NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 2842]
[Saturday, June 23, 2007]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0246387
(Sew)Rustic Meadows Camping
--Golf Resort
d/b/a Elizabethtown/Hershey KOA
1980 Turnpike Road
Elizabethtown, PA 17022Lancaster County
West Donegal TownshipUNT Snitz Creek
7-GY PA0029335
(Sew)PA Lions Beacon Lodge
Camp, Inc.
114 SR 103 South
Mount Union, PA 17066Mifflin County
Wayne TownshipSugar Valley Run
12-AY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0244252, Industrial Waste, SIC 3452, Southco, Inc., 210 North Brinton Lake Road, Concordville, PA 19331. This proposed facility is located in Concord Township, Delaware County.
Description of Proposed Activity: Issuance of an NPDES permit to discharge stormwater and blowdown from cooling water tower.
The receiving stream, a UNT to West Branch Chester Creek, is in the State Water Plan Watershed 3G and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Aqua PA main system is located on Chester Creek and is 8.56 miles below the point of discharge.
The proposed monitoring requirements for Outfall 001 are based on an average stormwater flow.
Concentration (mg/l) Maximum Parameters Daily CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH (Standard Units) Monitor and Report Total Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Iron (Dissolved) Monitor and Report Copper, Total Monitor and Report Lead, Total Monitor and Report Zinc, Total Monitor and Report The proposed effluent limits for Monitoring Points 101, 201, 301 and 401 are based on a design flow of 600 gpd.
Instantaneous Instantaneous Parameters Minimum Maximum pH (Standard Units) 6.0 9.0 Temperature 110° F In addition to the effluent limits, the permit contains the following major special conditions:
1. Chemical Additive Condition.
2. Change of Ownership.
3. TMDL/WLA Analysis.
4. Laboratory Certification.
5. Small Stream Discharge.
6. Stormwater Condition.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0070084, Industrial Waste, SIC Code 5171, Buckeye Terminals, LLC (Macungie Terminal), 5002 Buckeye Road, P. O. Box 368, Emmaus, PA 18049. This existing facility is located in Lower Macungie Township, Lehigh County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge stormwater from an existing petroleum products terminal.
The receiving stream, UNT to Swabia Creek, is in the State Water Plan Watershed No. 02C and is classified for: HQ-CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Allentown City Bureau of Water is located on Little Lehigh Creek 7 miles below the point of discharge.
The proposed effluent limits for Outfalls 001 and 002 are based on stormwater flow and are as follows:
Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum Oil and Grease 15 30 In addition to the effluent limits, the permit contains the following major special conditions:
1. Requirements for Petroleum Marketing Terminals.
The EPA waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0260622, CAFO, Clifford Zimmerman Farm, 2993 Mill Road, Elizabethtown, PA 17022.
Clifford Zimmerman has submitted an application for an NPDES permit for an existing CAFO of the same name, located in Conewago Township, Dauphin County. The farm consists of six barns housing 160,000 broiler chickens and one steer barn that holds no animals currently but may hold up to 100 steers, for a total of 432 animal equivalent units. The farm is situated near a UNT of Brills Run which is classified for TSF.
The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to reissue the NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit. The permit application and draft permit are on file at the Southcentral Regional Office of the Department.
Persons may make an appointment to review the Department of Environmental Protections's files by calling the file review coordinator at (717) 705-4732.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Application No. PA 0260762, Sewage, New Buffalo Borough, P. O. Box 245, New Buffalo, PA 17069. This facility is located in New Buffalo Borough/Watts Township, Perry County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Buffalo Creek, is in Watershed 6-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for United Water is located on the Susquehanna River, approximately 20 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.020 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N Monitor and Report Total Residual Chlorine 0.5 1.6 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0051748, Sewage, Tulpehocken Area School District (High School), 428 New Schafferstown Road, Bernville, PA 19506-8939. This facility is located in Jefferson Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, UNT to Little Northkill Creek, is in Watershed 3-C, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Western Berks Water Authority is located on the Tulpehocken Creek, approximately 13 miles downstream. The discharge is not expected to affect the water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 0.0216 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N 20 40 Total Phosphorus 1.0 2.0 Total Residual Chlorine 0.50 1.64 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 10,000/100 ml as a geometric average The proposed final effluent limits for Outfall 001 for a design flow of 0.0216 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N 20 40 Total Phosphorus 1.0 2.0 Total Residual Chlorine 0.50 1.64 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0001627, Industrial Waste, SIC, 4911, Orion Power Midwest, 121 Champion Way, Canonsburg, PA 15317. This application is for Renewal of an NPDES permit to discharge treated process water and untreated cooling water and stormwater from Cheswick Power Station in Springdale Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Tawney Run, Little Deer Creek and the Allegheny River, classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Oakmont Borough Municipal Authority, located at 2.4 miles below the discharge point.
