NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 4436]
[Saturday, August 11, 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
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 ? PA0043311 Camp Towanda, Inc.
4 York Court
New City, NY 10956-4418
Lebanon Township
Wayne CountyUNT to Big Brook Creek
1BY PA0061352 Delaware Water Gap Municipal Authority
P. O. Box 128
Delaware Water Gap, PA 18327
Delaware Water Gap
Monroe CountyCherry Creek
1EY
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 ? PA0052485
(Sew)James Miller
Mountain Springs MHP
P. O. Box 365
Shartlesville, PA 19554-0365Berks County
Upper Bern TownshipUNT Mill Creek
3-CY PA0085120
(IW)Altoona City Authority
Plane Nine Water Treatment Plant
20 Greenwood Road
Altoona, PA 16602-7114Blair County
Juniata TownshipBlair Gap Run
11-AY PA0085111
(IW)Altoona City Authority
Tipton Water Treatment Plant
20 Greenwood Road
Altoona, PA 16602-7114Blair County
Antis TownshipTipton Run
11-AY
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 ? PA0114111
(Nonmunicipal)United States Army Corps of Engineers
South Shore Recreation Area
710 Ives Run Lane
Tioga, PA 16946Tioga County
Lawrence TownshipCowanesque Reservoir
(Cowanesque River)
04AY PA0046094
(Nonmunicipal)United States Army Corps
of Engineers
Ives Run Recreation Area
710 Ives Run Lane
Tioga, PA 16946Tioga County
Tioga TownshipHammond Reservoir
(Crooked Creek)
04AY PA0228214
IWCCDA Waters, LLC
One Aqua Penn Drive
P. O. Box 938
Milesburg, PA 16853-0938Centre County
Boggs TownshipBald Eagle Creek
9CY
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.
PA0030571, Sewage, SIC 4952, New Life Youth and Family Services Sewage Treatment Plant (STP), 585 Freeman School Road, Schwenksville, PA 19473. This proposed facility is located in Lower Salford Township, Montgomery County.
Description of Proposed Activity: This application is for an existing sewage treatment facility.
The receiving stream, UNT to East Branch Perkiomen 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 intake/supply is Pennsylvania American's Water Filtration Plant and is approximately 18 miles downstream on the Schuylkill River.
The effluent limits for Outfall 001 are based on a design flow of 22,500 gpd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Monthly Average Weekly CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 30 60 Fecal Coliform 200/100 ml 1,000/100 ml Dissolved Oxygen 6.0 (Minimum) pH (Standard Units) 6.0 (Minimum) 9.0 (Maximum) Ammonia as N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Phosphorus as P 2.0 4.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Discharge must not cause nuisance or health hazard.
2. Sludge disposal according to State and Federal regulations.The EPA waiver is in effect.
PA0043966, Sewage, SIC 6515, Valley Forge Group Limited Partnership d/b/a Valley Forge Crossing, 31200 Northwestern Highway, Farmington Hills, MI 48334. This existing facility is located in Lower Providence Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit to discharge 0.045 mgd of treated effluent from the Valley Forge Crossing Mobile Home Park Wastewater Treatment Plant. The plant is located at 1311 Catfish Lane, Norristown, PA 19403.
The receiving stream, a UNT to the Schuylkill River, is in the State Water Plan Watershed 3F and is classified for: WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Pennsylvania American--Norristown is located on the Schuylkill River and is approximately 4.5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.045 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Instantaneous Average Instantaneous Parameters Monthly Daily Minimum Monthly Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Ammonia as N (5-1 to 10-31) 7.0 14.0 (11-1 to 4-30) 20.0 40.0 Fecal Coliform (#col/100 ml) 200 1,000 pH (Standard Units) 6.0 9.0 Dissolved Oxygen 5.0 Total Residual Chlorine 0.26 0.85 In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Responsible Operator.
