.H.3.7 Inactive coal mining facility

- A site or portion of a site where coal mining and/or milling occurred in the past but is not an active facility as defined above, and where the inactive portion is not covered by an active mining permit issued by the applicable State or Federal agency. An inactive coal mining facility has an identifiable owner / operator. Sites where mining claims are being maintained prior to disturbances associated with the extra ction, beneficiation, or processing of mined materials and sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim are not considered either active or inactive mining facilities and do not require an NPDES industria l stormwater permit.

8.H.3.8 Temporarily inactive coal mining facility - A site or portion of a site where coal mining and/or milling occurred in the past but currently are not being actively undertaken, and the facility is covered by an active mining permit issued by the applicable State or Federal agency.

8.H.3.9 Final Stabilization - A site or portion of a site is “finally stabilized” when it has implemented all applicable Federal and State reclamation requirements.

8.H.4 Technology

- Based Effluent Limits for Clearing, Grading, and Excavation Activities.
Clearing, grading, and excavation activities being conducted as part of the exploration and construction phase of mining activities are covered under this permit. During clearing, grading, and excava tion activities you must comply with all applicable effluent limits in Part 2 of this permit, and you must also comply with the following effluent limits which are from the 2012 version of EPA’s Construction General Permit (CGP). Contained in Part 8.H.4 are the basic requirements of EPA’s CGP, however, you should consult EPA’s CGP to ensure full compliance is achieved.

8.H.4.1.1 Installation of Stormwater Controls (See Part 2.1.1.3 of EPA’s CGP)

• By the time construction commences, stormwater controls to tr eat initial disturbance must be installed and made operational.

• Controls must be installed along perimeter areas of site that will receive stormwater flow.

• Remaining controls must be installed as soon as conditions allow

8.H.4.1.2 Maintenance of Stormwat er Controls (See Part 2.1.1.4 of EPA’s CGP)

• At any time, if a stormwater control needs repair or replacement to continue operating effectively;

o Initiate work to fix the problem immediately

o Complete work by end of the next work day

• If a stormwater control m ust be replaced or significantly repaired, work must be completed within 7 days, unless infeasible

8.H.4.1.3 Natural Buffers (See Part 2.1.2.1 and Appendix G of EPA’s CGP) . If earth disturbances will occur w ithin 50 feet of a water of the U.S. , additional protections apply. You must comply with 1 of 3 compliance alternatives:

1. Provide a 50- foot undisturbed natural buffer between construction disturbances and the water of the U.S. ; or 2. Provide an undisturbed natural buffer that is less than 50 feet supplemented by additional erosion and sediment controls, which in

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combination, achieve a sediment load reduction that is equivalent to a 50- foot buffer; or 3. If it is infeasible to provide an undisturbed natural buffer of any size, implement erosion and sediment controls that achieve a sediment load reduc tion that is equivalent to a 50

- foot buffer

.
There are exceptions when buffer requirements don’t apply:

1. There is no stormwater discharge from construction disturbances to the water of the U.S.; 2. The natural buffer has already been eliminated by preexisting development disturbances ; or 3. The disturbance is for the construction of a water

- dependent structure (pier, boat ramp) or construction approve d under a CWA section 404 permit

.

8.H.4.1.4 Sediment Discharge Controls (See Parts 2.1.2.2 – 2.1.3.3 of EPA’s CGP)

Perimeter controls:

• I nstall sediment controls along those perimeter areas of your site that will receive stormwater ; and

• R emove sediment before it has accumulated to one

- half of the above

- ground height of any perimeter control.

Sediment track

- out:

• Restrict vehicle use to designated exit points ;

• Use appropriate stabilization techniques ; and

• Remove tracked

- out sediment by end of the work day

.
Soil or sediment stockpiles:

• Locate the piles outside of any natural buffers established under Part 8.H.4.1.3 ;

• Protect from contact with stormwater runoff using temporary barriers ; and

• Provide cover or appropriate temporary stabilization, where practica ble

.

Storm drain inlets:

• Install inlet protection measures (at sewer inlets that you can access) that remove sediment prior to discharge into storm drain

• Can be removed in the event of flood conditions or to prevent erosion ; and

• Clean, or remove and replace, the protection measures as sediment accumulates, the filter becomes clogged, and/or performance is compromised

S ediment basins

• Provide storage for either (1) the 2

- year, 24

- hour storm, or (2) 3,600 cubic feet per acre drained ; and

• Utilize outlet structures that withdraw water from surface, unless infeasible

.

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• Prevent erosion of (1) the sediment basin using stabilization controls (e.g., erosion control blankets), and (2) the inlet and outlet using erosion controls and velocity dissipation devices; and

• Locate sediment basins outside any natural buffers established under Part 8.H .4.1.3.

Other related requirements:

• Minimize amount of soil exposed at any one time during construction

• Minimize steep slope disturbances

• Minimize soil compaction

• Direct stormwater to the site’s vegetated areas unless infeasible

8.H.4.1.5 Restrictions on Use of Treatment Chemicals (See Part 2.1.3.3 of EPA’s CGP). If you will use treatment chemicals at your site, you are subject to the following minimum requirements:

• Use conventional E&S controls prior to and after application of chemical ;

• Select chemicals suited to soil type, and expected turbidity, pH, flow rate;

• Minimize discharge risk from stored chemicals ;

• Apply in accordance with state/local requirements, good engin eering practices, and dosage recommendations of chemical supplier ; and

• Ensure proper training

.

The use of cationic treatment chemicals is not allowed under the MSGP unless EPA specifically authorizes its use:

• You will need to contact the applicable EPA Regional Office if you intend to use cationic treatment chemicals at your site to determine what information EPA requires to evaluate your request; and

• Use of cationic chemicals will likely be subject to additional requirements to ensure protection of water quality standards.

8.H.4.1.6 Site Stabilization (See Part 2.2 of EPA’s CGP )

When to initiate stabilization:

• By no later than the end of the next work day after construction work in an area has stopped permanently or temporarily

When stabilization must be c ompleted:

• If using vegetative measures, by no later than 14 days after initiating stabilization, the operator must:

o Seed or plant the area, and provide temporary cover to protect planted area ; and

o Once established, vegetation must cover at least 70% o f stabilized area based on density of native vegetation

.

• If using non

- vegetative stabilization, by no later than 14 days after initiating stabilization, the operator must:

o Install or apply all non -vegetative measures; and

o Cover all areas of exposed soil

.

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Exceptions:

• Arid, semi- arid (if construction occurs during seasonally dry period), or drought

- stricken areas:

o Within 14 days of stopping construction work in an area, install
any necessary non

- vegetative stabilization measures ;

o Initiate vegetative stabilization as soon conditions on the site allow ;

o Document the schedule that will be followed for initiating and completing vegetative stabilization ; and

o Area must be planted so that within 3 years 70% cover requirement is met

.

• Sites affected by severe storm events or other unforeseen circumstances :

o Initiate vegetative stabilization as soon conditions on the site allow ;

o Document the schedule that will be followed for initiating and completing vegetative stabilization ; and

o Area must be planted so that within 3 yea rs 70% cover requirement is met

.

8.H.4.2 Pollution Prevention Requirements (See Part 2.3 of EPA’s CGP )

8.H.4.2.1 Prohibited Non -Stormwater Discharges:

• Wastewater from washout of concrete, unless managed by an appropriate control ;

• Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials, unless managed by an appropriate control ;

• Fuels, oils, or other pollutants used for O&M of vehicles or equipment ;

• Soaps or solvents used in vehicle or equipment washing ; and

• Toxic or hazardous substances from a spill or other release

8.H.4.2.2 Design and Location Requirements :

• Use effective means of preventing discharge from pollution sources :

o Minimiz e exposure; or

o Use secondary containment or equivalent measures ; or

o Provide spill kits

.

• Use leak

- proof containers for all chemicals :

o Locate away from surface waters, storm sewer inlets, and drainageways ; and

o Clean up spills immediately – do not clean by hosing area down

8.H.4.3 Water

- Quality Requirements Str icter requirements apply if your site will discharge to an impaired water or a water that is identified by your state, tribe, or EPA as a Tier 2 or Tier 2.5 for antidegradation
purposes :

• More rapid stabilization of exposed areas :

o Complete initial stabilization activities within 7 days of stopping construction work.

• More frequent site inspections :

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o Onc e every 7 days and within 24 hours of a storm event of 0.25 in ches or greater.

8.H.4.4 Inspection Requirements (See Part 4.1 of EPA’s CGP )

8.H.4.4.1 Inspection F requency

• At least once every 7 calendar days, or

• Once every 14 calendar days and within 24 hours of a storm event of 0.25 inches or greater. Note:

o Inspections only required during working hours ;

o Inspections not required during unsafe conditions ; and

o If you choose to inspect once every 14 days, you must have a method for measuring rainfall amount on site (either rain gauge or representative weather station)

8.H.4.4.2 Reductions in Inspection F requency

• Stabilized areas: You may reduce the frequency of inspections to once per month in any area of your site where the stabilization as occurred pursuant to Part 8.H.4.1.6

.

• Arid, semi- arid, and drought stricken areas: if construction is occurring during the seasonally dry period or during a period in which drought is predicted to

occur, you may reduce inspections to once per month and within 24 hours of a 0.25 inch storm event.

• Frozen conditions: You may temporarily suspend or reduce inspections (to once per month) until thawing conditions occur if frozen conditions are continuous and disturbed areas have been stabilized

.

8.H .4.4.3 Areas to be Inspected: You must at a minimum inspect the following areas:

• All disturbed areas ;

• All stormwater controls and pollution prevention measures ;

• All locations where stabilization measures have been implemented ;

• Material, waste, borrow, or equipment storage and maintenance areas ;

• All areas where stormwater flows ; and

• All points of discharge

.

8.H.4.4.4 What to Check for During Inspections At a minimum you must ch eck:

• Whether all stormwater controls are installed, operational, and working as intended ;

• If any new or modified stormwater controls are needed ;

• Conditions that could lead to a spill or leak ; and

• Visual signs of erosion/sedimentation at points of discharge

.
If a discharge is occurring:

• The quality and characteristics of the discharge ; and

• Whether controls are operating effectively

8.H .4.4.5 Inspection R eport Within 24 hours of an inspection, complete a report that includes:

• Inspection date ;

• Name and title of inspector(s) ;

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• Summary of inspection findings ;

• Rainfall amount that triggered the inspection (if applicable) ;

• If it was unsafe to inspect a portion of the site, include documentation of the reason and the location(s ;)

• Each inspection report must be signed ; and

• Must keep a current copy of all reports at the site or at an easily accessible location

. 8.H.5 Additional Technology

- Based Effluent Limits.

8.H.5.1 Good Housekeeping Measures. (See also Part 2.1.2.2) As part of your good housekeeping program , u se sweepers and covered storage, watering haul roads to minimize dust generation, and conserving vegetation to minimize erosion where practicable

.
8.H.5.2 Preventive Maintenance. (See also Part 2.1.2.3) Perform inspections or other equivalent measures of s torage tanks and pressure lines of fuels, lubricants, hydraulic fluid, and slurry to prevent leaks due to deterioration or faulty connections.

8.H.6 Additional SWPPP Requirements.

8.H.6.1 Other Applicable Regulations. Most active coal mining

- related areas (SIC Codes 1221

- 1241) are subject to sediment and erosion control regulations of the U.S. Office of Surface Mining (OSM) that enforces the Surface Mining Control and Reclamation Act (SMCRA). OSM has granted authority to most coal

- producing states to imple ment SMCRA through State SMCRA regulations. All SMCRA requirements regarding control of stormwater

- related pollutant discharges must be addressed and then documented with the SWPPP (directly or by reference).

8.H.6.2 Site Map. (See also Part 5.2.2) Documen t in your SWPPP where any of the following may be exposed to precipitation or surface runoff: haul and access roads; railroad spurs, sliding, and internal hauling lines; conveyor belts, chutes, and aerial tramways; equipment storage and maintenance yards; coal handling buildings and structures; and inactive mines and related areas; acidic spoil, refuse, or unreclaimed disturbed areas; and liquid storage tanks containing pollutants such as caustics, hydraulic fluids, and lubricants.

8.H.6.3 Potential Polluta nt Sources. (See also Part 5. 2 .3) Document in your SWPPP the following sources and activities that have potential pollutants associated with them: truck traffic on haul roads and resulting generation of sediment subject to runoff and dust generation; fuel or other liquid storage; pressure lines containing slurry, hydraulic fluid, or other potential harmful liquids; and loading or temporary storage of acidic refuse or spoil.

8.H.7 Additional Inspection Requirements.

8.H.7.1 Inspections of Active Mining

- Relat ed Areas. (See also Part 3 ) Except for areas of the site subject to clearing, grading, and/or excavation activities conducted as part of the exploration and construction phase, which are subject to Part 8.H.4.2. 4, perform routine inspections of active mining areas covered by this permit, corresponding with the inspections as performed by SMCRA inspectors, of all mining

- related areas required by SMCRA. Also maintain the records of the SMCRA authority representative. See Part 8.H.8.1 for inspection requirements for inactive and unstaffed sties.

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8.H.7.2 Sediment and Erosion Control. (See also Part 2.1.2.5) As indicated in Part 8.H.6.1, SMCRA requirements regarding sediment and erosion control measures must be complied with for those areas subject to SMCRA authority, including inspection requirements.

8.H.7.3 Routine Site Inspections. (See also Part 3.1 ) Your inspection program must include inspections for pollutants entering the drainage system from activities located on or near coal mining

- related areas. A mong the areas to be inspected are haul and access roads; railroad spurs, sliding, and internal hauling lines; conveyor belts, chutes, and aerial tramways; equipment storage and maintenance yards; coal handling buildings and structures; and inactive mines and related areas.

8.H.8 Sector

- Specific Benchmarks.

Table 8.H

- 1 identifies benchmarks that apply to the specific subsectors of Sector H. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.H

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector H1 . Coal Mines and Related Areas (SIC 1221

- 1241) Total Aluminum 0.75 mg/L
Total Iron 1.0 mg/L Total Suspended Solids (TSS) 100 mg/L

8.H.8.1 Inactive and Unstaffed Sites – Conditional Exemption from No Exposure Requirement for Routine Inspections, Quarterly Visual Assessments, and Benchmark Monitoring. As a Sector H facility, if you are seeking to exer cise a waiver from either the quarterly visual assessment or the benchmark monitoring requirements for inactive and unstaffed sites (including temporarily inactive sites), you are conditionally exempt from the requirement to certify that “there are no industrial materials or activities exposed to stormwater” in Parts 3. 3.3 and 6.2.1.3, respectively. Additionally, if you are seeking to reduce your required routine inspection frequency, as is allowed under Part 3 .1. 1 , you are also conditionally exempt from the requirement to certify that “there are no industrial materials or activities exposed to stormwater.” These conditional exemptions are based on the following requirements:

• If circumstances change and your facility becomes active and/or staffed, this

exc eption no longer applies and you must immediately begin complying with the applicable benchmark monitoring requirements as if you were in your first year of permit coverage, and the quarterly visual assessment requirements; and

• EPA retains the authority to revoke this exemption and/or the monitoring waiver where it is determined that the discharge causes, has a reasonable potential to cause or contribute to an instream excursion above an applicable water quality standard, including designated uses.
Subject to the two conditions above, if your facility is inactive and unstaffed, you are waived from the requirement to conduct quarterly visual assessments and routine facility inspections. You must still do an annual site inspection in accordance with Part 3.1. You are encouraged to inspect your site more frequently where you have reason to believe that severe weather or natural disasters may have damaged control measures or increased discharges.

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8.H.9 Termination of Permit Coverage

8.H.9.1 Termination of Perm it Coverage for Sites Reclaimed After December 17, 1990. A site or a portion of a site that has been released from applicable state or federal reclamation requirements after December 17, 1990, is no longer required to maintain coverage under this permit. I f the site or portion of a site reclaimed after December 17, 1990, was not subject to reclamation requirements, the site or portion of the site is no longer required to maintain coverage under this permit if the site or portion of the site has been reclaimed as defined in Part 8.H. 3.5.

8.H.9.2 Termination of Permit Coverage for Sites Reclaimed Before December 17, 1990. A site or portion of a site that was released from applicable state or federal reclamation requirements before December 17, 1990, or that wa s otherwise reclaimed before December 17, 1990, is no longer required to maintain coverage under this permit if the site or portion of the site has been reclaimed. A site or portion of a site is considered to have been reclaimed if: (1) stormwater runoff that comes into contact with raw materials, intermediate byproducts, finished products, and waste products does not have the potential to cause or contribute to violations of state water quality standards, (2) soil disturbing activities related to mining at the sites or portion of the site have been completed, (3) the site or portion of the site has been stabilized to minimize soil erosion, and (4) as appropriate depending on location, size, and the potential to contribute pollutants to stormwater discharge s, the site or portion of the site has been revegetated, will be amenable to natural revegetation, or will be left in a condition consistent with the post

- mining land use.

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Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart I – Sector I – Oil and Gas Extraction.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- spe cific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.I.1 Covered Stormwater Discharges.
The req uirements in Subpart I apply to stormwater discharges associated with industrial activity from Oil and Gas Extraction facilities as identified by the SIC Codes specified under Sector I in Table D

- 1 of Appendix D of the permit.

8.I.1.1 Discharges of stormwa ter runoff from field activities or operations associated with oil and gas exploration, production, processing, or treatment operations or transmission facilities are exempt from NPDES permit coverage unless, in accordance with 40 CFR 122.26(c)(1)(iii), th e facility:

• Has had a discharge of stormwater resulting in the discharge of a reportable quantity for which notification is or was required pursuant to 40 CFR 117.21 or 40 CFR 302.6 at anytime since November 16, 1987; or

• Has had a discharge of stormwater r esulting in the discharge of a reportable quantity for which notification is or was required pursuant to 40 CFR 110.6 at any time since November 16, 1987; or

• Contributes to a violation of a water quality standard.
Any stormwater discharges that require permit coverage as a result of meeting one of the conditions of 122.26(c)(1)(iii) may be covered under this permit unless otherwise required to obtain coverage under an alternative NPDES general permit or an individual NPDES permit as specified in Part 1.6.1.

8.I.2 Limitations on Coverage.