Outfall 002: Monarch Mine discharge (12.375 mgd) to Little Deer Creek from permit issuance through 3 years from issued date.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 35 70 Aluminum 1.2 2.4 Iron, tot 2.6 5.2 Iron, dis Monitor and Report Manganese 0.87 1.74 Total Residual Chlorine 0.5 1.0 Beryllium 0.01 0.02 Cadmium 0.003 0.006 Chromium, hex 0.006 0.012 Silver 0.02 0.04 Thallium 0.018 0.036 Copper 0.033 0.066 Pentachlorophenol 0.004 0.008 Antimony Monitor and Report Outfall 002: Monarch Mine discharge (12.375 mgd) to Little Deer Creek from permit issuance through 3 years from issued date.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Lead Monitor and Report Mercury Monitor and Report Selenium Monitor and Report Cyanide, free Monitor and Report Chloroform Monitor and Report Sulfate Monitor and Report Osmotic Pressure (MOs/Kg) Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 002: Monarch Mine discharge (12.375 mgd) to Little Deer Creek from 3 years after permit issuance through permit expiration.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 35 70 Aluminum 0.48 0.96 Iron 1.5 3.0 Iron, dis 0.3 0.6 Manganese 0.87 1.74 Total Residual Chlorine 0.013 0.026 Beryllium 0.01 0.02 Cadmium 0.0003 0.0006 Chromium, hex 0.006 0.012 Silver 0.003 0.006 Thallium 0.002 0.004 Copper 0.009 0.018 Pentachlorophenol 0.0003 0.0006 Antimony 0.014 0.028 Lead 0.003 0.006 Mercury 0.00005 0.0001 Selenium 0.005 0.01 Cyanide, free 0.005 0.01 Chloroform 0.006 0.012 Sulfate Monitor and Report Outfall 002: Monarch Mine discharge (12.375 mgd) to Little Deer Creek from 3 years after permit issuance through permit expiration.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Osmotic Pressure (M0s/Kg) 50 100 pH not less than 6.0 nor greater than 9.0 Outfall 103: Boiler blowdown to Outfall 003.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 100 Oil and Grease 15 20 pH not less than 6.0 nor greater than 9.0 Outfalls 203 and 303: Bottom Ash Transport Waters discharge (1.7 mgd) to Outfall 003.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 100 Oil and Grease 15 20 pH not less than 6.0 nor greater than 9.0 Outfall 403 (previously Outfall 107): coal pile runoff discharge (0.4 mgd) to Outfall 003.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 50 pH not less than 6.0 nor greater than 9.0 Outfall 503: new discharge, design flow of 0.144 mgd, FGD Treatment Plant Discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 100 Oil and Grease 15 20 Aluminum Monitor and Report Arsenic Monitor and Report Beryllium 0.004 0.008 Boron Monitor and Report Cadmium Monitor and Report Chlorides Monitor and Report Copper 0.1 0.2 Chromium, III Monitor and Report Lead 0.1 0.2 Manganese Monitor and Report Mercury 0.004 0.008 Nickel Monitor and Report Selenium 2.5 5.0 Silver 0.1 0.2 Zinc Monitor and Report Iron Monitor and Report Iron, dissolved Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 603: Miscellaneous low volume wastes discharge (1.0 mgd) to Outfall 003.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 30 100 Oil and Grease 15 20 pH not less than 6.0 nor greater than 9.0 Outfall 803: Internal monitoring points 203--603 (5.0 mgd) discharge to Outfall 003.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 003: Internal monitoring points 103 and 803 and untreated once-through noncontact cooling water, 369 mgd discharge to the Allegheny River, Interim Limits.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Residual Chlorine 0.2 Temperature Heat discharged to the waterway shall not exceed 2.96 by 109 Btu/hr Heat
Lead Monitor and Report Mercury Monitor and Report Selenium Monitor and Report Silver Monitor and Report Thallium Monitor and Report Cyanide, free Monitor and Report Cadmium Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 003: Internal monitoring points 103 and 803 and untreated once-through noncontact cooling water, 369 mgd discharge to the Allegheny River, Final Limits.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Residual Chlorine 0.2 Temperature Heat discharged to the waterway shall not exceed 2.96 by 109 Btu/hr Heat
Lead 0.007 0.014 Mercury 0.0001 0.0002 Selenium 0.010 0.020 Silver 0.004 0.008 Thallium 0.003 0.006 Cyanide, free 0.011 0.022 Cadmium 0.00055 0.0011 pH not less than 6.0 nor greater than 9.0 Outfall 004: Existing discharge to Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Debris collected on the intake trash racks shall not be returned to the waterway. Outfalls 005: Stormwater discharge, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Chromium, hex Monitor and Report Total Suspended Solids Monitor and Report pH Monitor and Report Outfalls 010--011: Stormwater discharges, varied flow.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges shall consist solely of uncontamined stormwater runoff. Other Conditions
The permittee is required to complete an SWPPP for Outfall 005.