2. Abandon STP when Public Sewers become Available.
3. Remedial Measures if Public Nuisance.
4. No Stormwater to Sanitary Sewers.
5. Necessary Property Rights.
6. Small Stream Discharge.
7. Change in Ownership.
8. Chlorine Minimization.
9. Proper Sludge Handling.
10. Instantaneous Maximum Limitations.
11. Operator Training.
12. Operations and Maintenance Plan.
13. Fecal Coliform Reporting.
14. Laboratory Certification.The EPA waiver is in effect.
PA0050989, Sewage, SIC 4952, Frederick Mennonite Community Wastewater Treatment Plant, P. O. Box 498, Frederick, PA 19435, Upper Frederick Township, Montgomery County.
Description of Activity: This is a renewal NPDES permit application is for an existing sewage treatment facility.
The receiving waters, a UNT to 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 intake/supply is Pennsylvania American's Water Filtration Plant and is approximately 25 miles downstream on the Schuylkill River.
The effluent limits for Outfall 001 are based on a design flow of 49,900 gpd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum (mg/l) Flow CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 15 30 Total Suspended Solids 15 30 Fecal Coliform 200/100 ml 1,000/100 ml Dissolved Oxygen 6.0 (Minimum) pH (Standard Units) 6.0 (Minimum) 9.0 (Maximum) Ammonia as N 3.0 6.0 Phosphorus as P 1.0 2.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Discharge must not cause nuisance or health hazard.
2. Sludge disposal according to State and Federal regulations.
3. Discharge is to small stream.
4. Operations and maintenance plan required.The EPA waiver is in effect.
PA0023256, Sewage, SIC 59, Upper Gwynedd Township, P. O. Box 1, West Point, PA 19486. This proposed facility is located in Upper Gwynedd Township, Montgomery County.
Description of Proposed Activity: Amendment of an NPDES permit to discharge treated sanitary sewage from a facility located at Township Line Road, West of Swedesford Road, Upper Gwynedd Township, Montgomery County.
This permit amendment includes an accelerated expiration date of June 2009, and the following additional revisions:
Effective December 2008, in lieu of a total phosphorus limit, the permit includes an ortho-phosphate limit of 3.64 mg/l, applicable seasonally from November to March. Effective April 2009, the permit includes an ortho-phosphate limit of 1.0 mg/l, applicable seasonally from April to October.
The amended permit requires the submission of WET testing results for the species Ceriodaphnia dubia only. In conjunction with the permit renewal in June 2009, the permittee will be required to submit the results of four rounds of WET test results for both Pimephales promelas and Ceriodaphnia dubia.
The receiving stream, Wissahickon Creek, is in the State Water Plan Watershed 3F (Lower Schuylkill) and is classified for TSF. The nearest downstream public water supply intake for City of Philadelphia--Queen Lane Intake is located on the Schuylkill River.
The proposed effluent limits for Outfall 001, effective from permit amendment issuance through November 30, 2008, are based on a design flow of 4.5 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 375 563 10 15 20 (11-1 to 4-30) 750 1,126 20 30 40 Total Suspended Solids 1,126 1,689 30 45 60 Ammonia as N (5-1 to 10-31) 68 1.8 4.0 (11-1 to 4-30) 161 4.3 8.0 Orthophosphate as P Monitor and Report Monitor and
ReportNitrite + Nitrate as N Monitor and Report Iron, Total Monitor and Report Iron, Dissolved Monitor and Report Aluminum, Total Monitor and Report Fecal Coliform 200#/100 ml as a geometric mean
Dissolved Oxygen Minimum of 6.0 at all times
pH Within limits of 6.0 to 9.0 Standard Units Total Residual Chlorine 0.04 0.13 Dichlorobromomethane Monitor and Report Chlorodibromomethane Monitor and Report Copper, Total Monitor and Report Toxicity, Chronic (TUc) (Ceriodaphnia Dubia) Monitor and