8.I.2.1 Stormwater Discharges Subject to Effluent Limitation Guidelines. (See also Part 1.1.4. 5 ) This permit does not authorize stormwater discharges from petroleum drilling operations that are subject to nationally established effluent limitation guidelines found at 40 CFR Part 435, respectively.

8.I.2.2 Non -Stormwater Discharges. Discharges of vehicle and equipment washwater, including tank cleaning operations, are not authorized by this permit. Alternatively, washwater di scharges must be authorized under a separate NPDES permit, or be discharged to a sanitary sewer in accordance with applicable industrial pretreatment requirements.

8.I.3 Additional Technology

- Based Effluent Limits.

8.I.3.1 Vegetative Controls. Implement v egetative practices designed to preserve existing vegetation, where attainable, and revegetate open areas as soon as practicable after grade drilling

. Implement appropriate vegetative practices, such as the following (or equivalent measures): temporary or permanent seeding, mulching, sod stabilization, vegetative buffer strips, and tree protection practices. Begin implementing appropriate vegetative practices on all disturbed areas within 14 days following the last activity in that area.

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8.I.4 Additional S WPPP Requirements.

8.I.4.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: Reportable Quantity (RQ) releases; locations used for the treatment, storage, or d isposal of wastes; processing areas and storage areas; chemical mixing areas; construction and drilling areas; all areas subject to the effluent guidelines requirements for “No Discharge” in accordance with 40 CFR 435.32; and the structural controls to ach ieve compliance with the “No Discharge” requirements.

8.I.4.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Also document in your SWPPP the following sources and activities that have potential pollutants associated with them: chemical, cement, mud, or gel mixing activities; drilling or mining activities; and equipment cleaning and rehabilitation activities. In addition, include information about the reportable quantity (RQ) release that triggered the permit application requirements: the nature of the r elease (e.g., spill of oil from a drum storage area), amount of oil or hazardous substance released, amount of substance recovered, date of the release, cause of the release (e.g., poor handling techniques and lack of containment in the area), areas affect ed by the release (i.e., land and water), procedure to clean up release, actions or procedures implemented to prevent or improve response to a release, and remaining potential contamination of stormwater from release (taking into account human health risks, the control of drinking water intakes, and the designated uses of the receiving water).

8.I.4.3 Erosion and Sedimentation Control. (See also Part 2.1.2.5) Unless covered by EPA’s Construction General Permit (CGP), the additional documentation requirement s for sediment and erosion controls for well drillings and sand/shale mining areas include the following:

8.I.4.3.1 Site Description. Also include a description in your SWPPP of the nature of the exploration activity, estimates of the total area of site an d area disturbed due to exploration activity, an estimate of runoff coefficient of the site, a site drainage map, including approximate slopes, and the names of all receiving waters.

8.I.4.3.2 Vegetative Controls. Document vegetative practices used consist ent with Part 8.I.3.1 in the SWPPP.

8.I.5 Additional Inspection Requirements.
All erosion and sedimentation control measures must be inspected either : 1) every 7 days ; or 2) o nce every 14 calendar days and within 24 hours of a storm event of 0.25 inches or greater.

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Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart J – Sector J – Non

- Metallic Mineral Mining and Dressing.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity an d any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.J.1 Covered Stormwater Discharges.
The requirements in Subpart J apply to stormwater discharges associated with industrial activity from Active and Inactive Non

- Metallic Mineral Mining and Dressing facilities as identified by the SIC Codes specified under Sector J in Table D

- 1 of Appendix D of the permit.

8.J.1.1 Covered Discharges from Inactive Facilities. All stormwater discharges.

8.J.1.2 Covered Discharges from Active and Temporarily Inactive Facilities. All stormw ater discharges, except for most stormwater discharges subject to the existing effluent limitation guideline at 40 CFR Part 436. Mine dewatering discharges composed entirely of stormwater or uncontaminated ground water seepage from: construction sand and gravel, industrial sand, and crushed stone mining facilities in Regions 1, 2, 3, 6, 9, and 10 are covered by this permit.

8.J.1.3 Covered Discharges from Exploration and Construction of Non

- Metallic Mineral Mining Facilities. All stormwater discharges.

8. J.1.4 Covered Discharges from Sites Undergoing Reclamation. All stormwater discharges.

8.J.2 Limitations on Coverage.
Most stormwater discharges subject to an existing effluent limitation guideline at 40 CFR Part 436 are not authorized by this permit. The exceptions to this limitation, which are covered by this permit, are mine dewatering discharges composed entirely of stormwater or uncontaminated ground water seepage from construction sand and gravel, industrial sand, and crushed stone mining facilities in Regions 1, 2, 3, 6, 9, and 10.

8.J.3 Definitions.
The following definitions are not intended to supersede the definitions of active and inactive mining facilities established by 40 CFR 122.26(b)(14)(iii).

8.J.3.1 Mining operations - Consists of the act ive and temporarily inactive phases, and the reclamation phase, but excludes the exploration and construction phases.

8.J.3.2 Exploration phase - Entails exploration and land disturbance activities to determine the financial viability of a site. The exploration phase is not considered part of “mining operations.”

8.J.3.3 Construction phase - Includes the building of site access roads and removal of overburden and waste rock to expose mineable minerals. The construction phase is not considered part of “mining operations”.

8.J.3.4 Active phase - Activities including the extraction, removal or recovery of minerals. For surface mines, this definition does not include any land where grading has returned the earth to a desired contour and reclamation has begun. This definition is derived from

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the definition of “active mining area” found at 40 CFR 440.132(a). The active phase is considered part of “mining operations.”

8.J.3.5 Reclamation phase - Activities undertaken, in compliance with applicable mined land reclamation requirements, following the cessation of the “active phase”, intended to return the land to an appropriate post

- mining land use. The reclamation phase is considered part of "mining operations".

NOTE: The following definitions are not intended to supersede the definitions of active

a nd inactive mining facilities established by 40 CFR 122.26(b)(14)(iii).

8.J.3.6 Active Mineral Mining Facility - A place where work or other activity related to the extraction, removal, or recovery of minerals is being conducted. For surface mines, this de finition does not include any land where grading has returned the earth to a desired contour and reclamation has begun. This definition is derived from the definition of “active mining area” found at 40 CFR 440.132(a).

8.J.3.7 Inactive Mineral Mining Faci lity - A site or portion of a site where mineral mining and/or milling occurred in the past but is not an active facility as defined above, and where the inactive portion is not covered by an active mining permit issued by the applicable State or Federal a gency. An inactive mineral mining facility has an identifiable owner / operator. Sites where mining claims are being maintained prior to disturbances associated with the extraction, beneficiation, or processing of mined materials, and sites where minimal activities are undertaken for the sole purpose of maintaining a mining claim are not considered either active or inactive mining facilities and do not require an NPDES industrial stormwater permit.

8.J.3.8 Temporarily Inactive Mineral Mining Facility - A site or portion of a site where metal mining and/or milling occurred in the past but currently are not being actively undertaken, and the facility is covered by an active mining permit issued by the applicable State or Federal agency.

8.J.3.9 Final Stabili zation - a site or portion of a site is “finally stabilized” when it has implemented all applicable Federal and State reclamation requirements.

8.J.3.10 Uncontaminated - Free from the presence of pollutants attributable to industrial activity.

8.J.4 Techno logy

- Based Effluent Limits for Clearing, Grading, and Excavation Activities.
Clearing, grading, and excavation activities being conducted as part of the exploration and construction phase of mining activities are covered under this permit. During clearing, grading, and excavation activities you must comply with all applicable effluent limits in Part 2 of this permit, and you must also comply with the following effluent limits which are from the 2012 version of EPA’s Construction General Perm it (CGP). Conta ined in Part 8.J .4 are the basic requirements of EPA’s CGP , however , you should consult EPA’s CGP to ensure full compliance is achieved.

8.J.4.1.1 Installation of Stormwater Controls (See Part 2.1.1.3 of EPA’s CGP)

• By the time construction commences, stormwater controls to treat initial disturbance must be installed and made operational.

• Controls must be installed along perimeter areas of site that will receive stormwater flow.

• Remaining controls must be installed as soon as conditions allow

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8.J.4.1.2 Maintenance of Stormwater Controls (See Part 2.1.1.4 of EPA’s CGP)

• At any time, if a stormwater control needs repair or replacement to continue operating effectively;

o Initiate work to fix the problem immediately

o Complete work by end of the next work day

• If a stormwater control must be replaced or significantly repaired, work must be completed within 7 days, unless infeasible

8.J.4.1.3 Natural Buffers (See Part 2.1.2.1 and Appendix G of EPA’s CGP) . If earth disturbances will occur within 50 feet of a wat er of the U.S. , additional protections apply. You must comply with 1 of 3 compliance alternatives:

4. Provide a 50- foot undisturbed natural buffer between construction disturbances and the water of the U.S. ; or 5. Provide an undisturbed natural buffer that is less than 50 feet supplemented by additional erosion and sediment controls, which in combination, achieve a sediment load reduction that is equivalent to a 50- foot buffer; or 6. If it is infeasible to provide an undisturbed natural buffer of any size, implement erosion and sediment controls that achieve a sediment load reduc tion that is equivalent to a 50

- foot buffer

.
There are exceptions when buffer requirements don’t apply:

4. There is no stormwater discharge from construction disturbances to the water of the U.S.; 5. The natural buffer has already been eliminated by preexisting development disturbances ; or 6. The disturbance is for the construction of a water

- dependent structure (pier, boat ramp) or construction approved under a CWA section 404 permit.

8.J.4.1.4 Sediment Discharge Controls (See Parts 2.1.2.2 – 2.1.3.3 of EPA’s CGP)

Perimeter controls:

• I nstall sediment controls along those perimeter areas of your site that will receive stormwater ; and

• R emove sediment before it has accumulated to one

- half of the above

- ground height of any perimeter control.

Sediment track

- out:

• Restrict vehicle use to designated exit points ;

• Use appropriate stabilization techniques ; and

• Remove tracked

- out sediment by end of the work day

.
Soil or sediment stockpiles:

• Locate the pi les outside of any natural buffers established under Part 8.G.4.1.3;

• Protect from contact with stormwater runoff using temporary barriers ; and

• Provide cover or appropriate temporary stabilization, where practicable

.

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Storm drain inlets:

• Install inlet prote ction measures (at sewer inlets that you can access) that remove sediment prior to discharge into storm drain

• Can be removed in the event of flood conditions or to prevent erosion ; and

• Clean, or remove and replace, the protection measures as sediment

accum ulates, the filter becomes clogged, and/or performance is compromised

S ediment basins

• Provide storage for either (1) the 2

- year, 24

- hour storm, or (2) 3,600 cubic feet per acre drained ; and

• Utilize outlet structures that withdraw water from surface, unless infeasible

.

• Prevent erosion of (1) the sediment basin using stabilization controls (e.g., erosion control blankets), and (2) the inlet and outlet using erosion controls and velocity dissipation devices; and

• Locate sediment basins outside any natural buffers established under Part 8.J .4.1.3.

Other related requirements:

• Minimize amount of soil exposed at any one time during construction

• Minimize steep slope disturbances

• Minimize soil compaction

• Direct stormwater to the site’s vegetated areas unless in feasible

8.J.4.1.5 Restrictions on Use of Treatment Chemicals (See Part 2.1.3.3 of EPA’s CGP). If you will use treatment chemicals at your site, you are subject to the following minimum requirements:

• Use conventional E&S controls prior to and after application of chemical ;

• Select chemicals suited to soil type, and expected turbidity, pH, flow rate;

• Minimize discharge risk from stored chemicals ;

• Apply in accordance with state/local requirements, good engineering practices, and dosage recommendations of ch emical supplier ; and

• Ensure proper training

.

The use of cationic treatment chemicals is not allowed under the MSGP unless EPA specifically authorizes its use:

• You will need to contact the applicable EPA Regional Office if you intend to use cationic treatment chemicals at your site to determine what information EPA requires to evaluate your request; and

• Use of cationic chemicals will likely be subject to additional requirements to ensure protection of water quality standards.

8.J.4.1.6 Site Stabilization (See Part 2.2 of EPA’s CGP )

When to initiate stabilization:

• By no later than the end of the next work day after construction work in an area has stopped permanently or temporarily

Page 87 of 146Proposed 2013 MSGP

When stabilization must be c ompleted:

• If using vegetative measures, by no later than 14 days after initiating stabilization, the operator must:

o Seed or plant the area, and provide temporary cover to protect planted area ; and

o Once established, vegetation must cover at least 70% of stabilized area based on density of native veget ation

.

• If using non

- vegetative stabilization, by no later than 14 days after initiating stabilization, the operator must:

o Install or apply all non -vegetative measures; and

o Cover all areas of exposed soil

.
Exceptions:

• Arid, semi- arid (if construction occurs during seasonally dry period), or drought

- stricken areas:

o Within 14 days of stopping construction work in an area, install
any necessary non

- vegetative stabilization measures ;

o Initiate vegetative stabilization as soon conditions on the site allow ;

o Docume nt the schedule that will be followed for initiating and completing vegetative stabilization ; and

o Area must be planted so that within 3 years 70% cover requirement is met

.

• Sites affected by severe storm events or other unforeseen circumstances :

o Initiate vegetative stabilization as soon conditions on the site allow ;

o Document the schedule that will be followed for initiating and completing vegetative stabilization ; and

o Area must be planted so that within 3 years 70% cover requirement is met

.

8.J.4.2 Pollution Prevention Requirements (See Part 2.3 of EPA’s CGP )

8.J.4.2.1 Prohibited Non -Stormwater Discharges:

• Wastewater from washout of concrete, unless managed by an appropriate control ;

• Wastewater from washout and cleanout of stucco, paint, form relea se oils, curing compounds, and other construction materials, unless managed by an appropriate control ;

• Fuels, oils, or other pollutants used for O&M of vehicles or equipment ;

• Soaps or solvents used in vehicle or equipment washing ; and

• Toxic or hazardous substances from a spill or other release

8.J.4.2.2 Design and Location Requirements :

• Use effective means of preventing discharge from pollution sources :

o Minimiz e exposure; or

o Use secondary containment or equivalent measures ; or

o Provide spill kits

.

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• Use le ak

- proof containers for all chemicals :

o Locate away from surface waters, storm sewer inlets, and drainageways ; and

o Clean up spills immediately – do not clean by hosing area down

8.J.4.3 Water

- Quality Requirements Stricter requirements apply if your site will discharge to an impaired water or a water that is identified by your state, tribe, or EPA as a Tier 2 or Tier 2.5 for antidegradation
purposes :

• More rapid stabilization of exposed areas :

o Complete initial stabilization activities within 7 days of stopping construction work.

• More frequent site inspections :

o Onc e every 7 days and within 24 hours of a storm event of 0.25 in ches or greater.

8.J.4.4 Inspection Requirements (See Part 4.1 of EPA’s CGP )

8.J .4.4.1 Inspection F requency

• At l east once every 7 calendar days; or

• Once every 14 calendar days and within 24 hours of a storm event of 0.25 inches or greater.

• Note:

o Inspections only required during working hours ;

o Inspections not required during unsafe conditions ; and

o If you choose to inspect once every 14 days, you must have a method for measuring rainfall amount on site (either rain gauge or representative weather station)

8.J.4.4.2 Reductions in Inspection F requency

• Stabilized areas: You may reduce the frequency of inspections to once per month in any area of your site where the stabilization as occurred pursuant to Part 8.J .4.1.6.

• Arid, semi- arid, and drought stricken areas: if construction is occurring during the seasonally dry period or during a period in which drought is predicted t o
occur, you may reduce inspections to once per month and within 24 hours of a 0.25 inch storm event.

• Frozen conditions: You may temporarily suspend or reduce inspections (to once per month) until thawing conditions occur if frozen conditions are continuous and disturbed areas have been stabilized

.

8.J .4.4.3 Areas to be Inspected: You must at a minimum inspect the following areas:

• All disturbed areas ;

• All stormwater controls and pollution prevention measures ;

• All locations where stabilization measures have been implemented ;

• Material, waste, borrow, or equipment storage and maintenance areas ;

• All areas where stormwater flows ; and

• Al l points of discharge

.

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8.J.4.4.4 What to Check for During Inspections At a minimum you must check:

• Whether all stormwater controls are installed, operational, and working as intended ;

• If any new or modified stormwater controls are needed ;

• Conditions that could lead to a spill or leak ; and

• Visual signs of erosion/sedimentation at points of discharge

.
If a discharge is occurring:

• The quality and characteristics of the discharge ; and

• Whether controls are operating effectively

8.J .4.4.5 Inspection R eport Within 24 hours of an inspection, complete a report that includes:

• Inspection date ;

• Name and title of inspector(s) ;

• Summary of inspection findings ;

• Rainfall amount that triggered the inspection (if applicable) ;

• If it was unsafe to inspect a portion of the site, include documentation of the reason and the location(s) ;

• Each inspection report must be signed ; and

• Must keep a current copy of all reports at the site or at an easily accessible location

. 8.J.5 Additional Technology

- Based Effluent Limits.

8.J.5.1 E mployee Training. Conduct employee training at least annually at active and temporarily inactive sites. (See also Part 2.1.2. 8).

8.J.5.2 Stormwater Controls. Apart from the control measures you implement to meet your Part 2 effluent limits, where necessary to minimize pollutant discharges, implement the following control measures at your site. The potential pollutants identified in Part 8.J.5.3 shall determine the priority and appropriateness of the control measures selected.

8.J.5.2.1 Stormwater Diversions : D ivert stormwater away from potential pollutant

sources where practicable

. The f ollowing are some control measure options: interceptor or diversion controls (e.g., dikes, swales, curbs, or berms); pipe slope drains; subsurface drains; conveyance systems (e.g., channels or gutters, open

- top box culverts, and waterbars; rolling dips and road slopin g; roadway surface water deflector and culverts); or their equivalents.

8.J.5.2.2 Capping: When capping is necessary to minimize pollutant discharges in stormwater, identify the source being capped and the material used to construct the cap.

