NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[36 Pa.B. 4508]
[Saturday, August 12, 2006]
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 No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0064106
(Minor Sewage)Benton-Nicholson Joint Sewer Authority
P. O. Box 355
Factoryville, PA 18419Wyoming County
Nicholson TownshipUNT to South Branch Tunkhannock Creek
4FY Chesapeake Bay Strategy nutrient monitoring requirement was added to this permit.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0041912 Deer Haven, LLC
41 Elm Street
Morristown, NJ 07960
Palmyra Township
Pike CountyLake Wallenpaupack
1CN
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 ? PA0084816
(Industrial Waste)Sunoco Pipeline, LP
525 Fritztown Road
Sinking Spring, PA 19608Berks County
Sinking Spring BoroughSwale Tributary to Cacoosing Creek
3CY PA0081884
(Sewage)Cuttin Co., LLC
P. O. Box 3038
Gettysburg, PA 17325Adams County
Straban TownshipUNT Beaver Dam Creek
7FY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0113093
(Sewage)Christ Wesleyan Church
363 Stamm Road
Milton, PA 17847Turbot Township
Northumberland CountyUNT to Limestone Run
WWFY PA0007498
IWWise Foods, Inc.
228 Raseley Street
Berwick, PA 18603Berwick Borough
Columbia CountySusquehanna River
5DN
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0008541 York International Corp.
P. O. Box 1592-082K
York, PA 17405Spring Garden Township
York CountyCodorus Creek
7-HY
II. Applications for New or Expanded Facility Permits, Renewals of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0244163, Industrial Waste, SIC 2744, Quebecor World Atglen, Inc., 4581 Lower Valley Road, Atglen, PA 19310. This proposed facility is located in West Sadsbury Township, Chester County.
Description of Proposed Activity: This proposed action is for the renewal and an amendment of an NPDES permit for the discharge of stormwater from an industrial facility.
The receiving stream, Valley Creek (Pa Stream Code 07131), is in the State Water Plan Watershed 7K and is classified for TSF, MF. The nearest downstream public water supply intake for Chester Water Authority is located on Octoraro Lake and is approximately 15 miles below the point of discharge.
The proposed effluent limits for Outfalls 001, 002 and 003 are based on a stormwater event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Total Suspended Solids Monitor and Report Total Phosphorus Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Iron, Total Monitor and Report Zinc, Total Monitor and Report Copper, Total Monitor and Report Silver, Total Monitor and Report Chromium, Total Monitor and Report Chloroform, Total Monitor and Report Tolune Monitor and Report Xylene Monitor and Report Ethylbenzene Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions: Stormwater conditions.
NPDES Permit No. PA0057819, Amendment No. 1, Sewage, SIC 4952, New Hanover Township Authority, 2990 Fagleysville Road, Gilbertsville, PA 19525.
Description of Activity: Amendment of Sewage Treatment Plant's NPDES Permit to increase annual average flow from 0.825 mgd to 1.925 mgd.
The receiving water, Swamp Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.925 mgd and would take effect after completion of plant expansion:
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10.0 15.0 20.0 (11-1 to 4-30) 15.0 22.5 30.0 Total Suspended Solids 10.0 15.0 20.0 NH3-N (5-1 to 10-31) 1.50 2.25 3.0 (11-1 to 4-30) 3.0 4.5 6.0 Phosphorus as P 0.9 1.35 1.8 Fecal Coliform* 200 #/100 ml Monitor and Report pH (Standard Units) 6.0 (Min) 9.0 Nitrite and Nitrate as N Monitor and Report Dissolved Oxygen 5.0 (Min) *Ultra-Violet Disinfection. In addition to the effluent limits, the permit contains the following major special conditions:
1. Discharge must not cause nuisance.
2. Whole Effluent Toxicity testing to be conducted after plant expansion.
3. Proper sludge disposal.PA0021857, Sewage, SIC 4952, Souderton Borough, 31 West Summit Street, Souderton, PA 18964. This Souderton facility is located in Franconia Township, Montgomery County. The following notice reflects addendum to the notice published in the 36 Pa.B. 3122 (June 24, 2006).
The water quality-based effluent limit for copper in this proposed NPDES permit is based on conditions specific to the discharge site. The water quality criteria for copper found in 25 Pa. Code Chapter 16 has been revised based upon a recalculation of the criteria and the application of a Water Effect Ratio (WER) as allowed in 25 Pa. Code § 93.8.
The revised copper criterion hardness equations for the wastewater discharge from the Souderton sewage treatment plant to Skippack Creek are as follows:
CCCr: e(0.8545loge(H) - 0.99)
CMCr: e(0.9422loge(H) - 0.9837)The pooled slopes for the chronic and acute equations are not revised for this recalculation and neither is the final acute-chronic ratio (FACR). Therefore, using these new equations and the site hardness of 143 mg/l as CaCO3 for the Skippack Creek, the site-specific recalculated copper criterion values are:
CCCrs = 25.9 ug/L
CMCrs = 40.1 ug/LThe WER for this discharge was established as listed:
WER (Dissolved) = 2.27
WER (Total Recoverable) = 2.55Based on the previous data and using available dilution, the effluent limits for Copper (Total Recoverable) is 0.067 mg/l as an average monthly.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110., (717) 705-4707.