The permittee is required to complete a TRE for Outfalls 002 and 003.
The EPA waiver is not in effect.
PA0005037, Industrial Waste, SIC 4911, EME Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748. This application is for renewal of an NPDES permit to discharge treated process water, sewage, cooling water and stormwater, from the Homer City Power Station in Center Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, tributaries of Two Lick Creek, Blacklick Creek and Cherry Run, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Buffalo Township Municipal Water Authority, located at Freeport, 57 miles below the discharge point.
Outfall 001: existing discharge, design flow of 2.16 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) (7-1 to 7-31) 1.38 (8-1 to 6-30) 2.34 Free Available Chlorine 0.2 0.5 Chromium 0.2 0.2 Zinc 1.0 1.0 Temperature (° F) (1-1 to 1-31) 109.8 (2-1 to 2-29) 104.1 (3-1 to 6-15) 110 (6-16 to 6-30) 104.6 (7-1 to 7-31) 84.4 (8-1 to 11-15) 110 (11-16 to 11-30) 97.9 (12-1 to 12-31) 92.9 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 1.45 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (° F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge, design flow of 0.32 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Dissolved Iron 2.0 4.0 Manganese 2.0 4.0 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, design flow of 0.87 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (° F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 007: existing discharge, design flow of 0.015 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.015 TSS 30 60 CBOD5 25 60 Dissolved Oxygen 5.0 (minimum) Fecal Coliform (5-1 to 9-30) (lbs/100 ml) 200 1,000 (10-1 to 4-30) (lbs/100 ml) 2,000 TRC 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Outfall 008: existing discharge, design flow of 0.016 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.016 TSS 30 60 CBOD5 25 50 Dissolved Oxygen 5.0 (minimum) Fecal Coliform (5-1 to 9-30) (lbs/100 ml) 200 1,000 (10-1 to 4-30) (lbs/100 ml) 2,000 TRC 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Outfall 011: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 012: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 014: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 60 Outfall 015: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (° F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 016: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Temperature (° F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 018: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Dissolved Iron 4 7 pH not less than 6.0 nor greater than 9.0 Outfall 020: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 30 100 Oil and Grease 15 20 30 Dissolved Iron 2 4 Manganese 2 4 pH not less than 6.0 nor greater than 9.0 Outfall 023: existing discharge, interim limits
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 35 70 90 Iron 3.0 6.0 7.0 Manganese Monitor and Report Aluminum Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 023: existing discharge, final limits
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 35 70 90 Iron 1.5 3.0 7.0 Manganese Monitor and Report Aluminum Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 027: existing discharge, design flow of 0.179 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Suspended Solids 30 100 CBOD5 25 50 Oil and Grease 15 20 Temperature (° F) 110 Beryllium 0.8 1.6 Lead 0.1 0.2 Selenium 0.8 1.6 Boron Monitor and Report MBAS Monitor and Report Osmotic Pressure Monitor and Report TDS Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 126 and 226: existing discharges.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Free Available Chloride 0.2 0.5 Chromium 0.2 0.2 Zinc 1.0 1.0 Temperature (° F) (1-1 to 1-31) 109.8 (2-1 to 2-29) 104.1 (3-1 to 6-15) 110 (6-16 to 6-30) 104.6 (7-1 to 7-31) 84.4 (8-1 to 11-15) 110 (11-16 to 11-30) 97.9 (12-1 to 12-31) 92.9 pH not less than 6.0 nor greater than 9.0 Outfalls 006, 009, 013, 017, 019, 021, 022, 024--026, 028 and 029 shall consist solely of uncontaminated stormwater.
The EPA waiver is not in effect.
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