8.J.5.2.3 Trea tment: If treatment of stormwater (e.g., chemical or physical systems, oil and water separators, artificial wetlands) is necessary to protect water quality, describe the type and location of treatment used. Passive and/or active treatment of stormwater run off is encouraged. Treated runoff may be discharged as a stormwater source regulated under this permit provided the discharge is not combined with discharges subject to effluent limitation guidelines for the Mineral Mining and Processing Point Source Categ ory (40 CFR Part 436).

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8.J.5.3 Discharge Testing: (See also Part 5. 2 .4.4) Test or evaluate all outfalls covered under this permit for the presence of specific mining

- related non

- stormwater discharges such as discharges subject to effluent limitations guide lines (e.g., 40 CFR Part 436). Alternatively (if applicable), you may keep a certification with your SWPPP, per Part 8.J.6.5.

8.J.6 Additional SWPPP Requirements.
The requirements in Part 8.J.6 are applicable for sites undergoing exploration and construct ion, active mineral mining facilities, temporarily inactive mineral mining facilities, and sites undergoing reclamation. The requirements in Part 8.J.6 are not applicable to inactive mineral mining facilities.

8.J.6.1 Nature of Industrial Activities. (See also Part 5. 2 .2) Document in your SWPPP the mining and associated activities that can potentially affect the stormwater discharges covered by this permit, including a general description of the location of the site relative to major transportation routes and communities

.

8.J.6.2 Site Map. (See also Part 5.2 .2) Document in your SWPPP the locations of the following (as appropriate): mining or milling site boundaries; access and haul roads; outline of the drainage areas of each stormwater outfall within the facility with indications of the types of discharges from the drainage areas; location(s) of all permitted discharges covered under an individual NPDES permit, outdoor equipment storage, fueling, and maintenance areas; materials handling areas; outdoor manuf acturing, outdoor storage, and material disposal areas; outdoor chemicals and explosives storage areas; overburden, materials, soils, or waste storage areas; location of mine drainage dewatering or other process water; heap leach pads; off

- site points of d ischarge for mine dewatering and process water; surface waters; boundary of tributary areas that are subject to effluent limitations guidelines; and location(s) of reclaimed areas.

8.J.6.3 Potential Pollutant Sources. (See also Part 5. 2 .3) For each area of the mine or mill site where stormwater discharges associated with industrial activities occur, document in your SWPPP the types of pollutants (e.g., heavy metals, sediment) likely to be present in significant amounts. For example, phosphate mining facili ties will likely need to document pollutants such as selenium, which can be present in significant amounts in their discharges. Consider these factors: the mineralogy of the waste rock (e.g., acid forming); toxicity and quantity of chemicals used, produce d, or discharged; the likelihood of contact with stormwater; vegetation of site (if any); and history of significant leaks or spills of toxic or hazardous pollutants. Also include a summary of any existing waste rock or overburden characterization data and test results for potential generation of acid rock drainage.

8.J.6.4 Stormwater Controls. To the extent that you use any of the control measures in Part 8.J.5.2, document them in your SWPPP pursuant to Part 5.2.4. If control measures are implemented or planned but are not listed here (e.g., substituting a less toxic chemical for a more toxic one), include descriptions of them in your SWPPP.

8.J.6.4 Employee Training. All employee training(s) conducted in accordance with Part 8.J.5.1 must be documented w ith the SWPPP.

8.J.6.5 Certification of Permit Coverage for Commingled Non -Stormwater Discharges. If you determine that you are able to certify, consistent with Part 8.J.5.3, that a particular discharge composed of commingled stormwater and non -stormwater is covered under a separate NPDES permit, and that permit subjects the non

- stormwater portion to

e ffluent limitations prior to any commingling, you must retain such certification with your SWPPP. This certification must identify the non

- stormwater discharges, the applicable

Page 91 of 146Proposed 2013 MSGP

NPDES permit(s), the effluent limitations placed on the non -stormwater discharg e by the permit(s), and the points at which the limitations are applied.

8.J.7 Additional Inspection Requirements.

8.J.7.1 Inspections of Active Mining

- Related Areas (See also Part 3)

. Except for areas of the site subject to clearing, grading, and/or excav ation activities conducted as part of the exploration and construction phase, which are subject to Part 8.J.4. 4

, perform inspections at least quarterly unless adverse weather conditions make the site inaccessible. Sites which discharge to waters which are designated as Tier 2 or 2.5 or waters which are impaired for sediment or nitrogen must be inspected monthly , unless subject to 8.J.4.3. See Part 8.J.8.1 for inspection requirements for inactive and unstaffed sites. (See also Part 3 .1 .1 and 8.J.4. 4 .)

8.J. 8 Sector

- Specific Benchmarks

Table 8.J- 1 identifies benchmarks that apply to the specific subsectors of Sector J. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.J

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector J1 . Sand and Gravel Mining (SIC 1442, 1446) Nitrate plus Nitrite Nitrogen 0.68 mg/L Total Suspended Solids (TSS) 100 mg/L
Subsector J2 . Dimension and Crushed Stone and Nonmetallic Minerals (except fuels) (SIC 1411, 1422-1429, 1481, 1499) Total Suspended Solids (TSS) 100 mg/L

8.J.8.1 Inactive and Unstaffed Sites – Conditional Exemption from No Exposure Requirement for Routine I nspections, Quarterly Visual Assessments, and Benchmark Monitoring. As a Sector J facility, if you are seeking to exercise a waiver from either the routine inspection, quarterly visual assessment or the benchmark monitoring requirements for inactive and unstaffed sites (including temporarily inactive sites), you are conditionally exempt from the requirement to certify that “there are no industrial materials or activities exposed to stormwater” in Parts 3.1.1, 3. 2 .3 and 6.2.1.3, respectively. This exemptio n is conditioned on the following:

• If circumstances change and your facility becomes active and/or staffed, this exception no longer applies and you must immediately begin complying with the applicable benchmark monitoring requirements as if you were in yo ur first year of permit coverage, and the quarterly visual assessment requirements; and

• EPA retains the authority to revoke this exemption and/or the monitoring waiver where it is determined that the discharge causes, has a reasonable potential to

cause, o r contributes to an instream excursion above an applicable water quality standard, including designated uses.
Subject to the two conditions above, if your facility is inactive and unstaffed, you are waived from the requirement to conduct quarterly visual assessments and routine facility inspections. You must still do an annual site inspection in accordance with Part

Page 92 of 146Proposed 2013 MSGP

3.1

. You are encouraged to inspect your site more frequently where you have reason to believe that severe weather or natural disasters may ha ve damaged control measures or increased discharges.

8.J.9 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit)

Table 8.J- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that may be covered under this permit.

Table 8.J -2

Industrial Activity Parameter Effluent Limit 1
Mine dewatering discharges at crushed stone mining facilities (SIC 1422

- 1429) pH 6.0

- 9.0

Mine dewatering discharges at construction sand and gravel mining facilities (SIC 1442) pH 6.0

- 9.0

Mine dewatering discharges at industrial sand mining facilities (SIC 1446) Total Suspended Solids (TSS) 25 mg/L, monthly avg.
45 mg/L, daily maximum pH 6.0

- 9.0

1 Monitor annually.

8.J.10 Termination of Permit Coverage

8.J.10.1 Termination of Permit Coverage for Sites Reclaimed After December 17, 1990. A site or a portion of a site that has been released from applicable state or federal reclamation requirements after December 17, 1990, is no longer required to maintain coverage under this permit. If the site or portion of a site reclai med after December 17, 1990, was not subject to reclamation requirements, the site or portion of the site is no longer required to maintain coverage under this permit if the site or portion of the site has been reclaimed as defined in Part 8.J. 3.5.

8.J.10.2 Termination of Permit Coverage for Sites Reclaimed Before December 17, 1990. A site or portion of a site that was released from applicable state or federal reclamation requirements before December 17, 1990, or that was otherwise reclaimed before December 17, 1990, is no longer required to maintain coverage under this permit if the site or portion of the site has been reclaimed. A site or portion of a site is considered to have been reclaimed if: (1) stormwater runoff that comes into contact with raw mate rials, intermediate byproducts, finished products, and waste products does not have the potential to cause or contribute to violations of state water quality standards, (2) soil disturbing activities related to mining at the sites or portion of the site ha ve been completed, (3) the site or portion of the site has been stabilized to minimize soil erosion, and (4) as appropriate depending on location, size, and the potential to contribute pollutants to stormwater discharges, the site or portion of the site ha s been revegetated, will be amenable to natural revegetation, or will be left in a condition consistent with the post

- mining land use.

Page 93 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart K – Sector K – Hazardous Waste Treatment, Storage, or Disposal Facilities.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- loc ated industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.K.1 Covered Stormwater Discharges.
The requirements in Subpart K apply to stormwater discharges associated with industrial activity from Hazardous Waste Treatment, Storage, or Disposal facilities (TSDFs) as identified by the Acti vity Code specified under Sector K in Table D

- 1 of Appendix D of the permit.

8.K.2 Industrial Activities Covered by Sector K.
This permit authorizes stormwater discharges associated with industrial activity from facilities that treat, store, or dispose of hazardous wastes and that are operating under interim status or a permit under subtitle C of RCRA.
Disposal facilities that have been properly closed and capped, and have no significant materials exposed to stormwater, are considered inactive and do not require permits.

8.K.3 Limitations on Coverage.

8.K.3.1 Prohibition of Non -Stormwater Discharges. (See also Part 1.1.4) The following are not authorized by this permit: leachate, gas collection condensate, drained free liquids, contaminated ground water, l aboratory

- derived wastewater, and contact washwater from washing truck and railcar exteriors and surface areas that have come in direct contact with solid waste at the landfill facility.

8.K.3.2 Limitations on Coverage for Facilities Providing Commercial T SDF Services. For facilities located in Region 6 (see Appendix C) coverage is limited to hazardous waste TSDFs that are self

- generating (including occasionally accepting wastes from community household hazardous waste collection events as public service), handle only residential wastes, and/or only store hazardous wastes and do not treat or dispose of them. Coverage under this permit is not available to commercial waste disposal and treatment facilities located in Region 6 that dispose and treat on a commercial basis any produced hazardous wastes (i.e., not their own) as a service to commercial or industrial generators.

8.K.4 Definitions.

8.K.4.1 Contaminated stormwater - stormwater that comes into direct contact with landfill wastes, the waste handling and treatment areas, or landfill wastewater as defined in Part 8.K.4. 4 . Some specific areas of a landfill that may produce contaminated stormwater include (but are not limited to) the open face of an active landfill with exposed waste (no cover added); the a reas around wastewater treatment operations; trucks, equipment, or machinery that has been in direct contact with the waste; and waste dumping areas.

8.K.4.2 Drained free liquids - aqueous wastes drained from waste containers (e.g., drums) prior to landfilling.

8.K.4.3 Landfill - an area of land or an excavation in which wastes are placed for permanent disposal, but that is not a land application or land treatment unit, surface impoundment, underground injection well, waste pile, salt dome formation, salt bed

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formation, underground mine, or cave as these terms are defined in 40 CFR 257.2, 258.2, and 260.10.

8.K.4.4 Landfill wastewater - as defined in 40 CFR Part 445 (Landfills Point Source Category), all wastewater associated with, or produced by, lan dfilling activities except for sanitary wastewater, non

- contaminated stormwater, contaminated groundwater, and wastewater from recovery pumping wells. Landfill wastewater includes, but is not limited to, leachate, gas collection condensate, drained free liquids, laboratory derived wastewater, contaminated stormwater, and contact washwater from washing truck, equipment, and railcar exteriors and surface areas that have come in direct contact with solid waste at the landfill facility.

8.K.4.5 Leachate - liquid that has passed through or emerged from solid waste and contains soluble, suspended, or miscible materials removed from such waste.

8.K.4.6 Non

- contaminated stormwater - stormwater that does not come into direct contact with landfill wastes, the waste handling and treatment areas, or landfill wastewater as defined in Part 8.K.4.4. Non

- contaminated stormwater includes stormwater that flows off the cap, cover, intermediate cover, daily cover, and/or final cover of the landfill.

8.K.5 Sector

- Specific Benchmarks

Table 8.K- 1 identifies benchmarks that apply to the specific subsectors of Sector K. These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.K

- 1.

Subsector (You may be subject to req uirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector K1 . ALL

- Industrial Activity Code “HZ” (Note: permit coverage limited in some s tates). Benchmarks only applicable to discharges not subject to effluent limitations in 40 CFR Part 445 Subpart A (see below). Ammonia 2.14 mg/L Total Magnesium 0.064 mg/L Chemical Oxygen Demand (COD) 120 mg/L

Total Arsenic (freshwater) 2

Total Arsenic(saltwater) 1 0.15 mg/L 0.069 mg/L Total Cadmium (freshwater) 2 Total Cadmium (saltwater) 1 Hardness Dependent 0.04 mg/L Total Cyanide (freshwater) 2 Total Cyanide (saltwater) 1 0.022 mg/L 0.001 mg/L Total Lead (freshwater) 2 Total Lead (saltwater) 1 Hardness Dependent 0.21 mg/L Total Mercury (freshwater) 2 Total Mercury (saltwater) 1 0.0014 mg/L 0.0018 mg/L Total Selenium (freshwater) 2 Total Selenium (saltwater) 1 0.005 mg/L 0.29 mg/L Total Silver (freshwater) 2 Total Silver (saltwater) 1 Hardness Dependent 0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in R eceiving Waters for Hardness Dependent Metals,” for methodology), in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the t able below:

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Freshw ater Hardness Range Cadmium (mg/L) Lead (mg/L) Silver (mg/L)

0

- 24.99 mg/L 0.0005 0.014 0.0007

25

- 49.99 mg/L 0.0008 0.023 0.0007

50

- 74.99 mg/L 0.0013 0.045 0.0017

75

- 99.99 mg/L 0.0018 0.069 0.0030

100

- 124.99 mg/L 0.0023 0.095 0.0046

125

- 149.99 mg/L 0.0029 0.122 0.0065

150

- 174.99 mg/L 0.0034 0.151 0.0087

175

- 199.99 mg/L 0.0039 0.182 0.0112

200

- 224.99 mg/L 0.0045 0.213 0.0138

225

- 249.99 mg/L 0.0050 0.246 0.0168
250+ mg/L 0.0053 0.262 0.0183

8.K.6 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.K- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that ma y be covered under this permit.

Page 96 of 146Proposed 2013 MSGP

Table 8.K -2 1
Industrial Activity Parameter Effluent Limit
Discharges from hazardous waste landfills subject to effluent limitations in 40 CFR Part 445 Subpart A (see footnote). Biochemical Oxygen Demand (BOD 5 ) 220 mg/L, daily maximum 56 mg/L, monthly avg. maximum Total Suspended Solids (TSS) 88 mg/L, daily maximum 27 mg/L, monthly avg. maximum Ammonia 10 mg/L, daily maximum 4.9 mg/L, monthly avg. maximum Alpha Terpineol 0.042 mg/L, daily maximum 0.019 mg/L, monthly avg. maximum Aniline 0.024 mg/L, daily maximum 0.015 mg/L, monthly avg. maximum Benzoic Acid 0.119 mg/L, daily maximum 0.073 mg/L, monthly avg. maximum Naphthalene 0.059 mg/L, daily maximum 0.022 mg/L, monthly avg. maximum

p

- Cresol 0.024 mg/L, daily maximum 0.015 mg/L, monthly avg. maximum
Phenol 0.048 mg/L, daily maximum 0.029 mg/L, monthly avg. maximum Pyridine 0.072 mg/L, daily maximum 0.025 mg/L, monthly avg. maximum Total Arsenic 1.1 mg/L, daily maximum 0.54 mg/L, monthly avg. maximum Total Chromium 1.1 mg/L, daily maximum 0.46 mg/L, monthly avg. maximum Total Zinc 0.535 mg/L, daily maximum 0.296 mg/L, monthly avg. maximum pH Within the range of 6

- 9 standard pH units (s.u.)

1 Monitor annually. As set forth at 40 CFR Part 445 Subpart A, these numeric limitations apply to contaminated stormwater discharges from hazardous waste landfills subject to the provisions of RCRA Subtitle C at 40 CFR Parts 264 (Subpart N) and 265 (Subpar t N) except for any of the following facilities: (a) landfills operated in conjunction with other industrial or commercial operations when the landfill receives only wastes generated by the industrial or commercial operation directly associated with the la ndfill; (b) landfills operated in conjunction with other industrial or commercial operations when the landfill receives wastes generated by the industrial or commercial operation directly associated with the landfill and also receives other wastes, provide d that the other wastes received for disposal are generated by a facility that is subject to the same provisions in 40 CFR Subchapter N as the industrial or commercial operation or that the other wastes received are of similar nature to the wastes generate d by the industrial or commercial operation; (c) landfills operated in conjunction with Centralized Waste Treatment (CWT) facilities subject to 40 CFR Part 437, so long as the CWT facility commingles the landfill wastewater with other non

- landfill wastewat er for discharge. A landfill directly associated with a CWT facility is subject to this part if the CWT facility discharges landfill wastewater separately from other CWT wastewater or commingles the wastewater from its landfill only with wastewater from ot her landfills; or (d) landfills operated in conjunction with other industrial or commercial operations when the landfill receives wastes from public service activities, so long as the company owning the landfill does not receive a fee or other remuneration for the disposal service.

Page 97 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart L – Sector L – Landfills, Land Application Sites, and Open Dumps.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.L.1 Covered Stormwater Discharges.
The requirements in Subpart L apply to stormwater discharges associated with industrial activity from Landfills and Land Application Sites as identified by the Activity Code specified under Sector L in Table D

- 1 of Appendix D of the permit.

8.L.2 Industrial Activities Covered by Sector L.
This permit may authorize stormwater di scharges for Sector L facilities associated with waste disposal at landfills, land application sites that receive or have received industrial waste, including sites subject to regulation under Subtitle D of RCRA. This permit does not cover discharges from landfills that receive only municipal wastes.

8.L.3 Limitations on Coverage.

8.L.3.1 Prohibition of Non -Stormwater Discharges. (See also Part 1.1.4) The following discharges are not authorized by this permit: leachate, gas collection condensate, drained free liquids, contaminated ground water, laboratory wastewater, and contact washwater from washing truck and railcar exteriors and surface areas that have come in direct contact with solid waste at the landfill facility. Discharges from open dumps as defin ed under RCRA are also not authorized under this permit.