ReportThe proposed effluent limits for Outfall 001, effective from December 1, 2008, through permit expiration, are based on a design flow of 4.5 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 188 281 5.0 7.5 10 (11-1 to 4-30) 489 734 10 15 20 Total Suspended Solids 1,126 1,689 30 45 60 Ammonia as N (5-1 to 10-31) 28 0.74 1.48 (11-1 to 4-30) 83 2.22 4.44 Orthophosphate-P (11-1 to 4-30) 136 3.64 7.28 (4-1 to 10-31) 39 1.00 2.00 Nitrite + Nitrate as N Monitor and Report Iron, Total Monitor and Report Iron, Dissolved Monitor and Report Aluminum, Total Monitor and Report Fecal Coliform 200#/100 ml as a geometric mean
Dissolved Oxygen Minimum of 7.0 at all times
pH Within limits of 6.0 to 9.0 Standard Units Total Residual Chlorine 0.04 0.13 Dichlorobromomethane 0.0010 0.0025 Chlorodibromomethane 0.00075 0.0019 Copper, Total Monitor and Report Toxicity, Chronic (TUc) (Ceriodaphnia Dubia) 1.06 Daily Maximum The proposed effluent limits for Outfall 001, is effective upon completion of expansion to a design flow of 5.7 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 238 357 5.0 7.5 10 (11-1 to 4-30) 475 713 10 15 20 Total Suspended Solids 1,426 2,139 30 45 60 Ammonia as N (5-1 to 10-31) 35 0.74 1.48 (11-1 to 4-30) 106 2.22 4.44 Orthophosphate-P (11-1 to 4-30) 174 3.64 7.28 (4-1 to 10-31) 48 1.00 2.00 Nitrite + Nitrate as N Monitor and Report Iron, Total Monitor and Report Iron, Dissolved Monitor and Report Aluminum, Total Monitor and Report Fecal Coliform 200#/100 ml as a geometric mean
Dissolved Oxygen Minimum of 7.0 at all times
pH Within limits of 6.0 to 9.0 Standard Units Total Residual Chlorine 0.016 0.052 Dichlorobromomethane 0.00093 0.0023 Chlorodibromomethane 0.00068 0.0017 Copper, Total Monitor and Report Toxicity, Chronic (TUc) (Ceriodaphnia Dubia) 1.05 Daily Maximum In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Operator.
2. Average Weekly Definition.
3. Remedial Measures.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Small Stream Discharge.
7. Analytical Procedures.
8. Change of Ownership.
9. Chlorine Dosages.
10. Sludge Disposal Requirements.
11. TMDL/WLA Analysis.
12. WET Tests Required for Renewal.
13. Chronic Whole Effluent Toxicity (WET) Permit Limit.
14. Instantaneous Maximum Limits.
15. Twice Per Month Sampling.
16. Requirements Applicable to Stormwater Outfalls.
17. Pretreatment Program Requirements.
18. Notification of Completion of Expansion to 5.7 mgd.
19. Operations and Maintenance Plan.
20. Laboratory Certification.
21. Copper/Water Effects Ratio.The EPA waiver is not in effect.
PA0026131, Sewage, SIC 59, Upper Merion Municipal Utility Authority, 175 West Valley Forge Road, King of Prussia, PA 19406. This proposed facility is located in Upper Merion Township, Montgomery County.
Description of Proposed Activity: Amendment of an NPDES permit to discharge an annual average flow of 6.0 mgd of treated sanitary sewage from Trout Run Water Pollution Control Center located at 900 Mancill Mill Road, King of Prussia, PA 19406.
The receiving stream, Schuylkill River, is in the State Water Plan Watershed 3F (Lower Schuylkill) and is classified for: WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake is for the Pennsylvania American Water Company--Norristown District located on the Schuylkill River.
The proposed effluent limits for Outfall 002 are based on a design flow of 6.0 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 1,251 1,876 25 40 50 Total Suspended Solids 1,501 2,252 30 45 60 Ammonia as N (5-1 to 10-31) 751 15 30 (11-1 to 4-30) 1,000 20 40 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200#/100 ml as a geometric mean
Dissolved Oxygen Minimum of 5.0 at all times
pH Within limits of 6.0 to 9.0 Standard Units The proposed effluent limits for stormwater Outfall 001 are as follows:
Mass (lb/day) Concentration (mg/l) Average Average Average Average Daily Parameters Monthly Weekly Monthly Weekly Maximum 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 Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Iron (Dissolved) Monitor and Report Fecal Coliform Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Operator.
