NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[34 Pa.B. 3916]
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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES Permit
No. (Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?
PA0008231 Gold Mills, Inc.
1 Penn Dye Street
Pine Grove, PA 17963Schuylkill County
Pine Grove BoroughSwatara Creek
7DN
PA0036102 Lehigh County Authority
P. O. Box 3348
Allentown, PA 18106
Lehigh County
Heidelberg TownshipUnnamed tributary to Mill Creek
2CY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES Permit
No. (Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?
PA0034304
IWCambridge Lee Industries, LLC
Reading Tube Division
P. O. Box 14026
Reading, PA 19612-4026Berks County
Ontelaunee TownshipSchuylkill River
3CY
PA0043494
SEWLoysville Village Municipal Authority
P. O. Box 133
Loysville, PA 17047Perry County
Tyrone TownshipMuddy Run
7AY PA0021636
SEWFleetwood Borough
110 W. Arch St., Suite 104
Fleetwood, PA 19522Berks County
Richmond TownshipWillow Creek
3BY
PA0082937
IWRR Donnelly & Sons Co.
1375 Harrisburg Pike
Lancaster, PA 17601-2612Lancaster County
Lancaster CityUNT Little Conestoga Creek
7JY PA0040860
IWDelaware County Solid Waste Authority
Rolling Hills Landfill
1521 N. Providence Road
Media, PA 19063Berks County
Earl TownshipManatawny Creek
3CY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES Permit
No. (Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?
PA0008036
IWIngersoll-Rand Company
101 North Main Street
Athens, PA 18810Bradford County
Athens BoroughChemung River
4BY PA0114138
SewerageAthens Township Authority
379 Pennsylvania Ave.
Sayre, PA 18840-2825Athens Township
Bradford CountyChemung River
4BY
PA0208914
SewerageGreat Dane Limited Partnership
70 Strick Road
Danville, PA 17821
Limestone Township
Montour CountyUNT County Line Branch
10-DY
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.
PA0020397, Sewage, SIC 4952, Bridgeport Borough, 4th and Mill Streets, Bridgeport, PA 19405. This facility is in Upper Merion Township, Montgomery County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated sewage from a wastewater treatment plant.
The receiving stream, the Schuylkill River, is in the State Water Plan watershed 3F and classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Philadelphia Water Department is on the Schuylkill River, 10.2 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.9 mgd.
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N 20 40 Fecal Coliform 200#/100 ml
Dissolved Oxygen Monitor pH (Std. Units) 6.0 Instantaneous Minimum Total Residual Chlorine 0.5 9.0 Copper Monitor 1.2 Lead Monitor Zinc Monitor In addition to the effluent limits, the permit contains the following major special conditions: CSO requirement to implement nine minimum controls and long term control plan; and special test methods for certain pollutants.
The EPA waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PAS212214, Industrial, Gustin Stone Supply, Inc., R. R. 2, Box 2790, Lakewood, PA 18439. This proposed facility is in Preston Township, Wayne County.
The receiving streams, unnamed tributary to Meshoppen Creek and unnamed tributary to Equinunk Creek, are in the State Water Plan watershed no. 1A and classified for HQ-CWF.
The proposed effluent limits for Outfall 001:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily CBOD Report COD Report Oil and Grease Report pH Report TSS Report Total Phosphorus Report Total Kjeldahl Nitrogen Report Iron (Dissolved) Report
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA0247405, Sewage, David Stup, 5394 Big Creek Road, Clearville, PA 15535. This facility is in Monroe Township, Bedford County.
Description of activity: Renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, a UNT to West Branch Sidling Hill Creek, is in Watershed 13-B and classified for EV, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hancock, MD is on the Potomac River. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0004 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine Monitor and Report
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 Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
PA0026549, SIC Code 4952, Sewage, City of Reading, 815 Washington Street, Reading, PA 19601-3690. This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Schuylkill River in Watershed 3-C in Reading City, Berks County.
The receiving stream is classified for WWF, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was the Pottstown Borough on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 28.5 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Average (mg/l) Weekly (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 6.0 XXX 12 (11-1 to 4-30) 18 XXX 24 Total Mercury 0.00023 XXX 0.00046 Total Residual Chlorine 0.40 XXX 1.31 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
Color 186 XXX 465 Individuals may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, (717) 705-4732.