8.L.4 Definitions.

8.L.4.1 Contaminated stormwater - stormwater that comes into direct contact with landfill wastes, the waste handling and treatment areas, or landfill wastewater. Some areas of a l andfill that may produce contaminated stormwater include (but are not limited to) the open face of an active landfill with exposed waste (no cover added); the areas around wastewater treatment operations; trucks, equipment, or machinery that has been in di rect contact with the waste; and waste dumping areas.

8.L.4.2 Drained free liquids - aqueous wastes drained from waste containers (e.g., drums) prior to landfilling.

8.L.4.3 Landfill wastewater - as defined in 40 CFR Part 445 (Landfills Point Source Category) all wastewater associated with, or produced by, landfilling activities except for sanitary wastewater, non

- contaminated stormwater, contaminated groundwater, and wastewater from recovery pu mping wells. Landfill process wastewater includes, but is not limited to, leachate; gas collection condensate; drained free liquids; laboratory

derived wastewater; contaminated stormwater; and contact washwater from washing truck, equipment, and railcar ex teriors and surface areas that have come in direct contact with solid waste at the landfill facility.

8.L.4.4 Leachate - liquid that has passed through or emerged from solid waste and contains soluble, suspended, or miscible materials removed from such was te.

8.L.4.5 Non

- contaminated stormwater - stormwater that does not come into direct contact with landfill wastes, the waste handling and treatment areas, or landfill wastewater.

Page 98 of 146Proposed 2013 MSGP

Non

- contaminated stormwater includes stormwater that flows off the cap, cover, intermediate cover, daily cover, and/or final cover of the landfill.

8.L.5 Additional Technology

- Based Effluent Limits.

8.L.5.1 Preventive Maintenance Program. (See also Part 2.1.2.3) As part of your preventive maintenance program, maintain the following: all elements of leachate collection and treatment systems, to prevent commingling of leachate with stormwater; the integrity and effectiveness of any intermediate or final cover (including repairing the cover as necessary), to minimize the effects of sett lement, sinking, and erosion.

8.L.5.2 Erosion and Sedimentation Control

. (See also Part 2.1.2.5) Provide temporary stabilization (e.g., temporary seeding, mulching, and placing geotextiles on the inactive portions of stockpiles) for the following: materials stockpiled for daily, intermediate, and final cover; inactive areas of the landfill or open dump; landfills or open dump areas that have gotten final covers but where vegetation has yet to establish itself; and land application sites where waste application has been completed but final vegetation has not yet been established.

8.L.6 Additional SWPPP Requirements.

8.L.5.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surfa ce runoff: active and closed landfill cells or trenches, active and closed land application areas, locations where open dumping is occurring or has occurred, locations of any known leachate springs or other areas where uncontrolled leachate may commingle with runoff, and leachate collection and handling systems.

8.L.5.2 Summary of Potential Pollutant Sources. (See also Part 5.2 .3) Document in your SWPPP the following sources and activities that have potential pollutants associated with them: fertilizer, herbicide, and pesticide application; earth and soil moving; waste hauling and loading or unloading; outdoor storage of significant materials, including daily, interim, and final cover material stockpiles as well as temporary waste storage areas; exposure of active and inactive landfill and land application areas; uncontrolled leachate flows; and failure or leaks from leachate collection and treatment systems.

8.L.7 Additional Inspection Requirements. (See also Part 3)

8.L.7.1 Inspections of Active Sites. Except in arid and semi

- arid climates, inspect operating landfills, open dumps, and land application sites at least once every 7 days. Focus on areas of landfills that have not yet been finally stabilized; active land application areas, areas used for stor age of material and wastes that are exposed to precipitation, stabilization, and structural control measures; leachate collection and treatment systems; and locations where equipment and waste trucks enter and exit the site. Ensure that sediment and erosio n control measures are operating properly. For stabilized sites and areas where land application has been completed, or where the climate is arid or semi

- arid, conduct inspections at least once every month.

8.L.7.2 Inspections of Inactive Sites. Inspect inactive landfills, open dumps, and land application sites at least quarterly. Qualified personnel must inspect landfill (or open dump) stabilization and structural erosion control measures, leachate collection and treatment systems, and all closed land appl ication areas.

Page 99 of 146Proposed 2013 MSGP

8.L.8 Additional Post

- Authorization Documentation Requirements.

8.L.8.1 Recordkeeping and Internal Reporting

. Keep records with your SWPPP of the types of wastes disposed of in each cell or trench of a landfill or open dump. For land application sites, track the types and quantities of wastes applied in specific areas.

8.L.9 Sector

- Specific Benchmarks

Table 8.L- 1 identifies benchmarks that apply to the specific subsectors of Sector L. These benchmarks apply to both your primary industrial a ctivity and any co

- located industrial activities.

Table 8.L

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration 1

Subsector L1 . All Landfill, Land Application Sites and Open Dumps (Industrial Activity Code “LF”) Total Suspended Solids (TSS) 100 mg/L

Subsector L2 . All Landfill, Land Application Sites and Open Dumps, except Municipal Solid Waste Landfill (MSWLF) Areas Closed in Accordance with 40 CFR 258.60 (Industrial Activity Code “LF”) Total Iron 1.0 mg/L

1 Benchmark monitoring required only for discharges not subject to effluent limitations in 40 CFR Part 445 Subpart B (see Table L

- 2 above).

8.L.10. Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.L- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that may be covered under this permit.

Page 100 of 146Proposed 2013 MSGP

Table 8.L -2 1

Industrial Activity Parameter Effluent Limit Discharges from non

hazardous waste landfills subject to effluent limitations in 40 CFR Part 445 Subpart B. Biochemical Oxygen Demand (BOD 5 ) 140 mg/L, daily maximum 37 mg/L, monthly avg. maximum Total Suspended Solids (TSS) 88 mg/L, daily maximum 27 mg/L, monthly avg. maximum Ammonia 10 mg/L, daily maximum 4.9 mg/L, monthly avg. maximum Alpha Terpineol 0.033 mg/L, daily maximum 0.016 mg/L monthly avg. maximum Benzoic Acid 0.12 mg/L, daily maximum 0.071 mg/L, monthly avg. maximum

p

- Cresol 0.025 mg/L, daily maximum 0.014 mg/L, monthly avg. maximum
Phenol 0.026 mg/L, daily maximum 0.015 mg/L, monthly avg. maximum Total Zinc 0.20 mg/L, daily maximum 0.11 mg/L, monthly avg. maximum pH Within the range of 6

- 9 standard pH units (s.u.)

1 Monitor annually. As set forth at 40 CFR Part 445 Subpart B, these numeric limitations apply to contaminated stormwater discharges from MSWLFs that have not been closed in accordance with 40 CFR 258.60, and to contaminated stormwater discharges from those landfills that are subject to the provisions of 40 CFR Part 257 except for discharges from any o f the following facilities: (a) landfills operated in conjunction with other industrial or commercial operations, when the landfill receives only wastes generated by the industrial or commercial operation directly associated with the landfill; (b) landfill s operated in conjunction with other industrial or commercial operations, when the landfill receives wastes generated by the industrial or commercial operation directly associated with the landfill and also receives other wastes, provided that the other wa stes received for disposal are generated by a facility that is subject to the same provisions in 40 CFR Subchapter N as the industrial or commercial operation, or that the other wastes received are of similar nature to the wastes generated by the industria l or commercial operation; (c) landfills operated in conjunction with CWT facilities subject to 40 CFR Part 437, so long as the CWT facility commingles the landfill wastewater with other non

- landfill wastewater for discharge. A landfill directly associated with a CWT facility is subject to this part if the CWT facility discharges landfill wastewater separately from other CWT wastewater or commingles the wastewater from its landfill only with wastewater from other landfills; or (d) landfills operated in conj unction with other industrial or commercial operations when the landfill receives wastes from public service activities, so long as the company owning the landfill does not receive a fee or other remuneration for the disposal service.

Page 101 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart M – Sector M – Automobile Salvage Yards.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.M.1 Covered Stormwater Discharges.
The requirements in Subpart M apply to stormwater discharges associated with industrial activity from Automobile Salvage Yards as identified by the SIC Code specified under Sector M in Table D

- 1 of Appendix D of this permit.

8.M.2 Additional Technology

- Based Effluent Limits.

8.M.2.1 Spill and Leak Prevention Procedures. (See als o Part 2.1.2.4) Drain vehicles intended to be dismantled of all fluids upon arrival at the site (or as soon thereafter as practicable ), or employ some other equivalent means to prevent spills and leaks.

8.M.2.2 Employee Training. (See also Part 2.1.2.8 ) If applicable to your facility, address the following areas (at a minimum) in your employee training program: proper handling (collection, storage, and disposal) of oil, used mineral spirits, anti

- freeze, mercury switches, and solvents.

8.M.2.3 Management of Runoff. (See also Part 2. 1.2.6) Implement appropriate management practices, such as the following: berms or drainage ditches on the property line (to help prevent run- on from neighboring properties); berms for uncovered outdoor storage of oily parts, engine blocks, and above

- ground liquid storage; installation of detention ponds; and installation of filtering devices and oil and water separators.

8.M.3 Additional SWPPP Requirements.

8.M.3.1 Drainage Area Site Map. (See also Part 5. 2 .2) Identify locations used for dismantling, storage, and maintenance of used motor vehicle parts. Also identify where any of the following may be exposed to precipitation or surface runoff: dismantling areas, parts (e.g., engine blocks, tires, hub caps, batteries, hoods, mufflers) storage areas, and liquid storage tanks and drums for fuel and other fluids.

8.M.3.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Assess the potential for the following to contribute pollutants to stormwater discharges: vehicle storage areas, dismantling areas, parts storage areas (e.g., engine blocks, tires, hub caps, batteries, hoods, mufflers), and fueling stations.

8.M.4 Additional Inspection Requirements. (See also Part 3 .1) Immediately (or as soon thereafter as practicable) inspect vehicles arriving at the site for leaks. Inspect quarterly for signs of leakage all equipment containing oily parts, hydraulic fluids, any other types of fluids, or mercury switches. Also, inspect quarterly for signs of leakage all vessels and areas where hazardou s materials and general automotive fluids are stored, including, but not limited to, mercury switches, brake fluid, transmission fluid, radiator water, and antifreeze.

Page 102 of 146Proposed 2013 MSGP

8.M.5 Sector

- Specific Benchmarks.

Table 8. M- 1 identifies benchmarks that apply to Sector M . These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.M

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Par ameter Benchmark Monitoring Concentration

Subsector M1. Automobile Salvage Yards (SIC 5015) Total Suspended Solids (TSS) 100 mg/L

Total Aluminum 0.75 mg/L

Total Iron 1.0 mg/L Total Lead (freshwater) 2 Total Lead (saltwater) 1 Hardness Dependent 0.21 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology) , in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Freshw ater Hardness Range Lead (mg/L)

0

- 24.99 mg/L 0.014

25

- 49.99 mg/L 0.023

50

- 74.99 mg/L 0.045

75

- 99.99 mg/L 0.069

100

- 124.99 mg/L 0.095

125

- 149.99 mg/L 0.122

150

- 174.99 mg/L 0.151

175

- 199.99 mg/L 0.182

200

- 224.99 mg/L 0.213

225

- 249.99 mg/L 0.246
250+ mg/L 0.262

Page 103 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart N – Sector N – Scrap Recycling and Waste Recycling Facilities.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.N.1 Covered Stormwater Discharges.
The requirements in Subpart N apply to stormwater discharges associated with industrial activity from Scrap Recycling and Waste Recycling facilities as ident ified by the SIC Code specified under Sector N in Table D

- 1 of Appendix D of the permit.

8.N.2 Limitation on Coverage.
Separate permit requirements have been established for recycling facilities that receive

, process, and do wholesale distribution of only source

- separated recyclable materials primarily from non

- industrial and residential sources (i.e., common consumer products including paper, newspaper, glass, cardboard, plastic containers, and aluminum and tin cans). This includes recycling facilities commonly referred to as material recovery facilities (MRF). See Part 8.N.3.3.

8.N.2.1 Prohibition of Non -Stormwater Discharges. (See also Part 1.1.4) Non -stormwater discharges from turnings containment areas are not covered by this permit (see also Part 8.N.3 .2.3). Discharges from containment areas in the absence of a storm event are prohibited unless covered by a separate NPDES permit.

8.N.3 Additional Technology

- Based Effluent Limits.

8.N.3.1 Scrap and Waste Recycling Facilities (Non

- Source Separated, Nonliq uid Recyclable Materials). Requirements for facilities that receive, process, and do wholesale distribution of nonliquid recyclable wastes (e.g., ferrous and nonferrous metals, plastics, glass, cardboard, and paper). These facilities may receive both nonrecyclable and recyclable materials. This section is not intended for those facilities that accept recyclables only from primarily non

- industrial and residential sources.

8.N.3.1.1 Inbound Recyclable and Waste Material Control Program. Minimize the chance of accepting materials that could be significant sources of pollutants by conducting inspections of inbound recyclables and waste materials. Following are some control measure options: (a) provide information and educa tion to suppliers of scrap and recyclable waste materials on draining and properly disposing of residual fluids (e.g., from vehicles and equipment engines, radiators and transmissions, oil filled transformers, and individual containers or drums) and remova l of mercury switches from vehicles before delivery to your facility; (b) establish procedures to minimize the potential of any residual fluids from coming into contact with precipitation or runoff; (c) establish procedures for accepting scrap lead

- acid batteries (additional requirements for the handling, storage, and disposal or recycling of batteries are contained in the scrap lead

- acid battery program provisions in Part 8.N.3.2.6); (d) provide training targeted for those personnel engaged in the inspection and acceptance of inbound recyclable materials; and (e) establish procedures to ensure that liquid wastes, including used oil, are stored in materially compatible and non

- leaking containers and are disposed of or

Page 104 of 146Proposed 2013 MSGP

recycled in accordance with the Resource Conservation and Recovery Act (RCRA).

8.N.3.1.2 Scrap and Waste Material Stockpiles and Storage (Outdoor). Minimize contact of stormwater runoff with stockpiled materials, processed materials, and nonrecyclable wastes. Following are some control measure o ptions: (a) permanent or semi

- permanent covers; (b) sediment traps, vegetated swales and strips, catch basin filters, and sand filters to facilitate settling or filtering of pollutants; (c) dikes, berms, containment trenches, culverts, and surface grading to divert runoff from storage areas; (d) silt fencing; and (e) oil and water separators, sumps, and dry absorbents for areas where potential sources of residual fluids are stockpiled (e.g., automobile engine storage areas).

8.N.3.1.3 Stockpiling of Turnings Exposed to Cutting Fluids (Outdoor Storage). Minimize contact of surface runoff with residual cutting fluids by: (a) storing all turnings exposed to cutting fluids under some form of permanent or semi

- permanent cover, or (b) establishing dedicated containment areas for all turnings that have been exposed to cutting fluids. Any containment areas must be constructed of concrete, asphalt, or other equivalent types of impermeable material and include a barrier (e.g., berms, curbing, elevated pads) to prevent contact with stormwater run

- on. Stormwater runoff from these areas can be discharged, provided that any runoff is first collected and treated by an oil and water separator or its equivalent. You must regularly maintain the oil and water separator (or its equivalent) and properly dispose of or recycle collected residual fluids.

8.N.3.1.4 Scrap and Waste Material Stockpiles and Storage (Covered or Indoor Storage). Minimize contact of residual liquids and particulate matter from materials stored indoors or u nder cover with surface runoff. Following are some control measure options: (a) good housekeeping measures, including the use of dry absorbents or wet vacuuming to contain, dispose of, or recycle residual liquids originating from recyclable containers, or mercury spill kits for spills from storage of mercury switches; (b) not allowing washwater from tipping floors or other processing areas to discharge to the storm sewer system; and (c) disconnecting or sealing off all floor drains connected to the storm se wer system.

8.N.3.1.5 Scrap and Recyclable Waste Processing Areas. Minimize surface runoff from coming in contact with scrap processing equipment. Pay attention to operations that generate visible amounts of particulate residue (e.g., shredding) to minimiz e the contact of accumulated particulate matter and residual fluids with runoff (i.e., through good housekeeping, preventive maintenance, etc.). Following are some control measure options: (a) regularly inspect equipment for spills or leaks and malfunction ing, worn, or corroded parts or equipment; (b) establish a preventive maintenance program for processing equipment; (c) use dry

- absorbents or other cleanup practices to collect and dispose of or recycle spilled or leaking fluids or use mercury spill kits for spills from storage of mercury switches; (d) on unattended hydraulic reservoirs over 150 gallons in capacity, install protection devices such as low

level alarms or equivalent devices, or secondary containment that can hold the entire volume of the re servoir; (e) containment or diversion structures such as dikes, berms, culverts, trenches, elevated concrete pads, and grading to

Page 105 of 146Proposed 2013 MSGP

minimize contact of stormwater runoff with outdoor processing equipment or stored materials; (f) oil and water separators or s umps; (g) permanent or semi

permanent covers in processing areas where there are residual fluids and grease; (h) retention or detention ponds or basins; sediment traps, and vegetated swales or strips (for pollutant settling and filtration); (i) catch basin filters or sand filters.

8.N.3.1.6 Scrap Lead

- Acid Battery Program. Properly handle, store, and dispose of scrap lead

- acid batteries. Following are some control measure options (a) segregate scrap lead

- acid batteries from other scrap materials; (b) prope rly handle, store, and dispose of cracked or broken batteries; (c) collect and dispose of leaking lead

- acid battery fluid; (d) minimize or eliminate (if possible) exposure of scrap lead

- acid batteries to precipitation or runoff; and (e) provide employee tr aining for the management of scrap batteries.

8.N.3.1.7 Spill Prevention and Response Procedures

. (See also Part 2.1.2.4)Install alarms and/or pump shutoff systems on outdoor equipment with hydraulic reservoirs exceeding 150 gallons in the event of a line break. Alternatively, a secondary containment system capable of holding the entire contents of the reservoir plus room for precipitation can be used. Use a mercury spill kit for any release of mercury from switches, anti

- lock brake systems, and switch storage areas.

8.N.3.1.8 Supplier Notification Program. As appropriate, notify major suppliers which scrap materials will not be accepted at the facility or will be accepted only under certain conditions.