Application No. PA 0021075, Sewage, Borough of Myerstown, 101 East Washington Avenue, Myerstown, PA 17067-1142. This facility is located in Jackson Township, Lebanon County.
Description of activity: The application is for an NPDES permit to expand an existing discharge of treated sewage from 1.6 mgd to 2.0 mgd.
The receiving stream, Tulpehocken Creek, is in Watershed 3-C and classified for TSF, 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 32 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 17 37 34 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 5.5 11 (11-1 to 4-30) 16.5 33 Total Phosphorus 1.0 2.0 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) 3,500/100 ml as a geometric average Persons may make an appointment to review the Department of Environmental Protection files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0007765, Industrial Waste, SIC Code 3751, Harley Davidson Motor Company, 1425 Eden Road, York, PA 17402. This facility is located in Springettsbury Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, UNT of Codorus Creek, is in Watershed 7-H and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Wrightsville Water Supply Company located on the Susquehanna River, approximately 17 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 002 based on a design flow of 0.099 mgd are:
Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH from 6.0 to 9.0 inclusive
Oil and Grease 10 20 Temperature See Below* * Temperature limits are as follows: January--64°F, February--59°F, March--83°F, April--75°F, May--88°F, June--110°F, July--108°F, August--109°F, September--97°F, October--88°F, November--70° and December--75°F.
The proposed effluent limits for Outfall 004 based on a design flow of 0.00039 mgd are:
Concentration (mg/l) Parameter Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH Monitor and Report Monitor and Report Oil and Grease Monitor and Report The proposed effluent limits for Outfall 005 are:
Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH Monitor and Report Oil and Grease Monitor and Report COD Monitor and Report CBOD5 Monitor and Report Total Nickel Monitor and Report Total Suspended Solids Monitor and Report Total Phosphorus Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Iron Monitor and Report The proposed effluent limits for Outfall 006 based on a design flow of 0.00088 mgd are:
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH Monitor and Report Monitor and Report Oil and Grease Monitor and Report COD Monitor and Report CBOD5 Monitor and Report Total Nickel Monitor and Report Total Suspended Solids Monitor and Report Total Phosphorus Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Iron Monitor and Report The proposed effluent limits for Outfall 007 are:
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH Monitor and Report Oil and Grease Monitor and Report COD Monitor and Report CBOD5 Monitor and Report Total Nickel Monitor and Report Total Suspended Solids Monitor and Report Total Phosphorus Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Iron Monitor and Report The proposed effluent limits for Outfall 008 are:
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH Monitor and Report Oil and Grease Monitor and Report COD Monitor and Report CBOD5 Monitor and Report Total Nickel Monitor and Report Total Suspended Solids Monitor and Report Total Phosphorus Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Iron Monitor and Report 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 0248461, Concentrated Animal Feeding Operation (CAFO), Robert and Karen Gochenaur, 3449 Delta Road, Airville, PA 17302.
Robert and Karen Gochenaur have submitted an NPDES permit application for Stone Chimney Hollow Farm located in Lower Chanceford Township, York County. The CAFO is situated near a UNT of Orson Run (Watershed 7-I), which is classified as a TSF. The CAFO has a target animal population of approximately 560 animal equivalent units consisting of 2,200 finishing pigs, 61,000 starter and finishing turkeys, 30 calves and 35 deer. Dry manure is cleaned out of three turkey barns periodically, and liquid swine manure is contained within a below ground concrete structure with a capacity of approximately 550,000 gallons. A release or discharge to waters of this Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
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 issue an 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 files by calling the file review coordinator at (717) 705-4732.
Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based.
Following the 30-day comment period, the Watershed Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
PA0110540, Sewerage SIC, 2033, Furman Foods, Inc., P. O. Box 500, Northumberland, PA, 17857-0500. This existing facility is located in Point Township, Northumberland County.
Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge treated process wastewater, sewage and cooling water to the West Branch of the Susquehanna River and to a UNT to the Susquehanna River in Point Township, Northumberland County. These are existing discharges.
Both receiving streams are classified for the following uses: WWWF, aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply considered during the evaluation is Sunbury Water Authority located at Sunbury, Northumberland County on the Susquehanna River.
The proposed effluent limits for Outfall 001 based on a design flow of 0.238 mgd.
Concentration mg/l Mass lbs Monthly Weekly Daily Instantaneous Monthly Annual Parameter Average Average Maximum Maximum Load Load pH within the range of 6.0 to 9.0 Dissolved Iron 1.5 3.0 3.0 Oil and Grease 15 30 30 Temperature Report Report Total Halogens 0.2 0.6 Ammonia-N Report Kjeldahl-N Report Report Nitrate/Nitrite-N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report The proposed effluent limits for Outfall 003 based on a design flow of 0.5 mgd. This is an Emergency Outfall.
