NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[39 Pa.B. 5605]
[Saturday, September 26, 2009]
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 Environmental Protection Agency (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 ?PA0037737
(Sew)Elizabethville Area Authority
4154 North Route 225
Elizabethville, PA 17023-9704Dauphin County
Washington TownshipWiconisco Creek
6-CY
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 ?PA0020672
(Sewage)Washingtonville Municipal Authority STP
Route 254
Washingtonville, PA 17884
Montour County
Derry Township
Chillisquaque Creek
WWF
10DY PA0228745
(Sewage)Carl N. and Karen J. Beaver
63 Beaver Meadow Road
Catawissa, PA 17820Columbia County
Locust Township
UNT to Roaring Creek
5EY PA0114332 Former Dresser Industries Facility
Dresser Road
Wellsboro, PA 16901Tioga County
Delmar Township
UNT to Baldwin Run
9AY PA0112895
(Sewerage)Daniel L. Roeder
205-B Independent Street
Catawissa, PA 17820Columbia County
Roaring Creek Township
UNT to Roaring Creek
5EY PA0112372
(Sewage)
NonpublicMayfair Village Mobile Homes Park
612 North Shamokin Street
Shamokin, PA 17872Northumberland County
Shamokin TownshipUNT to Shamokin Creek
SWP 6BY PA0045993
SPUlysses Municipal Authority
522 Main Street
Ulysses, PA 16948-0392Potter County
Ulysses BoroughUNT to Genesee River
14Y
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.
PA0011282, Industrial Waste, SIC 4941, Aqua Pennsylvania, Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010. This proposed facility is located in Springfield Township, Delaware County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated process wastewater from the Crum Creek Water Filtration Plant.
The receiving stream, Crum Creek, is in the State Water Plan Watershed 3G and is classified for: WWF, aquatic life, water supply and recreation. There is no downstream public water supply intake below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an emergency discharge flow:
Concentration (mg/l) Instantaneous Average Maximum Maximum Parameters Monthly Daily (mg/l) TSS 30 60 75 Aluminum, Total 1.24 2.48 3.10 Iron, Total 2.0 4.0 5.0 Manganese, Total 1.0 2.0 2.5 pH 6.0 to 9.0 Standard Units at all times
TRC 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report
Chloroform Monitor and Report
Dichlorobromomethane Monitor and Report
The proposed effluent limits for Outfall 002 are based on a design flow of 0.89 mgd:
Concentration (mg/l) Instantaneous Average Maximum Maximum Parameters Monthly Daily (mg/l) TSS 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 2.0 4.0 5.0 pH 6.0 to 9.0 Standard Units at all times
TRC 0.5 1.0 1.2 Chlorodibromomethane Monitor and Reportc Chloroform Monitor and Report Dichlorobromomethane Monitor and Report
The proposed effluent limits for Outfalls 003 and 004 are based on emergency discharge flows:
Concentration (mg/l) Maximum Parameters Daily TSS Monitor and Report
Aluminum, Total Monitor and Report
Iron, Total Monitor and Report
Manganese, Total Monitor and Report pH 6.0 to 9.0 Standard Units at all times The proposed effluent limits for Outfall 013 are based on a design flow of 0.094 mgd:
Concentration (mg/l) Instantaneous Average Maximum Parameters Monthly (mg/l) TRC 0.5 1.0 pH 6.0 to 9.0 Standard Units at all times Outfalls 006—009 and 014 are not required to monitor based on the groundwater flow.
Outfalls 010 and 011 are not required to monitor based on the raw creek water flow.
In addition to the effluent limits, the permit contains the following major special conditions:
1. Remedial Measures if Unsatisfactory Effluent.
2. Small Stream Discharge.
3. ELG Reopener.
4. Change in Ownership.
5. Proper Sludge Disposal.
6. TRC Restriction for Potable Drinking Water Discharge.
7. Notification to DEP.
PA0056413, Sewage, Lower Salford Township Authority, P. O. Box 243, Harleysville, PA 19438. This facility is located in Lower Salford Township, Montgomery County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated sewage from Mainland STP.
The receiving stream, Skippack Creek, is in the State Water Plan Watershed 3E and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Aqua Pennsylvania is located on Perkiomen Creek.