8.N.3.2 Waste Recycling Facilities (Liquid Recyclable M aterials).

8.N.3.2.1 Waste Material Storage (Indoor). Minimize or eliminate contact between residual liquids from waste materials stored indoors and from surface runoff. The plan may refer to applicable portions of other existing plans, such as Spill Prevention, Control, and Countermeasure (SPCC) plans requi red under 40 CFR Part 112. Following are some control measure options (a) procedures for material handling (including labeling and marking); (b) clean up spills and leaks with dry absorbent materials, a wet vacuum system; (c) appropriate containment struct ures (trenching, curbing, gutters, etc.); and (d) a drainage system, including appurtenances (e.g., pumps or ejectors, manually operated valves), to handle discharges from diked or bermed areas. Drainage should be discharged to an appropriate treatment facility or sanitary sewer system, or otherwise disposed of properly. These discharges may require coverage under a separate NPDES wastewater permit or industrial user permit under the pretreatment program.

8.N.3.2.2 Waste Material Storage (Outdoor). Minimize contact between stored residual liquids and precipitation or runoff. The plan may refer to applicable portions of other existing plans, such as SPCC plans required under 40 CFR Part 112. Discharges of precipitation from containment areas containing used oil must also be in accordance with applicable sections of 40 CFR Part 112. Following are some control measure options (a) appropriate containment structures (e.g., dikes, berms, curbing, pits) to store the volume of the largest tank, with sufficient extra capacity for precipitation; (b) drainage control and other diversionary structures; (c) corrosion protection and/or leak detection systems for storage tanks; and (d) dry

- absorbent materials or a wet vacuum system to collect spills.

Page 106 of 146Proposed 2013 MSGP

8.N.3.2.3 Trucks and Rai l Car Waste Transfer Areas. Minimize pollutants in discharges from truck and rail car loading and unloading areas. Include measures to clean up minor spills and leaks resulting from the transfer of liquid wastes. Following are two control measure options: (a) containment and diversionary structures to minimize contact with precipitation or runoff, and (b) dry clean

up methods, wet vacuuming, roof coverings, or runoff controls.

8.N.3.3 Recycling F acilities (S ource -S eparated M aterials). The f ollowing id entifi es

considerations f or

f acilities t hat r eceive o nly s ource -s eparated r ecyclables, primarily f rom n on -i ndustrial and r esidential sources.

8.N.3.3 .1 Inbound Recyclable Material Control. Minimize the chance of accepting nonrecyclables (e.g., hazardous material s) that could be a significant source of pollutants by conducting inspections of inbound materials. Following are some control measure options: (a) providing information and education measures to inform suppliers of recyclables about acceptable and non

acc eptable materials, (b) training drivers responsible for pickup of recycled material, (c) clearly marking public drop

- off containers regarding which materials can be accepted, (d) rejecting nonrecyclable wastes or household hazardous wastes at the source, a nd (e) establishing procedures for handling and disposal of nonrecyclable material.

8.N.3.3.2 Outdoor Storage. Minimize exposure of recyclables to precipitation and runoff. Use good housekeeping measures to prevent accumulation of particulate matter and fl uids, particularly in high traffic areas. Following are some control measure options (a) provide totally enclosed drop

- off containers for the public; (b) install a sump and pump with each container pit and treat or discharge collected fluids to a sanitary sewer system; (c) provide dikes and curbs for secondary containment (e.g., around bales of recyclable waste paper); (d) divert surface water runoff away from outside material storage areas; (e) provide covers over containment bins, dumpsters, and roll

- off boxes; and (f) store the equivalent of one day’s volume of recyclable material indoors.

8.N.3.3.3 Indoor Storage and Material Processing. Minimize the release of pollutants from indoor storage and processing areas. Following are some control measure option s (a) schedule routine good housekeeping measures for all storage and processing areas, (b) prohibit tipping floor washwater from draining to the storm sewer system, and (c) provide employee training on pollution prevention practices.

8.N.3.3.4 Vehicle and Equipment Maintenance. Following are some control measure options for areas where vehicle and equipment maintenance occur outdoors (a) prohibit vehicle and equipment washwater from discharging to the storm sewer system, (b) minimize or eliminate outdoor m aintenance areas whenever possible, (c) establish spill prevention and clean

- up procedures in fueling areas, (d) avoid topping off fuel tanks, (e) divert runoff from fueling areas, (f) store lubricants and hydraulic fluids indoors, and (g) provide employee training on proper handling and storage of hydraulic fluids and lubricants.

8.N.4 Additional SWPPP Requirements.

8.N.4.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP the locations of any of the following activities or sources that may be exposed to precipitation or

Page 107 of 146Proposed 2013 MSGP

surface runoff: scrap and waste material storage, outdoor scrap and waste processing equipment; and containment areas for turnings exposed to cutting fluids.

8.N.4.2 Maintenance Schedules/Procedures for Collection, Handl ing, and Disposal or Recycling of Residual Fluids at Scrap and Waste Recycling Facilities. If you are subject to Part 8.N.3.1.3, your SWPPP must identify any applicable maintenance schedule and the procedures to collect, handle, and dispose of or recycle residual fluids.

8.N.5 Additional Inspection Requirements.

8.N.5.1 Inspections for Waste Recycling Facilities. The inspections must be performed quarterly, pursuant to Part 3 .1, and include, at a minimum, all areas where waste is generated, received, stored, treated, or disposed of and that are exposed to either precipitation or stormwater runoff.

8.N.6 Sector

- Specific Benchmarks.

Table 8. N- 1 identifies benchmarks that apply to Sector N . These benchmarks apply to both your primary industrial activit y and any co

- located industrial activities.

Table 8.N

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector N1 . Scrap Recycling and Waste Recycling Facilities except those only receiving source

- separate recyclable materials primarily from non

industrial and residential sources (SIC 5093) Chemical Oxygen Demand (COD) 120 mg/L

Total Suspended Solids (TSS) 100 mg/L

Total Recoverable Aluminum 0.75 mg/L

Total Copper (freshwater) 2 Total Copper (saltwater) 1 Hardness Dependent 0.0048 mg/L

Total Recoverable Iron 1.0 mg/L

Total Lead (freshwater) 2 Total Lead (saltwater) 1 Hardness Dependent 0.21 mg/L
Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology) , in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Page 108 of 146Proposed 2013 MSGP

Freshw ater Hardness Range Copper (mg/L) Lead (mg/L) Zinc (mg/L)

0

- 24.99 mg/L 0.0038 0.014 0.04

25

- 49.99 mg/L 0.0056 0.023 0.05

50

- 74.99 mg/L 0.0090 0.045 0.08

75

- 99.99 mg/L 0.0123 0.069 0.11

100

- 124.99 mg/L 0.0156 0.095 0.13

125

- 149.99 mg/L 0.0189 0.122 0.16

150

- 174.99 mg/L 0.0221 0.151 0.18

175

- 199.99 mg/L 0.0253 0.182 0.20

200

- 224.99 mg/L 0.0285 0.213 0.23

225

- 249.99 mg/L 0.0316 0.246 0.25
250+ mg/L 0.0332 0.262 0.26

Page 109 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart O – Sector O – Steam Electric Generating Facilities.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.O.1 Covered Stormwater Discharges.
The requirements in Subpart O apply to stormwater discharges associated with industrial activity from Steam Electric Power Generating Facilities as identified by the Activity Code specified under Sector O in Table D

- 1 of Appendix D.

8.O.2 Industrial Activities Covered by Sector O.
This permit authorizes stormwater discharges from the following industrial activities at Sector O facilities:

8.O.2.1 steam electric power generation using coal, natural gas, oil, nuclear energy, etc., to produce a steam source, including coal handling areas (does not include geothermal power) ;

8.O.2.2 coal pile runoff, including effluent limitations established by 40 CFR Part 423; and

8.O.2.3 dual fuel facilities that could employ a steam boiler.

8.O.3 Limitations on Coverage.

8.O.3.1 Prohibition of Non -Stormwater Discharges. Non

- stormwater discharges subject to effluent limitations guidelines are not covered by this permit.

8.O.3.2 Prohibition of Stormwater Discharges. Stormwater discharges from the following are not covered by this permit:

8.O.3.2.1 ancillary facilities (e.g., fleet centers and substations) that are not contiguous to a stream electric power generating facility;

8.O.3.2.2 gas turbine facilities (providing the facility is not a dual

- fuel facility that includes a steam boiler), and combined

- cycle facilities wher e no supplemental fuel oil is burned (and the facility is not a dual

- fuel facility that includes a steam boiler); and

8.O.3.2.3 cogeneration (combined heat and power) facilities utilizing a gas turbine.

8.O.4 Additional Technology

- Based Effluent Limits. T he following good housekeeping measures are required in addition to Part 2.1.2.2:

8.O.4.1 Fugitive Dust Emissions. Minimize fugitive dust emissions from coal handling areas. To minimize the tracking of coal dust offsite, implement appropriate procedures su ch as installing specially designed tires or washing vehicles in a designated area before they leave the site and controlling the wash water.

8.O.4.2 Delivery Vehicles. Minimize contamination of stormwater runoff from delivery vehicles arriving at the plan t site. Implement appropriate procedures to inspect delivery vehicles arriving at the plant site and ensure overall integrity of the body or container and procedures to deal with leakage or spillage from vehicles or containers.

Page 110 of 146Proposed 2013 MSGP

8.O.4.3 Fuel Oil Unloading A reas. Minimize contamination of precipitation or surface runoff from fuel oil unloading areas. Use containment curbs in unloading areas where practicable

. In addition, hav e personnel familiar with spill prevention and response procedures present during deliveries to ensure that any leaks or spills are immediately contained and cleaned up, and use spill and overflow protection devices (e.g., drip pans, drip diapers, or other containment devices placed beneath fuel oil connectors to contain potential spillage during deliveries or from leaks at the connectors).

8.O.4.4 Chemical Loading and Unloading. Minimize contamination of precipitation or surface runoff from chemical loading and unloading areas. Use containment curbs at chemical loading and unloading areas to contain spills, where practicable . In addition, have personnel familiar with spill prevention and response procedures present during deliveries to ensure that any leaks or spills are immediately contained and cleaned up, and , where practicable

, load and unload in covered areas and stor e chemicals indoors.

8.O.4.5 Miscellaneous Loading and Unloading Areas. Minimize contamination of precipitation or surface runoff from loading and unloading areas. Cover the loading area; grade, curb, or berm around the lo ading area to divert run- on; locate the loading and unloading equipment and vehicles so that leaks are contained in existing containment and flow diversion systems; or use equivalent procedures to minimize the contamination of precipitation or surface runo ff from loading and unloading areas

.
8.O.4.6 Liquid Storage Tanks

. Minimize contamination of surface runoff from above

- ground liquid storage tanks. Use protective guards around tanks, containment curbs, spill and overflow protection, dry cleanup methods, or equivalent measures.

8.O.4.7 Large Bulk Fuel Storage Tanks. Minimize contamination of surface runoff from large bulk fuel storage tanks. Use containment berms (or their equivalent). You must also comply with applicable State and Federal laws, including Spill Prevention, Control and Countermeasure (SPCC) Plan requirements.

8.O.4.8 Spill Reduction Measures. Minimize the potential for an oil or chemical spill, or reference the appropriate part of your SPCC plan. Visually inspect as part of your routine facility inspection the structural integrity of all above

- ground tanks, pipelines, pumps, and related equipment that may be exposed to stormwater, and make any necessary repairs immediately.

8.O.4.9 Oil

- Bearing Equipment in Switchyards

. Minimize contamination of surface runoff from oil

bearing equipment in switchyard areas. Use level grades and gravel surfaces to retard flows and limit the spread of spills, or collecting runoff in perimeter ditches.

8.O.4.10 Residue

- Hauling Vehicles. Inspect all residue

- hauling vehicles for proper covering over the load, adequate gate sealing, and overall integrity of the container body. Repair vehicles without load covering or adequate gate sealing, or with leaking containers or beds.

8.O.4.11 Ash Loading Areas. Reduce or control the tracking of ash and residue from ash loading areas. Clear the ash building floor and immediately adjacent roadways of spillage, debris, and excess water before departure of each loaded vehicle.

8.O.4.12 Areas Adjacent to Disp osal Ponds or Landfills. Minimize contamination of surface runoff from areas adjacent to disposal ponds or landfills. Reduce ash residue that may be tracked on to access roads traveled by residue handling vehicles, and reduce ash residue on exit roads lead ing into and out of residue handling areas.

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8.O.4.13 Landfills, Scrap yards, Surface Impoundments, Open Dumps, General Refuse Sites. Minimize the potential for contamination of runoff from these areas.

8.O.5 Additional SWPPP Requirements.

8.O.5.1 Drainag e Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP the locations of any of the following activities or sources that may be exposed to precipitation or surface runoff: storage tanks, scrap yards, and general refuse areas; short - and long

term sto rage of general materials (including but not limited to supplies, construction materials, paint equipment, oils, fuels, used and unused solvents, cleaning materials, paint, water treatment chemicals, fertilizer, and pesticides); landfills and construction sites; and stock pile areas (e.g., coal or limestone piles).

8.O.5.2 Documentation of Good Housekeeping Measures. You must document in your SWPPP the good housekeeping measures implemented to meet the effluent limits in Part 8.O.4.

8.O.6 Additional Inspec tion Requirements. As part of your inspection, inspect the following areas monthly: coal handling areas, loading or unloading areas, switchyards, fueling areas, bulk storage areas, ash handling areas, areas adjacent to disposal ponds and landfills, maintenance areas, liquid storage tanks, and long term and short term material storage areas.

8.O.7 Sector

- Specific Benchmarks

Table 8.O- 1 identifies benchmarks that apply to Sector O. These benchmarks apply to both your primary industrial activity and any co -l ocated industrial activities.

Table 8.O

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector O1 . Steam Electric Generating Facilities (Industrial Activity Code “SE”) Total Iron 1.0 mg/L

8.O.8 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

Table 8.O- 2 identifies effluent limits that apply to the industrial activities described below. Compliance with these effluent limits is to be determined based on discharges from these industrial activities independent of commingling with any other wastestreams that may be covered under this permit.

Table 8.O -2 1
Industrial Activity Parameter Effluent Limit Discharges from coal storage piles at Steam Electric Generating Facilities TSS 50 mg/l 2
pH 6.0 min

- 9.0 max

1 Monitor annually.

2 If your facility is designed, constructed, and operated to treat the volume of coal pile runoff that is associated with a 10

- year, 24

- hour rainfall event, any untreated overflow of coal pile runoff from the treatment unit is not subject to the 50 mg/L lim itation for total suspended solids.

Page 112 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart P – Sector P – Land Transportation and Warehousing.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.P.1 Covered Stormwater Discharges.
The requirements in Subpart P apply to stormwater discharges associated with industrial activity from Land Transportation and Warehousing facilities as identified by the SIC Codes specified under Sector P in Table D

- 1 of Appendix D of the permit.

8.P.2 Limitation on Coverage

8.P.2.1 Prohibited Discharges (see also Parts 1.1.4 a nd 8.P.3.1.4 ) This permit does not authorize the discharge of vehicle/equipment/surface washwater, including tank cleaning operations. Such discharges must be authorized under a separate NPDES permit, discharged to a sanitary sewer in accordance with appli cable industrial pretreatment requirements, or recycled on- site.

8.P.3 Additional Technology

- Based Effluent Limits.

8.P.3.1 Good Housekeeping Measures. (See also Part 2.1.2.2) In addition to the Good Housekeeping requirements in Part 2.1.2.2, you must do the following. Recommended control measures are discussed as indicated:

8.P.3.1.1 Vehicle and Equipment Storage Areas. Minimize the potential for stormwater exposure to leaky or leak

- prone vehicles/equipment awaiting maintenance. Implement appropriate cont rol measures, such as the following (or other equivalent measures): use of drip pans under vehicles/equipment, indoor storage of vehicles and equipment, installation of berms or dikes, use of absorbents, roofing or covering storage areas, and cleaning pav ement surfaces to remove oil and grease.

8.P.3.1.2 Fueling Areas. Minimize contamination of stormwater runoff from fueling areas. Implement appropriate control measures, such as the following (or other equivalent measures): Covering the fueling area; using spill /overflow protection and cleanup equipment; minimizing stormwater run

- on/runoff to the fueling area; using dry cleanup methods; and treating and/or recycling collected sto rmwater runoff.

8.P.3.1.3 Material Storage Areas. Maintain all material storage vessels (e.g., for used oil/oil filters, spent solvents, paint wastes, hydraulic fluids) to prevent contamination of stormwater and plainly label them (e.g., “Used Oil,” “Spent Solvents,” etc.). Consider the following (or other equivalent measures): storing the materials indoors; installing berms/dikes around the areas; minimizing runoff of stormwater to the areas; using dry cleanup methods; and treating and/or recycling collect ed stormwater runoff.

8.P.3.1.4 Vehicle and Equipment Cleaning Areas. Minimize contamination of stormwater runoff from all areas used for vehicle/equipment cleaning. Implement appropriate control measures, such as the following (or other equivalent measures): performing all cleaning operations indoors; covering

Page 113 of 146Proposed 2013 MSGP

the cleaning operation, ensuring that all washwater drains to a proper collection system (i.e., not the stormwater drainage system); treating and/or recycling collected washwater, or other equivalent measures.

8.P.3.1.5 Vehicle and Equipment Maintenance Areas. Minimize contamination of stormwater runoff from all areas used for vehicle/equipment maintenance. Implement appropriate control measures, such as the following (or other equivalent measures): p erforming maintenance activities indoors; using drip pans; keeping an organized inventory of materials used in the shop; draining all parts of fluid prior to disposal; prohibiting wet clean up practices if these practices would result in the discharge of p ollutants to stormwater drainage systems; using dry cleanup methods; treating and/or recycling collected stormwater runoff, minimizing run on/runoff of stormwater to maintenance

areas.

8.P.3.1.6 Locomotive Sanding (Loading Sand for Traction) Areas. Impleme nt appropriate control measures, such as the following (or other equivalent measures): covering sanding areas; minimizing stormwater run on/runoff; or appropriate sediment removal practices to minimize the offsite transport of sanding material by stormwate r.