2. Average Weekly Definition.
3. Remedial Measures.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Chlorine Disinfection.
8. Sludge Disposal Requirements.
9. TMDL/WLA Analysis.
10. WET Tests Required for Renewal.
11. Requirements Applicable to Stormwater Outfalls.
12. Operator Training Requirements.
13. Operations and Maintenance Plan.
14. Pretreatment Program.
15. Laboratory Certification.The EPA waiver is not in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0065145, Sewage, Dunn Lake, LLC, 103 Indian Springs Road, Kennett Square, PA 19348. This proposed facility is located in Ararat Township, Susquehanna County.
Description of Proposed Activity: NPDES Permit for a new, treated sewage discharge.
The receiving stream, East Branch Lackawanna River, is in the State Water Plan Watershed 5A and is classified for: HQ-CWF. The nearest downstream public water supply intake for the Pennsylvania American Water Company is located at the Stillwater Reservoir on the Lackawanna River over 10 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.019 mgd.
Average Annual Average Instantaneous Maximum Parameter Monthly (mg/l) (lbs/Year) (mg/l) CBOD5 5.0 10.0 Total Suspended Solids 3.0 6.0 NH3-N 3.0 6.0 Dissolved Oxygen A minimum of 6.0 mg/l at all times.
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 Standard Units at all times. Temperature January 1-31 38.2° F Temperature February 1-29 39.5° F Temperature March 1-31 47.0° F Temperature April 1-15 56.3° F Temperature April 16-30 62.3° F Temperature May 1-15 61.1° F Temperature May 16-31 65.1° F Temperature June 1-15 67.0° F Temperature June 16-30 71.0° F Temperature July 1-31 73.7° F Temperature August 1-15 72.4° F Temperature August 16-31 72.4° F Temperature September 1-15 68.1° F Temperature September 16-30 62.1° F Temperature October 1-15 57.2° F Temperature October 16-31 53.2° F Temperature November 1-15 48.6° F Temperature November 16-30 42.6° F Temperature December 1-31 38.4° F Total Residual Chlorine Nondetectable Total Phosphorus 0.10, Offset by Credits 0.20 Total Nitrogen 5.0, Offset by Credits 10.0 Kjeldahl-N Report NO2-NO3 as ''N'' Report Total Net Nitrogen 0 Total Net Phosphorus 0 The permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the nitrogen and phosphorus effluent limits, under the Department's Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report any credits in monthly supplemental DMRs submitted to the Department.
PA#0060054, Sewage, Mount Airy 1, LCC, Carleton Road, Mount Airy, PA 18362-1226. This proposed facility is located in Paradise Township, Monroe County.
Description of Proposed Activity: Renewal of NPDES permit to discharge 0.22 mgd of treated sewage.
The receiving stream, Forest Hills Run, is in the State Water Plan Watershed 1E and is classified for HQ-CWF. The nearest downstream public water supply intake for East Stroudsburg is located on the Delaware River below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.220 mgd.
Average Average Instantaneous
MaximumParameter Monthly (mg/l) Weekly (mg/l) (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus as ''P'' 2.0 4.0 Dissolved Oxygen A minimum of 6.0 mg/l at all times.
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 Standard Units at all times.
Total Residual Chlorine 1.0 2.0 Total Dissolved Solids 1,000 2,000 Nitrate-Nitrite-N Monitor and Report
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0034819, Industrial Waste, SIC 399/3499, Ametek Corp., Route 510, Eighty-Four, PA 15330.
This application is for renewal of an NPDES permit to discharge treated process water, sewage and untreated stormwater from the Specialty Metals Products Division Plant in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Little Chartiers Creek and UNT to Little Chartiers Creek, classified as a HQ-WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Robinson Township Municipal Authority, located at P. O. Box 15539, Pittsburgh, PA 15244, 42.7 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.025 mgd.