The proposed effluent limits for Outfall 001 based on an average design flow of 0.900 mgd:
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 1.4 2.8 (11-1 to 4-30) 4.2 8.4 NO2 + NO3 as N Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Phosphorous (as P) first 12 months (4-1 to 10-31) 2.0 4.0 (11-1 to 3-31) Monitor and Report
after 12 months (4-1 to 10-31) 1.0 2.0 (11-1 to 3-31) 2.0 4.0 Fecal Coliform 200 #/100 ml as a Geometric Mean, nor
greater than 1,000 #/100 ml in more than 10% of samples
Dissolved Oxygen Minimum of 6.0 mg/l at all times
pH Within limits of 6.0 to 9.0 Standard Units at all times
Copper, Total Monitor and Report
Hardness, Total Monitor and Report
Iron, Total Monitor and Report Iron, Dissolved Monitor and Report Aluminum, Total Monitor and Report
In addition to the effluent limits, the permit contains the following major special conditions:
1. Designation of Responsible Operator.
2. Remedial Measures if Public Nuisance.
3. No Stormwater to Sewers.
4. Necessary Property Rights.
5. Small Stream Discharge.
6. Change in Ownership.
7. Proper Sludge Disposal.
8. TMDL/WLA Analysis.
9. UV Disinfection.
10. Laboratory Certification.
PA0026603, Sewage, SIC 4952, Borough of Ambler, 122 East Butler Avenue, Ambler, PA 19002-4476. This existing facility is located in Upper Dublin Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit for discharge of treated effluent and site stormwater from Ambler Borough Sewage Treatment Plant.
The receiving stream, Wissahickon Creek, is in the State Water Plan Watershed 3F and is classified for: TSF, MF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Philadelphia Water Department is located on the Schuylkill River and is approximately 13 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an average annual design flow of 6.5 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 Total Suspended Solids 30 45 40 NH3-N (5-1 to 10-31) 1.5 60 (11-1 to 4-30) 4.5 3.0 Dissolved Oxygen 7.0, I-Minimum 9.0 pH (Standard Units) 6.0, I-Minimum Fecal Coliform (col/100 ml) 200 9.0 Ortho-Phosphorus as P: (4-1 to 10-31) 1.0 1,000* (11-1 to 3-31) 4.0 2.0 Aluminum (Issuance—Year 3) Monitor Monitor 8.0 (Year 4—Expiration) 0.742 1.158 Copper, Total Monitor Monitor
Chromium, Hexavalent Monitor Monitor Chromium, Total Monitor Monitor Silver, Total Monitor Monitor Lead, Total Monitor Monitor Arsenic, Total Monitor Monitor Cadmium, Total Monitor Monitor Mercury, Total Monitor Monitor Nickel, Total Monitor Monitor Zinc, Total Monitor Monitor Cyanide, Free Monitor Monitor Selenium, Total Monitor Monitor Phenolics, Total Monitor Monitor Hardness as CaCO3 Monitor Monitor
Total Residual Chlorine 0.1 0.3 (NO2 + NO3) as N Monitor Monitor
Total Dissolved Solids 1,000 2,500 * Not to exceed 1,000 col/100 ml in greater than 10% of the samples.
The proposed effluent limits for Stormwater Outfall 006 are based on a design flow of an average storm event:
Average Average Maximum Instantaneous Parameters Annual (mg/l) Semi-Annual (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 Monitor Monitor COD Monitor Monitor
Oil and Grease Monitor Monitor
pH Monitor Monitor
Total Suspended Solids Monitor Monitor
Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor Fecal Coliform (col/100 ml) Monitor Monitor In addition to the effluent limits, the permit contains the following major special conditions:
1. Definition of Average Weekly.
2. Remedial Measures if Public Nuisance.
3. No Stormwater to Sanitary Sewers.
4. Necessary Property Rights.
5. Specification of Test Methods.
6. Upstream Monitoring.
7. Instantaneous Maximum Limitations.
8. Proper Sludge Handling.
9. Whole Effluent Toxicity Testing with Renewal.
10. Pretreatment Program.
11. Stormwater Requirements.
12. Notification of Designation of Responsible Operator.
13. Operator Training.
14. Operations and Maintenance Plan.
15. Laboratory Certification.
16. Fecal Coliform Reporting.
The EPA waiver is not in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0261386, Sewage, Albert C. Kuhn, P. O. Box 121, Carlisle, PA 17013. This facility is located in North Middleton Township, Cumberland County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, 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 located on the Conodoguinet Creek, approximately 2.8 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0005 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 XXX
50 Total Suspended Solids 30 XXX
60 Total Residual Chlorine Report
XXX
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) 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 0021601, Sewage, Hamburg Municipal Authority, 61 North Street, Hamburg, PA 19526. This facility is located in Hamburg Borough, Berks County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Schuylkill River, is in Watershed 3-B, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Pottstown Borough Water and Sewer Authority is located on the Schuylkill River, approximately 41 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.5 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 20 40 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
Schuylkill River TMDL
Concentration (mg/L) Parameter Monthly Average Total PCBs 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 not in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0020613, Sewage, Waynesburg Borough, 90 East High Street, Waynesburg, PA 15370. This application is for renewal of an NPDES permit to discharge treated sewage from Waynesburg STP in Franklin Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as South Fork Tenmile Creek, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Tri-County Joint Municipal Authority on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.8 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 4.0 6.0 8.0 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
Total Residual Chlorine 0.15 0.50 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 002 and 003, which discharge to the receiving waters known as South Fork Tenmile Creek, serve as combined sewer overflows necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and/or the treatment plant. These are permitted to discharge only for such reason. There are at this time no specific effluent limitations on the outfalls. Each discharge shall be monitored for cause, frequency, duration, and quantity of flow.
The EPA waiver is in effect.
PA0025798, Sewage, Centerville Borough Sanitary Authority, P. O. Box 332, Richeyville, PA 15358. This application is for renewal of an NPDES permit to discharge treated sewage from Richeyville Sewage Treatment Plant in Centerville Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Pike Run, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Newell Municipal Authority on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.17 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 5.0 7.5 10.0 (11-1 to 4-30) 15.0 22.5 30.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a Geometric Mean
(10-1 to 4-30) 2,000/100 as a Geometric Mean
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0204064, Sewage, Jeffrey S. and Laura A. Robson, 829 Bailey's Run Road, Tarentum, PA 15084. This application is for renewal of an NPDES permit to discharge treated sewage from Robson Single-Residence STP in Frazer Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Bailey Run, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Cheswick Borough Water Department.
Outfall 001: existing discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 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
Total Residual Chlorine Monitor and Report pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0263605, Sewage, Joanne F. and Richard A. Mosier SFTF, 26833 Highway 408, Cambridge Springs, PA 16403. This proposed facility is located in Rockdale Township, Crawford County.
Description of Proposed Activity: a new discharge of treated residential sewage from a Small Flow Treatment Facility.
The receiving water is the UNT to Dead Creek. The receiving stream is in State Water Plan 16-A and is classified for the following uses: HQ-TSF, aquatic life, water supply and recreation. The nearest downstream potable water supply, Cambridge Springs Borough water intake, is located on the French Creek and is approximately 10.0 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform 200/100 ml as a Geometric Average
pH 6.0 to 9.0 Standard Units at all times XX—Monitor and report.
The EPA waiver is in effect.
PA0240133, Amendment No. 1, Industrial Waste, Mahoning Distribution, Inc., 35 Main Street, Corsica, PA 15829-6115. This proposed facility is located in Knox Borough, Clarion County.
Description of Proposed Activity: A new NPDES permit for a new discharge of remediated groundwater contaminated with unleaded gasoline.
The receiving water is UNT to Canoe Creek. The receiving stream is in State Water Plan 17-B and is classified for the following uses: HQ-CWF, aquatic life, water supply and recreation. The nearest downstream potable water supply, Parker City Water System intake, is located on the Allegheny River and is approximately 18.8 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.004608 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameters Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX
Benzene 0.001 0.0025 Total BTEX 0.1 0.25 Toluene 0.01 0.025 Ethylbenzene 0.01 0.025 Total Xylenes 0.01 0.025 MTBE XX
XX
pH 6.0 to 9.0 Standard Units at all times
Oil and Grease 10 20 Dissolved Iron 1.7 Total Suspended Solids 10 20 XX—Monitor and Report
The EPA waiver is in effect.
Northwest Region: Oil and Gas Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0105295, Industrial Waste, Minard Run Oil Company—Dent Water Treatment Facility, P. O. Box 18, Bradford, PA 16701. This existing facility is located in Lafayette Township, McKean County.
Description of Proposed Activity: renewal of an existing discharge of treated industrial waste.
For the purpose of evaluating effluent requirements for TDS, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is Tunungwant Creek at the PA/NY state border, approximately 13 miles below the point of discharge.