8.P.3.2 Employee Training. (See also Part 2.1.2.8 ) Train personnel at least once a year and address the following activities, as applicable: used oil and spent solvent management; fueling procedures; general good housekeeping practices; proper painting procedures; and used battery management.

8.P.4 Additional SWPPP Requirements.

8.P.4.1 Drainage Area Site Map. (See also Part 5. 2 .2) Identify in the SWPPP the following are as of the facility and indicate whether activities occurring there may be exposed to precipitation/surface runoff: Fueling stations; vehicle/equipment maintenance or cleaning areas; storage areas for vehicle/equipment with actual or potential fluid leaks; loading/unloading areas; areas where treatment, storage or disposal of wastes occur; liquid storage tanks; processing areas; and storage areas.

8.P.4.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Assess the potential for the following activities and facility areas to contribute pollutants to stormwater discharges: Onsite waste stora ge or disposal; dirt/gravel parking areas for vehicles awaiting maintenance; illicit plumbing connections between shop floor drains and the stormwater conveyance system(s); and fueling areas. Describe these activities in the SWPPP.

8.P.4.3 Description of G ood Housekeeping Measures. You must document in your SWPPP the good housekeeping measures you implement consistent with Part 8.P.3.

8.P.4.4 Vehicle and Equipment Washwater Requirements. If applicable, attach to or reference in your SWPPP, a copy of the NP DES permit issued for vehicle/equipment washwater or, if an NPDES permit has not been issued, a copy of the pending application. If an industrial user permit is issued under a local pretreatment program, attach a copy to your SWPPP. In any case, implement all non

- stormwater discharge permit conditions or pretreatment conditions in your SWPPP. If washwater is handled in another manner (e.g., hauled offsite), describe the disposal method and attach all pertinent documentation/information (e.g., frequency, vol ume, destination, etc.) in the plan.

Page 114 of 146Proposed 2013 MSGP

8.P.5 Additional Inspection Requirements. (See also Part 3 .1) Inspect all the following areas/activities: storage areas for vehicles/equipment awaiting maintenance, fueling areas, indoor and outdoor vehicle/equipment maintenance areas, material storage areas, vehicle/equipment cleaning areas and loading/unloading areas.

Page 115 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart Q – Sector Q – Water Transportation.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.Q.1 Covered Stormwater Discharges.
The requirements in Subpart Q apply to stormwater discharges associated with industrial activity from Water Transportation facilities as identified by the SIC Codes specified under Sector Q in Table D

- 1 of Appendix D of the permit.

8.Q.2 Limitations on Coverage.

8.Q.2.1 Prohibition of Non -Stormwater Discharges. (See also Part 1 .1.4) Not covered by this permit: bilge and ballast water, sanitary wastes, pressure wash water, and cooling water originating from vessels.

8.Q.3 Additional Technology

- Based Effluent Limits.

8.Q.3.1 Good Housekeeping Measures. You must implement the following good housekeeping measures in addition to the requirements of Part 2.1.2.2:

8.Q.3.1.1 Pressure Washing Area. If pressure washing is used to remove marine growth from vessels, the discharge water must be permitted by a separate NPDES permit. Collect or contain the discharges from the pressures washing area so that they are not co

- mingled with stormwater discharges authorized by this permit.

8.Q.3.1.2 Blasting and Painting Area. Minimize the potential for spent abrasives, paint chips, and overspray to discharge into receiving waters or the storm sewer systems. C ontain all blasting and painting activities or use other measures to minimize the discharge of contaminants (e.g., hanging plastic barriers or tarpaulins during blasting or painting operations to contain debris). At least once per month, you must clean sto rmwater conveyances of deposits of abrasive blasting debris and paint chips.

8.Q.3.1.3 Material Storage Areas. Store and plainly label all containerized materials (e.g., fuels, paints, solvents, waste oil, antifreeze, batteries) in a protected, secure loca tion away from drains. Minimize the contamination of precipitation or surface runoff from the storage areas. Specify which materials are stored indoors, and containment or enclosure or use other measures for those stored outdoors. If abrasive blasting is p erformed, discuss the storage and disposal of spent abrasive materials generated at the facility. I mplement an inventory control plan to limit the presence of potentially hazardous materials onsite.

8.Q.3.1.4 Engine Maintenance and Repair Areas. Minimize the contamination of precipitation or surface runoff from all areas used for engine maintenance and repair. Implement appropriate control measures, such as the following (or their equivalents): performing all maintenance activities indoors, maintaining

an o rganized inventory of materials used in the shop, draining all parts of fluid prior to disposal, prohibiting the practice of hosing down the shop floor, using

Page 116 of 146Proposed 2013 MSGP

dry cleanup methods, and treating and/or recycling stormwater runoff collected from the maintenan ce area.

8.Q.3.1.5 Material Handling Area. Minimize the contamination of precipitation or surface runoff from material handling operations and areas (e.g., fueling, paint and solvent mixing, disposal of process wastewater streams from vessels). Implement appropriate control measures, such as the following (or their equivalents): covering fueling areas, using spill and overflow protection, mixing paints and solvents in a designated area (preferably indoors or under a shed), and minimizing runoff of stormwater to material handling areas.

8.Q.3.1.6 Drydock Activities. Routinely maintain and clean the drydock to minimize pollutants in stormwater runoff. Address the cleaning of accessible areas of the drydock prior to flooding, and final cleanup following removal of the vessel and raising the dock. Include procedures for cleaning up oil, grease, and fuel spills occurring on the drydock. Implement appropriate control measures, such as the following (or their equivalents): sweeping rather than hosing off debris and spent blasting material from accessible areas of the drydock prior to flooding and making absorbent materials and oil containment booms readily available to clean up or contain any spills.

8.Q.3.2 Employee Training. (See also Part 2.1.2.8 ) As part of your employee training program, address, at a minimum, the following activities (as applicable): used oil management, spent solvent management, disposal of spent abrasives, disposal of vessel wastewaters, spill prevention and control, fueling procedures, gener al good housekeeping practices, painting and blasting procedures, and used battery management.

8.Q.3.3 Preventive Maintenance. (See also Part 2.1.2.3) As part of your preventive maintenance program, perform timely inspection and maintenance of stormwater

m anagement devices (e.g., cleaning oil and water separators and sediment traps to ensure that spent abrasives, paint chips, and solids will be intercepted and retained prior to entering the storm drainage system), as well as inspecting and testing facility equipment and systems to uncover conditions that could cause breakdowns or failures resulting in discharges of pollutants to surface waters.

8.Q.4 Additional SWPPP Requirements.

8.Q.4.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: fueling; engine maintenance and repair; vessel maintenance and repair; pressure washing; painting; sanding; blasting; welding; metal fabrication; loading and unloading areas; locations used for the treatment, storage, or disposal of wastes; liquid storage tanks; liquid storage areas (e.g., paint, solvents, resins); and material storage areas (e.g., blasting media, aluminum, steel, scrap iron).

8.Q.4.2 Summary of Potential Pollutant Sources. (See also Part 5.2 .3) Document in the SWPPP the following additional sources and activities that have potential pollutants associated with them: outdoor manufacturing or processing activities (e.g., welding, metal fabricating) and significant dust or particulate generating processes (e.g., abrasive blasting, sanding, and painting.)

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8.Q.5 Additional Inspection Requirements.
(See also Part 3 .1) Include the following in all quarterly routine facility inspections: pressure washing area; blasting, sanding, and painting areas; material storage areas; engine maintenance and repair areas; material handling areas; drydock area; and general yard area.

8.Q.6 Sector

- Specific Benchmarks.

Table 8. Q- 1 identifies benchmarks that apply to Sector Q . These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.Q

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector Q1 . Water Transportation Facilities (SIC 4412-4499) Total Aluminum 0.75 mg/L
Total Iron 1.0 mg/L
Total Lead (freshwater) 2

Total Lead (saltwater) 1 Hardness Dependent

0.21 mg/L

Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent

0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the recei ving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology), in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their f acility. Hardness Dependent Benchmarks follow in the table below:

Freshw ater Hardness Range Lead (mg/L) Zinc (mg/L)

0

- 24.99 mg/L 0.014 0.04

25

- 49.99 mg/L 0.023 0.05

50

- 74.99 mg/L 0.045 0.08

75

- 99.99 mg/L 0.069 0.11

100

- 124.99 mg/L 0.095 0.13

125

- 149.99 mg/L 0.122 0.16

150

- 174.99 mg/L 0.151 0.18

175

- 199.99 mg/L 0.182 0.20

200

- 224.99 mg/L 0.213 0.23

225

- 249.99 mg/L 0.246 0.25
250+ mg/L 0.262 0.26

Page 118 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart R – Sector R – Ship and Boat Building and Repair Yards.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.R.1 Covered Stormwater Discharges.
The requirements in Subpart R apply to stormwater discharges associated with industrial activity from Ship and Boat Building and Repair Yards as identified by the SIC Codes specified under Sector R in Table D

- 1 of Appendix D of the permit.

8.R.2 Limitations on Coverage.

8.R.2.1 Prohibition of Non -Stormwater Discharges. (See also Part 1.1.4) Discharges containing bilge and ballast water, sanitary wastes, pressure wash water, and cooling water originating from vessels are not covered by this permit.

8.R.3 Additional Technology

- Based Effluent Limits.

8.R.3.1 Good Housekeeping Measures. (See also Part 2.1.2.2)

8.R.3.1.1 Pressure Washing Area. If pressure washing is used to remove marine growth from vessels, the discharged water mu st be permitted as a process wastewater by a separate NPDES permit.

8.R.3.1.2 Blasting and Painting Area. Minimize the potential for spent abrasives, paint chips, and overspray to discharging into the receiving water or the storm sewer systems. Contain all blasting and painting activities, or use other measures to prevent the discharge of the contaminants (e.g., hanging plastic barriers or tarpaulins during blasting or painting operations to contain debris). When necessary, regularly clean stormwater convey ances of deposits of abrasive blasting debris and paint chips.

8.R.3.1.3 Material Storage Areas. Store and plainly label all containerized materials (e.g., fuels, paints, solvents, waste oil, antifreeze, batteries) in a protected, secure location away from drains. Minimize the contamination of precipitation or surface runoff from the storage areas. If abrasive blasting is performed, discuss the storage and disposal of spent abrasive materials generated at the facility. I mplement an inventory control plan to limit the presence of potentially hazardous materials onsite.

8.R.3.1.4 Engine Maintenance and Repair Areas. Minimize the contamination of precipitation or surface runoff from all areas used for engine maintenance and repair. Implement appropriate control measures, such as the following (or their equivalents): performing all maintenance activities indoors, maintaining an organized inventory of materials used in the shop, draining all parts of fluid prior to disposal, prohibiting the practice of hosing down the shop floor, u sing dry cleanup methods, and treating and/or recycling stormwater runoff collected from the maintenance area.

8.R.3.1.5 Material Handling Area. Minimize the contamination of precipitation or surface runoff from material handling operations and areas (e.g., fueling,

Page 119 of 146Proposed 2013 MSGP

paint and solvent mixing, disposal of process wastewater streams from vessels). Implement appropriate control measures, such as the following (or their equivalents): covering fueling areas, using spill and overflow protection, mixing paints and solvents in a designated area (preferably indoors or under a shed), and minimizing stormwater run

- on to material handling areas.

8.R.3.1.6 Drydock Activities. Routinely maintain and clean the drydock to minimize pollutants in stormwater runoff. Clean accessible areas of the drydock prior to flooding and final cleanup following removal of the vessel and raising the dock. Include procedures for cleaning up oil, grease, or fuel spills occurring on the drydock. Implement appropriate control measures, such as th e following (or their equivalents): sweeping rather than hosing off debris and spent blasting material from accessible areas of the drydock prior to flooding, and having absorbent materials and oil containment booms readily available to clean up and contai n any spills.

8.R.3.2 Employee Training. (See also Part 2.1.2.8 ) As part of your employee training program, address, at a minimum, the following activities (as applicable): used oil management, spent solvent management, disposal of spent abrasives, dispos al of vessel wastewaters, spill prevention and control, fueling procedures, general good housekeeping practices, painting and blasting procedures, and used battery management.

8.R.3.4 Preventive Maintenance. (See also Part 2.1.2.3) As part of your preventive maintenance program, perform timely inspection and maintenance of stormwater management devices (e.g., cleaning oil and water separators and sediment traps to ensure that spent abrasives, paint chips, and solids will be intercepted and retained prior to entering the storm drainage system), as well as inspecting and testing facility equipment and systems to uncover conditions that could cause breakdowns or failures resulting in discharges of pollutants to surface waters.

8.R.4 Additional SWPPP Requiremen ts.

8.R.4.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: fueling; engine maintenance or repair; vessel maintenance or repair; pressure washing; painting; sanding; blasting; welding; metal fabrication; loading and unloading areas; treatment, storage, and waste disposal areas; liquid storage tanks; liquid storage areas (e.g., paint, solvents, resins); and material storage areas (e.g., blasting media, aluminum , steel, scrap iron).

8.R.4.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Document in your SWPPP the following additional sources and activities that have potential pollutants associated with them (if applicable): outdoor manufacturing or processing activities (e.g., welding, metal fabricating) and significant dust or particulate generating processes (e.g., abrasive blasting, sanding, and painting).

8.R.4.3 Documentation of Good Housekeeping Measures. Document in your SWPPP any good housekeeping mea sures implemented to meet the effluent limits in Part 8.R.3.

8.R.4.3.1 Blasting and Painting Areas. Document in the SWPPP any standard operating practices relating to blasting and painting (e.g., prohibiting uncontained blasting and painting over open water or prohibiting blasting and painting during windy conditions, which can render containment ineffec tive).

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8.R.4.3.2 Storage Areas. Specify in your SWPPP which materials are stored indoors, and contain or enclos e or use other measures for those stored outdoors.

8.R.5 Additional Inspection Requirements.
(See also Part 3 .1) Include the following in all quarterly routine facility inspections: pressure washing area; blasting, sanding, and painting areas; material storage areas; engine maintenance and repair areas; material handling areas; drydock area; and general yard area.

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Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart S – Sector S – Air Transportation.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.S.1 Covered Stormwater Discharges.
The requirements in Subpart S apply to stormwater discharges associated with industrial activity from Air Transportation facilities identified by the SIC Codes specified under Sector S in Table D

- 1 of Appendix D of the permit.

8.S.2 Limitation on Coverage

8.S.2.1 Limitations on Coverage. This permit authorizes stormwater discha rges from only those portions of the air transportation facility that are involved in vehicle maintenance (including vehicle rehabilitation, mechanical repairs, painting, fueling and lubrication), equipment cleaning operations or deicing operations.

Note: “deicing” will generally be used to imply both deicing (removing frost, snow or ice) and anti

- icing (preventing accumulation of frost, snow or ice) activities, unless specific mention is made regarding anti

- icing and/or deicing activities.

8.S.2.2 Prohibit ion of Non -Stormwater Discharges. (See also Part 1.1.4 and Part 8.S.3) This permit does not authorize the discharge of aircraft, ground vehicle, runway and equipment washwaters; nor the dry weather discharge of deicing chemicals. Such discharges must be covered by separate NPDES permit(s). Note that a discharge resulting from snowmelt is not a dry weather discharge.

8.S.3 Additional Technology

- Based Effluent Limits.

8.S.3.1 Good Housekeeping Measures. (See also Part 2.1.2.2)

8.S.3.1.1 Aircraft, Ground Vehicle and Equipment Maintenance Areas. Minimize the contamination of stormwater runoff from all areas used for aircraft, ground vehicle and equipment maintenance (including the maintenance conducted on the terminal apron and in dedicated hangers). Implement appropriate control measures, such as the following practices (or their equivalents): performing maintenance activities indoors; maintaining an organized inventory of material used in the maintenance areas; draining all parts of fluids prior to disposal; prohibiting the practice of hosing down the apron or hanger floor; using dry cleanup methods; and collecting the stormwater runoff from the maintenance area and providing treatment or recycling.

8.S.3.1.2 Aircraft, Ground Vehicle and Equipment Cleaning Areas. (See also Part 8.S.3.6) Clearly demarcate these areas on the ground using signage or other appropriate means. Minimize the contamination of stormwater runoff from cleaning areas.

8.S.3.1.3 Aircraft, Ground Vehicle and Equipment Stor age Areas. Store all aircraft, ground vehicles and equipment awaiting maintenance in designated areas only and minimize the contamination of stormwater runoff from these storage

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areas. Implement appropriate control measures, such as the following, including any BMPs (or their equivalents): storing aircraft and ground vehicles indoors; using drip pans for the collection of fluid leaks; and perimeter drains, dikes or berms surrounding the storage areas.

8.S.3.1.4 Material Storage Areas. Maintain the vessels o f stored materials (e.g., used oils, hydraulic fluids, spent solvents, and waste aircraft fuel) in good condition, to prevent or minimize contamination of stormwater. Also plainly label the vessels (e.g., “used oil,” “Contaminated Jet A,” etc.). Minimize contamination of precipitation/runoff from these areas. Implement appropriate control measures, such as the following (or their equivalents): storing materials indoors; storing waste materials in a centralized location; and installing berms/dikes around sto rage areas.

8.S.3.1.5 Airport Fuel System and Fueling Areas. Minimize the discharge of fuel to the storm sewer/surface waters resulting from fuel servicing activities or other operations conducted in support of the airport fuel system. Implement appropriat e control measures, such as the following control measures (or their equivalents): implementing spill and overflow practices (e.g., placing absorptive materials beneath aircraft during fueling operations); using only dry cleanup methods; and collecting sto rmwater runoff.

8.S.3.1.6 Source Reduction. Minimize, and where practicable eliminate, the use of urea and glycol

- based deicing chemicals, in order to reduce the aggregate amount of deicing chemicals used and/or lessen the environmental impact. Chemical options to replace ethylene glycol, propylene glycol and urea include: potassium acetate; magnesium acetate; calcium acetate; and anhydrous sodium acetate.

8.S.3.1.6.1 Runway Deicing Operation: Minimize contamination of stormwater runoff from runways as a r esult of deicing operations. Evaluate whether over- application of deicing chemicals occurs by analyzing application rates, and adjust as necessary, consistent with considerations of flight safety. Implement appropriate control measures, such as the follow ing options (or their equivalents): metered application of chemicals; pre

- wetting dry chemical constituents prior to application; installing a runway ice detection system; implementing anti

- icing operations as a preventive measure against ice buildup.