Concentration mg/l Mass lbs Monthly Weekly Daily Instantaneous Monthly Annual Parameter Average Average Maximum Maximum Load Load pH within the range of 6.0 to 9.0 CBOD5 75 100 TSS 75 100 Ammonia-N (5-1 to 10-31) 1.5 3 3.5 (11-1 to 4-30) 4.5 9 11 Oil and Grease 15 30 30 Fecal Coliforms 200 #/100 ml geometric mean and not greater than 1,000 #/100ml in more than 10% of the samples tested
Ammonia-N Report Kjeldahl-N Report Report Nitrate/Nitrite-N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report The proposed effluent limits for Outfall 004 based on a design flow of 0.5 mgd.
Concentration mg/l Mass lbs Monthly Weekly Daily Instantaneous Monthly Annual Parameter Average Average Maximum Maximum Load Load pH within the range of 6.0 to 9.0
CBOD5 75 100 TSS 75 100 Ammonia-N (5-1 to 10-31) 1.5 3 3.5 (11-1 to 4-30) 4.5 9 11 Oil and Grease 15 30 30 Fecal Coliforms: (5-1 to 9-30) 200 #/100 ml geometric mean and not greater than 1,000 #/100 ml in more than 10% of the samples tested (10-1 to 4-30) 2,000 #/100 ml geometric mean Total Chorine Residual 1.0 2.3 Ammonia-N Report Kjeldahl-N Report Report Nitrate/Nitrite-N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report The EPA waiver is in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701 (570) 327 3664.
PA0046159, Sewerage 4952, Municipal Sewer Authority of Houtzdale Borough, 116 Sterling Street, P. O. Box 277, Houtzdale, PA 16651-0277. This existing facility is located in Woodward Township, Clearfield County.
Description of Proposed Activity: This proposed action is for the renewal of a NPDES permit for the discharge of Treated Sewage Effluent.
The receiving stream, Beaver Run is in the Moshannon Creek Watershed 8-D and classified for CWF.
The proposed effluent limits for Outfall 001 based on a design flow of 0.300 mgd:
Concentration mg/l Mass lbs Monthly Weekly Daily Instantaneous Monthly Annual Parameter Average Average Maximum Maximum Load Load pH within the range of 6.0 to 9.0 CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4 to 30) 25 40 50 TSS 30 45 60 Ammonia-N (5-1 to 10-31) 10 15 20 (11-1 to 4-30) Monitor Monitor Monitor Total Clhorine Residual 0.5 1.6 Fecal Coliforms: (5-1 to 9-30) 200 #/100 ml geometric mean and not greater than 1,000 #/100ml in more than 10% of the samples tested (10-1 to 4-30) 2,000 #/100 ml geometric mean
Ammonia-N Report Kjeldahl-N Report Report Nitrate/Nitrite-N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report The EPA waiver is in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
PA0003603, Industrial Waste, SIC, 3312, Universal Stainless and Alloy Products, Inc., 600 Mayer Street, Bridgeville, PA 15017. This application is for renewal of an NPDES permit to discharge stormwater and untreated cooling water from Bridgeville Works in Collier Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Chartiers Creek, 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 West View Borough Municipal Water Authority, located at 210 Perry Highway, Pittsburgh PA 15229, 15 miles below the discharge point.
Outfall 007: existing discharge, design flow of 0.012 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Temperature 110°F Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
Outfall 008: existing discharge, design flow of 0.0014 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Temperature 110°F Oil and Grease 15 30 pH not less than 6.0 nor greater than 9.0 Outfall 003, 004 and 901--913: existing discharge flow of varied mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
CBOD5 Monitor and Report
COD Monitor and Report
Oil and Grease Monitor and Report
Total Suspended Solids Monitor and Report
Lead (Total) Monitor and Report
Chromium Monitor and Report
Copper Monitor and Report Cadmium Monitor and Report Arsenic Monitor and Report
Iron (Total) Monitor and Report Nitrate-Nitrite Nitrogen Monitor and Report
Magnesium (Total) Monitor and Report
Zinc (Total) Monitor and Report
Aluminum Monitor and Report Boron Monitor and Report
Nickel Monitor and Report
Molybdenum Monitor and Report
Titanium Monitor and Report
pH not less than 6.0 nor greater than 9.0 PA0004278, Industrial Waste, SIC, 3295, Lafarge North America, Inc., 5160 Main Street, Whitehall, PA 18052-1827. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Duquesne Plant in West Mifflin Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Thompson Run, 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 PA American Water Company, located at 410 Cooke Lane, Pittsburgh, PA 15234, 10.1 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.2376 mgd (Interim Limits)
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 Monitor and Report
Iron 3.0 6.0 Manganese 2.0 4.0 Nickel Monitor and Report
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 001: existing discharge, design flow of 0.2376 mgd (Final Limits).
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 88 Aluminum 0.5 1.0 1.25 Iron 1.56 3.12 3.9 Manganese 2.0 4.0 5.0 Nickel 0.054 0.108 0.135 pH not less than 6.0 nor greater than 9.0 Outfalls 002 and 003: stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids Monitor and Report
Oil and Grease Monitor and Report
Aluminum Monitor and Report
Iron Monitor and Report
Manganese Monitor and Report
Nickel Monitor and Report
pH Monitor and Report
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