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 Other Conditions
The EPA waiver is in effect.
Outfall 101: existing discharge, design flow of 0.114 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 8.182 17.234 19.51 41.0 Oil and Grease 5.036 8.406 12.0 20.0 Copper 0.39 0.742 1.0 1.9 Cyanide 0.047 0.113 0.12 0.29 Lead 0.078 0.164 0.20 0.42 Fluoride 0.768 1.732 4.9 9.8 Nickel 0.011 0.016 0.25 0.5 Chromium 0.004 0.011 0.18 0.44 pH not less than 6.0 nor greater than 9.0 Outfall 201: existing discharge, design flow of 0.0023 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) 0.0023 CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 10 20 Total Suspended Solids 20 40 Ammonia Nitrogen (5-1 to 10-31) 5 10 (11-1 to 4-30) 15 30 Total Residual Chlorine 0.5 1.4 Fecal Coliform (5-1 to 9-30) 200 1,000 (10-1 to 4-30) 2,000 pH not less than 6.0 nor greater than 9.0 Outfall 301: existing discharge, design flow of various mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids Monitor and Report Outfalls 002, 003: existing discharge, design flow of various mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum These discharges shall consist solely of uncontaminated stormwater runoff. PA0041602, Industrial Waste, SIC 5171, Pittsburgh Terminals Corporation, 2760 Neville Road, Pittsburgh, PA 15225. This application is for renewal of an NPDES permit to discharge treated stormwater from the Neville Island Bulk Petroleum Storage Terminal in Neville Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio 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 NOVA Chemical Company, Beaver Valley Plant, located at Monaca, PA, 23.3 miles below the discharge point.
Outfall 001: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Oil and Grease 15 30 C-Biochemical Oxygen Demand Monitor and Report
Chemical Oxygen Demand Monitor and Report
Total Suspended Solids Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Total Phosphorous Monitor and Report
pH not less than 6.0 nor greater than 9.0 Other Conditions: Solids Disposal, Floating Solids and Petroleum Marketing Terminal Conditions.
The EPA waiver is in effect.
PA0093181, Industrial Waste, SIC NA, Industrial Waste, Inc., P. O. Box 406, Darlington, PA 16115. This application is for renewal of an NPDES permit to discharge treated leachate from Darlington disposal site in Darlington Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, East Fork State Line Creek, classified as a HQ-CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is not applicable.
Outfall 001: existing discharge, design flow of 0.198 mgd for the period effective from the date of permit issuance for 3 years.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 9-30) 3.0 6.0 (10-1 to 4-30) 4.5 9.0 Manganese 1.0 2.0 Cadmium 0.001 0.002 Copper 0.012 0.024 Nickel 0.063 0.126 Iron 1.5 3.0 Dissolved Solids 2,350 4,700 Sulfate 600 1,200 Outfall 001: existing discharge, design flow of 0.198 mgd for the period effective from the date of permit issuance for 3 years.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Nitrate and Nitrite 20 40 Zinc 0.08 0.16 Total Residual Chlorine 0.5 1.25 Aluminum 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 0.198 mgd for the period from 3 years after permit issuance until permit expiration.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 9-30) 3.0 6.0 (10-1 to 4-30) 4.5 9.0 Manganese 1.0 2.0 Cadmium 0.001 0.002 Copper 0.012 0.024 Nickel 0.063 0.126 Iron 1.5 3.0 Dissolved Solids 2,350 4,700 Sulfate 600 1,200 Outfall 001: existing discharge, design flow of 0.198 mgd for the period from 3 years after permit issuance until permit expiration.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Nitrate and Nitrite 20 40 Zinc 0.08 0.16 Total Residual Chlorine 0.5 1.25 Aluminum 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0204153, Industrial Waste, SIC 4911, Cambria Cogen Company, 243 Rubisch Road, Ebensburg, PA 15931. This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater, untreated stormwater and pump recycle water from the Cambria Cogen Facility in Cambria Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Little Conemaugh River, 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 Authority, Freeport located 100 miles below the discharge point.
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