8.S. 3.1.6.2 Aircraft Deicing Operations. Minimize contamination of stormwater runoff from aircraft deicing operations. Determine whether excessive application of deicing chemicals occurs and adjust as necessary, consistent with considerations of flight safety. This evaluation should be carried out by the personnel most familiar with the particular aircraft and flight operations in question (versus an outside entity such as the airport authority). Use benign alternative deicing/anti

- icing techniques and agents as well as containment measures for all applied chemicals where practicable

. Implement appropriate control measures, such as the following options (or their equivalents) for reducing deicing fluid use: forced

- air deicing systems, computer

- controlled fixed

- gantry systems, infrared technology, hot water, varying glycol content to air temperature, enclosed

- basket deicing trucks, mechanical

Page 123 of 146Proposed 2013 MSGP

methods, solar radiation, hangar storage, aircraft covers, and thermal blankets for MD -80s and DC- 9s. Use ice

- detection sy stems and airport traffic flow strategies and departure slot allocation systems where practicable

.
8.S.3.1.7 Management of Runoff. (See also 2.1.2.6) Where deicing operations occur, implement a program to control or manage contaminated runoff to minimize the amount of pollutants being discharged from the site. Where practicable

, install a centralized deicing pad to recover deicing fluid following application, or where impracticable , us e vacuum/collection trucks (glycol recovery vehicles). Also, consider these control measure options (or their equivalents): a dedicated deicing facility with a runoff collection/ recovery system; using vacuum/collection trucks; storing contaminated stormwater/deicing fluids in tanks and releasing controlled amounts to a publicly owned treatment works; collecting contaminated runoff in a wet pond for biochemical decomposition (be aware of attracting wildlife that may prove hazardous to flight operations); and directing runoff into vegetative swales or other infiltration

measures. R ecover deicing materials when these materials are applied during

non

- precipitation events (e.g., covering storm sewer inlets, using booms, installing absorptive interceptors in the drains, etc.) to prevent these materials from later becoming a source of stormwater contamination. Used deicing fluid should be recycled whenever possible.

8.S.3.2 Deicing Season. You must determine the seasonal timeframe (e.g., December February, October - March ) during which deicing activities typically occur at t he facility. Implementation of control measures, including any BMPs, facility inspections and monitoring must be conducted with particular emphasis throughout the defined deicing season. If you meet the deicing chemical usage thresholds of 100,000 gallons glycol and/or 100 tons of urea, the deicing season you identified is the timeframe during which you must obtain the four required benchmark monitoring event results for deicing

- related parameters, i.e., BOD, COD, ammonia and pH. See also Part 8.S.6.

8.S.4 Additional SWPPP Requirements.
An airport authority and tenants of the airport are encouraged to work in partnership in the development of a SWPPP. If an airport tenant obtains authorization under this permit and develops a SWPPP for discharges from his own areas of the airport, prior to authorization, that SWPPP must be coordinated and integrated with the SWPPP for the entire airport. Tenants of the airport facility include air passenger or cargo companies, fixed based operators and other parties who have contracts with the airport authority to conduct business operations on airport property and whose operations result in stormwater discharges associated with industrial activity.

8.S.4.1 Drainage Area Site Map

. (See also Part 5. 2 .2) Document in the SWPPP the following areas of the facility and indicate whether activities occurring there may be exposed to precipitation/surface runoff: aircraft and runway deicing operations; fueling stations; aircraft, ground vehicle and equipment maintenance/cleaning areas; storage areas for aircraft, ground vehicles and equipment awaiting maintenance.

8.S.4.2 Potential Pollutant Sources. (See also Part 5. 2 .3) In your inventory of exposed materials, describe in your SWPPP the potential for the following activities and facilit y areas to contribute pollutants to stormwater discharges: aircraft, runway, ground vehicle and equipment maintenance and cleaning; aircraft and runway deicing operations (including apron and centralized aircraft deicing stations, runways, taxiways and

ram ps). If you use deicing chemicals, you must maintain a record of the types

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(including the Material Safety Data Sheets [MSDS]) used and the monthly quantities, either as measured or, in the absence of metering, as estimated to the best of your knowledge. Th is includes all deicing chemicals, not just glycols and urea (e.g., potassium acetate), because large quantities of these other chemicals can still have an adverse impact on receiving waters. Tenants or other fixed

- based operations that conduct deicing operations must provide the above information to the airport authority for inclusion with any comprehensive airport SWPPPs.

8.S.4.3 Vehicle and Equipment Washwater Requirements. Attach to or reference in your SWPPP, a copy of the NPDES permit issued for vehic le/equipment washwater or, if an NPDES permit has not been issued, a copy of the pending application. If an industrial user permit is issued under a local pretreatment program, include a copy in your SWPPP. In any case, if you are subject to another permit, describe your control measures for implementing all non

- stormwater discharge permit conditions or pretreatment requirements in your SWPPP. If washwater is handled in another manner (e.g., hauled offsite, retained onsite), describe the disposal method and attach all pertinent documentation/information (e.g., frequency, volume, destination, etc.) in your SWPPP.

8.S.4.4 Documentation of Control Measures Used for Management of Runoff: Document in your SWPPP the control measures used for collecting or containing contaminated melt water from collection areas used for disposal of contaminated snow.

8.S.5 Additional Inspection Requirements. At a minimum conduct facility inspections at least monthly during the deicing season (e.g., October through April for most mid

- latitude airports). If your facility needs to deice before or after this period, expand the monthly inspections to include all months during which deicing chemicals may be used. The Director may specifically require you to increase inspection frequencies.

8.S.6 Sector

- Specific Benchmarks.

Table 8. S- 1 identifies benchmarks that apply to Sector S . These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.S

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

For airports where a single permittee, or a combination of permitted facilities use more than 100,000 gallons of glycol- based deicing chemicals and/or 100 tons or more of urea on an average annual basis, monitor the first four parameters in ONLY those outfalls that collect runoff from areas where deicing activities occur (SIC 4512

- 4581). Biochemical Oxygen Demand (BOD 5 ) 1 30 mg/L

Chemical Oxygen Demand (COD) 1 120 mg/L

Ammonia 1 2.14 mg/L pH 1 6.0

- 9.0 s.u.

1 These are deicing

- related parameters. Collect the four benchmark samples, and any required follow

- up benchmark samples, during the timeframe defined in Part 8.S.3.2 when deicing activities are occurring.

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8.S.7 Effluent Limitations Based on Effluent Limitations Guidelines (See also Part 6.2.2.1 of the permit.)

8.S.7.1 Airfield Pavement Deicing. Existing and new primary airports with 1,000 or more annual jet departures ("non

- propeller aircraft") that discharge wastewater associated with airfield pavement deicing commingled with stormwater must either use non

- urea

containing deicers or meet the effluent limit in Table 8 -S-2.

8.S.7.2 Aircraft Deicing

. Airports meeting the definition of a new source (“new airports”) with 10,000 annual departures located in co ld climate zones must collect 60 percent of aircraft deicing fluid after deicing. See 40 CFR 449.11 for the Airport Effluent Limitation Guidelines requirements for this new source category. Discharges of the collected aircraft deicing fluid directly to wa ters of the U.S. are not eligible for coverage under this permit. 8.S.7.3 Monitoring, Reporting and Recordkeeping. For new airports subject to the effluent limitations in 8.S.7.2, you must comply with the monitoring, reporting and recordkeeping requirements outlined in 40 CFR 449.20(a)(1) and (2).

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Table 8.S -2

Industrial Activity Parameter Effluent Limit Existing and new primary airports with 1,000 or more annual jet departures that discharge wastewater associated with airfield pavement deicing that contains urea commingled with stormwater Ammonia as Nitrogen 14.7 mg/L, daily maximum

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Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart T – Sector T – Treatment Works.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.T.1 Covered Stormwater Discharges.
The requirements in Subpart T apply to stormwater discharges associated with industrial activity from Treatment Works as identified by the Activity Code specified under Sector T in Table
D- 1 of Appendix D of the permit.

8.T.2 Industrial Activities Covered by Sector T.
The requirements listed under this part apply to all existing point source stormwater discharges associated with the following activities:

8.T.2.1 Treatment works treati ng domestic sewage, or any other sewage sludge or wastewater treatment device or system used in the storage, treatment, recycling, and reclamation of municipal or domestic sewage, including land dedicated to the disposal of sewage sludge; that are located within the confines of a facility with a design flow of 1.0 million gallons per day (MGD) or more; or are required to have an approved pretreatment program under 40 CFR Part 403.

8.T.2.2 The following are not required to have permit coverage: farm lands, domestic gardens or lands used for sludge management where sludge is beneficially reused and which are not physically located within the facility, or areas that are in compliance with Section 405 of the CWA.

8.T.3 Limitations on Coverage.

8.T.3.1 Prohibit ion of Non -Stormwater Discharges. (See also Part 1.1.4) Sanitary and industrial wastewater and equipment and vehicle washwater are not authorized by this permit.

8.T.4 Additional Technology

- Based Effluent Limits.

8.T.4.1 Control Measures

. (See also the non

- numeric effluent limits in Part 2.1.2) In addition to the other control measures, evaluate implementation of the following additional control measures: routing stormwater to the treatment works; or covering exposed materials (i.e., from the following areas: grit, screenings, and other solids handling, storage, or disposal areas; sludge drying beds; dried sludge piles; compost piles; and septage or hauled waste receiving station).

8.T.4.2 Employee Training. (See also Part 2.1.2.8 ) At a minimum, training mus t address the following areas when applicable to a facility: petroleum product management; process chemical management; spill prevention and controls; fueling procedures; general good housekeeping practices; and proper procedures for using fertilizer, herb icides, and pesticides.

8.T.5 Additional SWPPP Requirements.

8.T.5.1 Site Map

. (See also Part 5.2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: grit, screenings, and other solids handling, storage, or disposal areas; sludge drying beds; dried sludge piles; compost

Page 128 of 146Proposed 2013 MSGP

piles; septage or hauled waste receiving station; and storage areas for process chemicals, petroleum products, solvents, fertilizers, herbicides, and pesticides.

8.T.5.2 Potential Pollutan t Sources

. (See also Part 5. 2 .3) Document in your SWPPP the following additional sources and activities that have potential pollutants associated with them, as applicable: grit, screenings, and other solids handling, storage, or disposal areas; sludge dryi ng beds; dried sludge piles; compost piles; septage or hauled waste receiving station; and access roads and rail lines.

8.T.5.3 Wastewater and Washwater Requirements. Keep a copy of all your current NPDES permits issued for wastewater and industrial, vehicle and equipment washwater discharges or, if an NPDES permit has not yet been issued, a copy of the pending application(s) with your SWPPP. If the washwater is handled in another manner, the disposal method must be described and all pertinent documentation must be retained onsite.

8.T.6 Additional Inspection Requirements.
(See also Part 3 .1) Include the following areas in all inspections: access roads and rail lines; grit, screenings, and other solids handling, storage, or disposal areas; sludge drying beds ; dried sludge piles; compost piles; and septage or hauled waste receiving station.

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Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart U – Sector U – Food and Kindred Products.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirement s apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.U.1 Covered Stormwater Discharges.
The requirements in Subpart U apply to stormwater discharges associated with industrial activity from Food and Kindred Products facilities as identified by the SIC Codes specified in Table D

- 1 of Appendix D of the permit.

8.U.2 Limitations on Coverage.

8.U.2.1 Prohibition of Non -Stormwater Discharges. (See also Part 1.1.4) The following discharges are not authorized by this permit: discharges containing boiler blowdown, cooling tower overflow and blowdown, ammonia refrigeration purging, and vehicle washing and clean

- out operation s.

8.U.3 Additional Technology

- Based Limitations.

8.U.3.1 Employee Training

. (See also Part 2.1.2.8 ) Address pest control in your employee training
program.

8.U.4 Additional SWPPP Requirements.

8.U.4.1 Drainage Area Site Map. (See also Part 5. 2.2) Documen t in your SWPPP the locations of the following activities if they are exposed to precipitation or runoff: vents and stacks from cooking, drying, and similar operations; dry product vacuum transfer lines; animal holding pens; spoiled product; and broken pro duct container storage areas.

8.U.4.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Document in your SWPPP, in addition to food and kindred products processing

- related industrial activities, application and storage of pest control chemicals (e.g., rodenticides, insecticides, fungicides) used on plant grounds.

8.U.5 Additional Inspection Requirements.
(See also Part 3 .1) Inspect on a quarterly basis, at a minimum, the following areas where the potential for exposure to stormwater exists: loading and unloading areas for all significant materials; storage areas, including associated containment areas; waste management units; vents and stacks emanating from industrial activities; spoiled product and broken product container holding areas; animal holding pens; staging areas; and air pollution control equipment.

8.U.6 Sector

- Specific Benchmarks.

Table 8. U- 1 identifies benchmarks that apply to the specific subsectors of Sector U . These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

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Table 8.U

- 1.

Subsector (You may be subject to requirements for more than one Sector / Subsector) Parameter Benchmark Monitoring Concentration

Subsector U1 . Grain Mill Products (SIC 2041

- 2048) Total Suspended Solids (TSS) 100 mg/L

Subsector U2 . Fats and Oils Products (SIC 2074-2079) Biochemical Oxygen Demand (BOD 5 ) 30 mg/L

Chemical Oxygen Demand (COD) 120 mg/L

Nitrate plus Nitrite Nitrogen 0.68 mg/L Total Suspended Solids (TSS) 100 mg/L

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Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart V – Sector V – Textile Mills, Apparel, and Other Fabric Products.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.V.1 Covered Stormwater Discharges.
The requirements in Subpart V apply to stormwater discharges associated with industrial activity from Textile Mills, Apparel, and Other Fabric Product manufacturing as identified by the SIC Codes specified under Sector V in Table D

- 1 of Appendix D of the permit.

8.V.2 Limitations on Coverage.

8.V.2.1 Prohibition of Non

- Stormwa ter Discharges. (See also Part 1.1.4) The following are not authorized by this permit: discharges of wastewater (e.g., wastewater resulting from wet processing or from any processes relating to the production process), reused or recycled water, and waters used in cooling towers. If you have these types of discharges from your facility, you must cover them under a separate NPDES permit.

8.V.3 Additional Technology

- Based Limitations.

8.V.3.1 Good Housekeeping Measures. (See also Part 2.1.2.2)

8.V.3.1.1 Materi al Storage Areas. Plainly label and store all containerized materials (e.g., fuels, petroleum products, solvents, and dyes) in a protected area, away from drains. Minimize contamination of the stormwater runoff from such storage areas. Also consider an inv entory control plan to prevent excessive purchasing of potentially hazardous substances. For storing empty chemical drums or containers, ensure that the drums and containers are clean (consider triple

- rinsing) and that there is no contact of residuals with precipitation or runoff. Collect and dispose of washwater from these cleanings properly.

8.V.3.1.2 Material Handling Areas. Minimize contamination of stormwater runoff from material handling operations and areas. Implement appropriate control

measures, su ch as the following (or their equivalents): use of spill and overflow protection; covering fueling areas; and covering or enclosing areas where the transfer of material may occur. When applicable, address the replacement or repair of leaking connections, valves, transfer lines, and pipes that may carry chemicals, dyes, or wastewater.

8.V.3.1.3 Fueling Areas. Minimize contamination of stormwater runoff from fueling areas. Implement appropriate control measures, such as the following (or their equivalents): covering the fueling area, using spill and overflow protection, minimizing run

- on of stormwater to the fueling areas, using dry cleanup methods, and treating and/or recycling stormwater runoff collected from the fueling area.

8.V.3.1.4 Above

- Ground Storage Tank Area. Minimize contamination of the stormwater runoff from above- ground storage tank areas, including the associated piping and valves. Implement appropriate control measures, such as the following (or their equivalents): regular cleanup of these areas; including measures for

Page 132 of 146Proposed 2013 MSGP

tanks, piping and valves explicitly in your SPCC program; minimizing runoff of stormwater from adjacent areas; restricting access to the area; inserting filters in adjacent catch basins; providing absorbent booms in unbermed fueling areas; using dry cleanup methods; and permanently sealing drains within critical areas that may discharge to a storm drain.

8.V.3.2 Employee Training. (See also Part 2.1.2.8 ) As part of your employee training program, address, at a minimum, the following activities (as applicable): use of reused and recycled waters, solvents management, proper disposal of dyes, proper disposal of petroleum products and spent lubricants, spill prevention and control, fueling procedures, and general good housekeepi ng practices.

8.V.4 Additional SWPPP Requirements.

8.V.4.1 Potential Pollutant Sources. (See also Part 5. 2 .3) Document in your SWPPP the following additional sources and activities that have potential pollutants associated with them: industry

- specific significant materials and industrial activities (e.g., backwinding, beaming, bleaching, backing bonding, carbonizing, carding, cut and sew operations, desizing, drawing, dyeing locking, fulling, knitting, mercerizing, opening, packing, plying, scouring, slashing, spinning, synthetic

- felt processing, textile waste processing, tufting, turning, weaving, web forming, winging, yarn spinning, and yarn texturing).

8.V.4.2 Description of Good Housekeeping Measures for Material Storage Areas. Document in the SWPPP yo ur containment area or enclosure for materials stored outdoors in connection with Part 8.V.3.1.1 above.

8.V.5 Additional Inspection Requirements.
Inspect, at least monthly, the following activities and areas (at a minimum): transfer and transmission lines, spill prevention, good housekeeping practices, management of process waste products, and all structural and nonstructural management practices.

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Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart W – Sector W – Furniture and Fixtures.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.W.1 Covered Stormwater Discharges.
The requirements in Subpart W apply to stormwater discharges associated with industrial activity from Furniture and Fixtures facilities as identified by the SIC Codes specified under Sector W in Table D

- 1 of Appendix D of the permit.

8.W.2 Additional SWPPP Requirements.

8.W.2.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: material sto rage (including tanks or other vessels used for liquid or waste storage) areas; outdoor material processing areas; areas where wastes are treated, stored, or disposed of; access roads; and rail spurs.