The EPA waiver is in effect.
PA0247502, Sewage, David and Mona Ketner, 308 Steelestown Road, Newville, PA 17241. This facility is in North Newton Township, Cumberland County.
Description of activity: Issuance of an NPDES permit for new discharge of treated sewage.
The receiving stream, an unnamed tributary to Conodoguinet Creek, is in Watershed 7-B and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is on the Conodoguinet Creek, approximately 19.9 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0004 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine Monitor and Report
XXX 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) 100,000/100 ml as a geometric average Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0110582, Sewage, SIC 4952, Eastern Snyder County Regional Authority, P. O. Box 330, Selinsgrove, PA 17870. This existing facility is in Penn Township, Snyder County.
Description of Proposed Activity: The Authority is applying to renew the existing NPDES permit. Certain changes are anticipating the Authority's plans to upgrade its treatment plant to incorporate nutrient reduction technology. The permit has been amended to include monitoring requirements for Total N and Total P (Report). The annual average design flow will be reduced from the current 2.8 mgd to 2.0 mgd once the new facilities are operational. The maximum monthly design flow will be 3.0 mgd.
The receiving stream, Susquehanna River, is in the State Water Plan watershed 6B and classified for WWF. The nearest downstream public water supply intake for United Water Pennsylvania is on the Susquehanna River, 39 river miles below the point of discharge at Dauphin.
The existing effluent limits for Outfall 001 are based on a design flow of 2.8 mgd, for the period of permit issuance to the completion of upgrade construction:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) TSS 30 45 60 CBOD5 25 40 50 Total Chlorine Residual 0.50 1.6 pH within the range 6.0 to 9.0
Fecal Coliform (5-1 to 9-30) 200 per 100 mL as a geometric average (10-1 to 4-30) 2,000 per 100 mL as a geometric average
Total Nitrogen Report Total Phosphorus Report The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 mgd, for the period of completion of upgrade construction to permit expiration:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) TSS 30 45 60 CBOD5 25 40 50 Total Chlorine Residual 0.50 1.6 pH within the range 6.0 to 9.0
Fecal Coliform (5-1 to 9-30) 200 per 100 mL as a geometric average
(10-1 to 4-30) 2,000 per 100 mL as a geometric average
Total Nitrogen Report Total Phosphorus Report In addition to the effluent limits, the permit contains the following major special conditions: BNR upgrade; and Phase II stormwater coverage.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0000507, Industrial Waste, SIC, 2821, Eastman Chemical Resins, Inc., SR 837, P. O. Box 567, West Elizabeth, PA 15088-0567. This application is for renewal of an NPDES permit to discharge untreated cooling water, stormwater and groundwater from the Jefferson Plant in Jefferson Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River and an unnamed tributary to the Monongahela River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Pennsylvania American Water Company at Mile 4.4--Monongahela River, approximately 19.12 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.1 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Temperature (°F) 110 Oil and Grease 15 30 Suspended Solids 30 60 Phenols (4AAP) 0.016 0.032 Fluoride Monitor and Report
Zinc 0.117 0.234 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report
Styrene Monitor and Report
The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfall 002: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc 0.117 Aluminum 0.75 Xylene 0.033 Styrene 0.016 The previous limits are in effect for the last 2 years of the permit.
Outfalls 004: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 004: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc 0.117 Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 005: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 005: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc 0.117 Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 008: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
BOD5 Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Ethylbenzene Monitor and Report
Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 008: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
BOD5 30 Zinc 0.117 Aluminum 0.75 Ethylbenzene Monitor and Report
Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 009: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 009: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc 0.117 Aluminum 0.75 Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 011: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 011: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.750 Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 012: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Toluene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 012: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 Toluene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 013: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Toluene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 013: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc 0.117 Aluminum 0.75 Toluene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 014a: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 014a: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease 15 Zinc 0.117 Aluminum 0.75 Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 014b: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 014b: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease 15 Zinc 0.117 Aluminum 0.75 Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 014c: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 014c: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease 15 Zinc 0.117 Aluminum 0.75 Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 015: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Xylene Monitor and Report
Styrene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 015: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease 15 Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 Xylene 0.033 Styrene 0.016 The previous limits are in effect for the last 2 years of the permit.
Outfalls 016: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 016: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Zinc 0.117 Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 017: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Aluminum Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
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