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Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart X – Sector X – Printing and Publishing.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial

a ctivity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.X.1 Covered Stormwater Discharges.
The requirements in Subpart X apply to stormwater discharges associated with industrial activity from Printing and Publishing facilities as identified by the SIC Codes specified under Sector X in Table D

- 1 of Appendix D of the permit.

8.X.2 Additional Technology

- Based Effluent Limits.

8.X.2.1 Good Housekeeping Measures

. (See also Part 2.1.2.2)

8.X.2.1.1 Material Storage Areas. Plainly label and store all containerized materials (e.g., skids, pallets, solvents, bulk inks, hazardous waste, empty drums, portable and mobile containers of plant debris, wood crates, steel racks, and fuel oil) in a protected area, away from drains. Mi nimize contamination of the stormwater runoff from such storage areas. Also consider an inventory control plan to prevent excessive purchasing of potentially hazardous substances.

8.X.2.1.2 Material Handling Area. Minimize contamination of stormwater runof f from material handling operations and areas (e.g., blanket wash, mixing solvents, loading and unloading materials). Implement appropriate control measures, such as the following (or their equivalents): using spill and overflow protection, covering fueling areas, and covering or enclosing areas where the transfer of materials may occur. When applicable, address the replacement or repair of leaking connections, valves, transfer lines, and pipes that may carry chemicals or wastewater.

8.X.2.1.3 Fueling Areas

. Minimize contamination of stormwater runoff from fueling areas. Implement appropriate control measures, such as the following (or their equivalents): covering the fueling area, using spill and overflow protection, minimizing runoff of stormwater to the fueling areas, using dry cleanup methods, and treating and/or recycling stormwater runoff collected from the fueling area.

8.X.2.1.4 Above Ground Storage Tank Area. Minimize contamination of the stormwater runoff from above- ground storage tank areas, includ ing the associated piping and valves. Consider the following (or their equivalents): regularly cleaning these areas, explicitly addressing tanks, piping and valves in the SPCC program, minimizing stormwater runoff from adjacent areas, restricting access to the area, inserting filters in adjacent catch basins, providing absorbent booms in unbermed fueling areas, using dry cleanup methods, and permanently sealing drains within critical areas that may discharge to a storm drain.

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8.X.2.2 Employee Training. (See also Part 2.1.2.8 ) As part of your employee training program, address, at a minimum, the following activities (as applicable): spent solvent management, spill prevention and control, used oil management, fueling procedures, and general good housekeeping p ractices.

8.X.3 Additional SWPPP Requirements.

8.X.3.1 Description of Good Housekeeping Measures for Material Storage Areas. In connection with Part 8.X.2.1.1, describe in the SWPPP the containment area or enclosure for materials stored outdoors.

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Part 8 – Sector

- Specific Requirements for Industrial Activity

Subpart Y – Sector Y – Rubber, Miscellaneous Plastic Products, and Miscellaneous Manufacturing Industries.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facilit y where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.Y.1 Covered Stormwater Discharges.
The requirements in Subpart Y apply to stormwater discharges associated with industrial activity from Rubber, Miscellaneous Plastic Products, and Miscellaneous Manufacturing Industries facilities as identified by the SIC Codes specified under Sector Y in Table D

- 1 of Appendix D of the permit.

8.Y.2 Additional Technology

- Based Effluent Limits.

8.Y.2.1 Controls for Rubber Manufacturers. (See also Part 2.1.2) Minimize the discharge of zinc in your stormwater discharges. Parts 8.Y.2.1.1 to 8.Y.2.1.5 give possib le sources of zinc to be reviewed and list some specific control measures to be implement ed (or their equivalents). In addition to these control measures the following include some additional general control measure options to be evaluated for implementation: using chemicals purchased in pre

- weighed, sealed polyethylene bags; storing in

- use materials in sealable containers, ensuring an airspace between the container and the cover to minimize “puffing” losses when the container is opened, and usi ng automatic dispensing and weighing equipment.

8.Y.2.1.1 Zinc Bags. Ensure proper handling and storage of zinc bags at your facility. Following are some control measure options: employee training on the handling and storage of zinc bags, indoor storage of zinc bags, cleanup of zinc spills without washing the zinc into the storm drain, and the use of 2,500

- pound sacks of zinc rather than 50 - to 100- pound sacks.

8.Y.2.1.2 Dumpsters. Minimize discharges of zinc from dumpsters. Following are some control me asure options: covering the dumpster, moving the dumpster indoors, or providing a lining for the dumpster.

8.Y.2.1.3 Dust Collectors and Baghouses. Minimize contributions of zinc to stormwater from dust collectors and baghouses. Replace or repair, as appr opriate, improperly operating dust collectors and baghouses.

8.Y.2.1.4 Grinding Operations. Minimize contamination of stormwater as a result of dust generation from rubber grinding operations. One control measure option is to install a dust collection sys tem.

8.Y.2.1.5 Zinc Stearate Coating Operations. Minimize the potential for stormwater contamination from drips and spills of zinc stearate slurry that may be released to the storm drain. One control measure option is to use alternative compounds to zinc stearate.

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8.Y.2.2 Controls for Plastic Products Manufacturers. Minimize the discharge of plastic resin pellets in your stormwater discharges. Control measures to be implemented (or their equivalents) include minimizing spills, cleaning up of spills promptly and thoroughly, sweeping thoroughly, pellet capturing, employee education, and disposal precautions.

8.Y.3 Additional SWPPP Requirements.

8.Y.3.1 Potential Pollutant Sources for Rubber Manufacturers. (See also Part 5. 2 .3) Document in your SWPPP the use of zinc at your facility and the possible pathways through which zinc may be discharged in stormwater runoff.

8.Y.4 Sector

- Specific Benchmarks.

Table 8. Y- 1 identifies benchmarks that apply to Sector Y . These benchmarks apply to both your primary industrial activity and any co

- located industrial activities.

Table 8.Y

- 1.

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector Y1 . Rubber Products Manufacturing (SIC 3011, 3021, 3052, 3053, 3061, 3069) Total Zinc (freshwater) 2

Total Zinc (saltwater) 1 Hardness Dependent

0.09 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology), in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Freshw ater Hardness Range Zinc (mg/L)

0

- 24.99 mg/L 0.04

25

- 49.99 mg/L 0.05

50

- 74.99 mg/L 0.08

75

- 99.99 mg/L 0.11

100

- 124.99 mg/L 0.13

125

- 149.99 mg/L 0.16

150

- 174.99 mg/L 0.18

175

- 199.99 mg/L 0.20

200

- 224.99 mg/L 0.23

225

- 249.99 mg/L 0.25
250+ mg/L 0.26

Page 1 38 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart Z – Sector Z – Leat her Tanning and Finishing.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.Z.1 Covered Stormwater Discharges.
The requirements in Subpart Z apply to stormwater discharges associated with industrial activity from Leather Tanning and Finishing facilities as identified by the SIC Code specifi ed under Sector Z in Table D

- 1 of Appendix D of the permit.

8.Z.2 Additional Technology

- Based Effluent Limits.

8.Z.2.3 Good Housekeeping Measures. (See also Part 2.1.2.2)

8.Z.2.3.1 Storage Areas for Raw, Semiprocessed, or Finished Tannery By -products. Minimize contamination of stormwater runoff from pallets and bales of raw, semiprocessed, or finished tannery by

- products (e.g., splits, trimmings, shavings). Store or protect indoors with polyethylene wrapping, tarpaulins, roofed storage, etc . where practicable

. Place materials on an impermeable surface and enclose or put berms (or equivalent measures) around the area to prevent stormwater run- on and runoff where practicable

.
8.Z.2.3.2 Material Storage Areas. Label storage containers of all materials (e.g., specific chemicals, hazardous materials, spent solvents, waste materials) and minimize contact of such materials with stormwater.

8.Z.2.3.3 Buffing and Shaving Areas. Minimize contamination of stormwater runoff with leather dust from buffing and shaving areas. Implement dust collection enclosures, preventive inspection and maintenance programs, or other appropriate preventive measures where practicable

.
8.Z.2.3.4 Recei ving, Unloading, and Storage Areas. Minimize contamination of stormwater runoff from receiving, unloading, and storage areas. If these areas are exposed, implement appropriate control measures, such as the following (or their equivalents): covering all hides and chemical supplies, diverting drainage to the process sewer, or grade berming or curbing the area to prevent stormwater runoff.

8.Z.2.3.5 Outdoor Storage of Contaminated Equipment

. Minimize contact of stormwater with contaminated equipment. Implement appropriate control measures, such as the following (or their equivalents): covering equipment, diverting drainage to the process sewer, and cleaning thoroughly prior to storage.

8.Z.2.3.6 Waste Management. Minimize contamination of stormwater runoff from waste storage areas. Implement appropriate control measures, such as the following (or their equivalents): covering dumpsters, moving waste management activities indoors, covering waste piles with temporary covering material such as tarpaulins or polyethylene, and minimizing stormwater runoff by enclosing the area or building berms around the area.

Page 139 of 146Proposed 2013 MSGP

8.Z.3 Additional SWPPP Requirements.

8.Z.3.1 Drainage Area Site Map. (See also Part 5. 2 .2) Identify in your SWPPP where any of the following may be exposed to precipitation or surface runoff: processing and storage areas of the beamhouse, tanyard, and re

- tan wet finishing and dry finishing operations.

8.Z.3.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Document in your SWPPP the following sources and acti vities that have potential pollutants associated with them (as appropriate): temporary or permanent storage of fresh and brine

- cured hides; extraneous hide substances and hair; leather dust, scraps, trimmings, and shavings.

Page 140 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart AA – Sector AA – Fabricated Metal Products

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.AA.1 Covered Stormwater Discharges.
The requirements in Subpart AA apply to stormwater discharges associated with industrial activity from Fabricated Metal Products facilities as identified by the SIC Codes specified under Sector AA in Table D

- 1 of Appendix D of the permit.

8.AA.2 Additional Technology

- Based Effluent Limits.

8.AA.2.1 Good Housekeeping Measures. (S ee also Part 2.1.2.2)

8.AA.2.1.1 Raw Steel Handling Storage. Minimize the generation of and/or recover and properly manage scrap metals, fines, and iron dust. Include measures for containing materials within storage handling areas.

8.AA.2.1.2 Paints and P ainting Equipment. Minimize exposure of paint and painting equipment to stormwater.

8.AA.2.2 Spill Prevention and Response Procedures. (See also Part 2.1.2.4) Ensure that the necessary equipment to implement a cleanup is available to personnel. The following areas should be addressed

8.AA.2.2.1 Metal Fabricating Areas. Maintain clean, dry, orderly conditions in these

areas. Use dry clean

- up techniques where practicable

.
8.AA.2.2.2 Storage Areas for Raw Metal. Keep these areas free of conditions that could cause, or impede appropriate and timely response to, spills or leakage of materials. Implement appropriate control measures, such as th e following (or their equivalents): maintaining storage areas so that there is easy access in the event of a spill, and labeling stored materials to aid in identifying spill contents.

8.AA.2.2.3 Metal Working Fluid Storage Areas. Minimize the potential fo r stormwater contamination from storage areas for metal working fluids.

8.AA.2.2.4 Cleaners and Rinse Water. Control and clean up spills of solvents and other liquid cleaners, control sand buildup and disbursement from sand

- blasting operations, and prevent exposure of recyclable wastes. Substitute environmentally benign cleaners when possible.

8.AA.2.2.5 Lubricating Oil and Hydraulic Fluid Operations. Minimize the potential for stormwater contamination from lubricating oil and hydraulic fluid operations. U se monitoring equipment or other devices to detect and control leaks and overflows where practicable

. Install perimeter controls such as dikes, curbs, grass filter strips, or equivalent measures where practicable

.

Page 141 of 146Proposed 2013 MSGP

8.AA.2.2.6 Chemical Storage Areas. Minimize stormwater contamination and accidental spillage in chemical storage areas. Include a program to inspect containers and identify proper disposal methods.

8.AA.2.3 Spills and Leaks. (See also Part 5. 2 .3.3) In your spill prevention and response procedures, required by Part 2.1.2.4, pay attention to the following materials (at a minimum): chromium, toluene, pickle liquor, sulfuric acid, zinc and other water priority chemicals, and hazardous chemicals and wastes.

8.AA.3 Additional SWPPP Requirement s.
8.AA.3.1 Drainage Area Site Map. (See also Part 5. 2 .2) Document in your SWPPP where any of the following may be exposed to precipitation or surface runoff: raw metal storage areas; finished metal storage areas; scrap disposal collection sites; equipment storage areas; retention and detention basins; temporary and permanent diversion dikes or berms; right

- of -way or perimeter diversion devices; sediment traps and barriers; processing areas, including outside painting areas; wood preparation; recycling; and raw material storage.

8.AA.3.2 Potential Pollutant Sources. (See also Part 5. 2 .3) Document in your SWPPP the following additional sources and activities that have potential pollutants associated with them: loading and unloading operations for paints, chem icals, and raw materials; outdoor storage activities for raw materials, paints, empty containers, corn cobs, chemicals, and scrap metals; outdoor manufacturing or processing activities such as grinding, cutting, degreasing, buffing, and brazing; onsite waste disposal practices for spent solvents, sludge, pickling baths, shavings, ingot pieces, and refuse and waste piles.

8.AA.4 Additional Inspection Requirements

8.AA.4.1 Inspections. (See also Part 3.1 ) At a minimum, include the following areas in all inspe ctions: raw metal storage areas, finished product storage areas, material and chemical storage areas, spent solvents and chemical storage areas, recycling areas, loading and unloading areas, equipment storage areas, paint areas, drainage from roof and vehi cle fueling and maintenance areas. Potential pollutants include chromium, zinc, lubricating oil, solvents, aluminum, oil and grease, methyl ethyl ketone, steel, and related materials.

Page 142 of 146Proposed 2013 MSGP

8.AA.5 Sector

- Specific Benchmarks. (See also Part 6 of the permit.)

Table 8.AA -1

Subsector (You may be subject to requirements for more than one sector/subsector) Parameter Benchmark Monitoring Concentration

Subsector AA1 . Fabricated Metal Products, except Coating (SIC 3411

- 3499; 3911-3915) Total Aluminum 0.75 mg/L
Total Iron 1.0 mg/L Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L Nitrate plus Nitrite Nitrogen 0.68 mg/L
Subsector AA2 . Fabricated Metal Coating and Engraving (SIC 3479) Total Zinc (freshwater) 2 Total Zinc (saltwater) 1 Hardness Dependent 0.09 mg/L Nitrate plus Nitrite Nitrogen 0.68 mg/L

1 Saltwater benchmark values apply to stormwater discharges into saline waters where indicated.

2 The freshwater benchmark values of some metals are dependent on water hardness. For these parameters, permittees must determine the hardness of the receiving water (see Appendix J, “Calculating Hardness in Receiving Waters for Hardness Dependent Metals,” for methodology) , in accordance with Part 6.2.1.1, to identify the applicable ‘hardness range’ for determining their benchmark value applicable to their facility. Hardness Dependent Benchmarks follow in the table below:

Freshwater Hardness Range Zinc (mg/L)

0

- 24.99 mg/L 0.04

25

- 49.99 mg/L 0.05

50

- 74.99 mg/L 0.08

75

- 99.99 mg/L 0.11

100

- 124.99 mg/L 0.13

125

- 149.99 mg/L 0.16

150

- 174.99 mg/L 0.18

175

- 199.99 mg/L 0.20

200

- 224.99 mg/L 0.23

225

- 249.99 mg/L 0.25
250+ mg/L 0.26

Page 143 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart AB – Sector AB – Transportation Equipment, Industrial or Commercial Machinery Facilities.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.AB.1 Covered Stormwater Discharges.
The requirements in Subpart AB apply to stormwater discharges associated with industrial activity from Transportation Equipment, Industrial or Commercial Machinery facilities as identified by the SIC Codes specified under Sector AB in Table D

- 1 of Appendix D of the permit.

8.AB.2 Additional SWPPP Requirements.

8.AB.2.1 Drainag e Area Site Map. (See also Part 5. 2 .2) Identify in your SWPPP where any of the following may be exposed to precipitation or surface runoff: vents and stacks from metal processing and similar operations.

Page 144 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart AC – Sector AC

– Electronic and Electrical Equipment and Components, Photographic and Optical Goods.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where thos e sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.AC.1 Covered Stormwater Discharges.
The requirements in Subpart AC apply to stormwater discharges associated with industrial activity from facilities that manufacture Electronic and Electrical Equipment and Components, Photographic and Optical goods as identified by the SIC Codes specified in Table D

- 1 of Appendix D of the permit.

8.AC.2 Additional Requirements.

No additional sector

- specific requirements apply.

Page 145 of 146Proposed 2013 MSGP

Part 8 – Sector

- Specific Requi rements for Industrial Activity

Subpart AD – Sector AD – Stormwater Discharges Designated by the Director as Requiring Permits.

You must comply with Part 8 sector

- specific requirements associated with your primary industrial activity and any co

- located industrial activities, as defined in Appendix A. The sector

- specific requirements apply to those areas of your facility where those sector

- specific activities occur. These sector

- specific requirements are in addition to any requirements specified elsewhere in this permit.

8.AD.1 Covered Stormwater Discharges.
Sector AD is used to provide permit coverage for facilities designated by the Director as needing a stormwater permit, and any discharges of stormwater associated with industrial act ivity that do not meet the description of an industrial activity covered by Sectors A

- AC.

8.AD.1.1 Eligibility for Permit Coverage. Because this sector is primarily intended for use by discharges designated by the Director as needing a stormwater permit (which is an atypical circumstance), and your facility may or may not normally be discharging stormwater associated with industrial activity, you must obtain the Director’s written permission to use this permit prior to submitting an NOI. If you are authoriz ed to use this permit, you will still be required to ensure that your discharges meet the basic eligibility provisions of this permit at Part 1. 1.

8.AD.2 Sector

- Specific Benchmarks and Effluent Limits. (See also Part 6 of the permit.)
The Director will establish any additional monitoring and reporting requirements for your facility prior to authorizing you to be covered by this permit. Additional monitoring requirements would be based on the nature of activities at your facility and your stormwater disch arges.

Page 146 of 146