The receiving stream, Lewis Run, is in Watershed 16-C and classified for: HQ-CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002 are based on a maximum flow of 0.016 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameters Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) 0.016 Total Suspended Solids 30 60 Oil and Grease 15 30 Total Iron 3.5 7.0 TDS (January) 39,026 XX
XX
(February) 39,853 XX
XX (March) 68,236 XX
XX
(April) 83,341 XX
XX
(May) 40,362 XX
XX
(June) 20,194 XX
XX
(July) 13,948 XX
XX
(August) 9,431 XX
XX
(September) 8,765 XX
XX
(October) 11,541 XX
XX
(November) 29,132 XX
XX
(December) 50,168 XX
XX
Benzene 0.380 0.761 0.951 Acidity Less than Alkalinity Alkalinity XX
Chloride XX
Sulfate XX
pH 6.0 to 9.0 Standard Units at all times XX—Monitor and Report
The EPA waiver is in effect.
Northwest Region: Oil and Gas Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0263516, Industrial Waste, Pennsylvania Brine Treatment, Inc.—Rouseville Facility, 5148 US Route 322, Franklin, PA 16323. This proposed facility is located in Cornplanter Township, Venango County.
Description of Proposed Activity: a new discharge of treated industrial waste.
The receiving water is Oil Creek. The receiving stream is in State Water Plan 16-E and is classified for the following uses: WWF, aquatic life, water supply and recreation. The nearest downstream potable water supply, Aqua Pennsylvania at Emlenton, is located on the Allegheny River and is approximately 44 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.08 mgd.
Interim Limits—These limits will be applicable from issuance date through December 31, 2010.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) 0.08 Oil and Grease 15 30 TSS 30 60 BOD5 53 163 16.3 Iron (Total) 3 6 7.5 Ammonia 25 50 62.5 Barium 10 20 25 Strontium 10 20 25 Manganese 2 4 5 Copper 0.757 0.865 1.893 Zinc 0.420 0.497 1.05 Acetone 7.97 30.2 30.2 Acetophenone 0.0562 0.114 0.140 2-Butanone 1.85 4.81 4.81 o-Cresol 0.561 1.92 1.92 p-Cresol 0.205 0.699 0.699 Phenol 1.08 3.65 3.65 Pyridine 0.182 0.37 0.455 2,4,6-Trichlorophenol 0.106 0.155 0.263 TDS (January) 631,798 XX
XX
(February) 757,738 XX
XX
(March) 1,269,933 XX
XX
(April) 1,284,434 XX
XX
(May) 767,389 XX
XX
(June) 375,923 XX
XX
(July) 239,949 XX
XX
(August) 189,660 XX
XX
(September) 155,779 XX
XX
(October) 213,298 XX
XX (November) 415,315 XX
XX
(December) 682,124 XX
XX
Acidity Less than Alkalinity
Sulfate XX
XX Chloride XX
XX
Benzene XX
XX
Lead XX
XX
Aluminum XX
XX
Alkalinity XX
XX
pH Within limits of 6.0 to 9.0 Standard Units at all times. The proposed effluent limits for Outfall 001 based on a design flow of 0.08 mgd.
Final Limits: These limits will be applicable from January 1, 2011, until the permit expires.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) 0.08 Oil and Grease 15 30 TSS 30 60 BOD5 53 163 16.3 Iron (Total) 3 6 7.5 Ammonia 25 50 62.5 Barium 10 20 25 Strontium 10 20 25 Manganese 2 4 5 Copper 0.757 0.865 1.893 Zinc 0.420 0.497 1.05 Acetone 7.97 30.2 30.2 Acetophenone 0.0562 0.114 0.140 2-Butanone 1.85 4.81 4.81 o-Cresol 0.561 1.92 1.92 p-Cresol 0.205 0.699 0.699 Phenol 1.08 3.65 3.65 Pyridine 0.182 0.37 0.455 2,4,6-Trichlorophenol 0.106 0.155 0.265 TDS 500 1000 1250 Acidity Less than Alkalinity
Sulfate 250 500 625 Chloride 250 500 625 Benzene XX
XX
Lead XX
XX Aluminum XX
XX
Alkalinity XX
XX
pH Within limits of 6.0 to 9.0 Standard Units at all times. XX—Monitor and report on monthly DMRs.
The EPA waiver is not in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1—691.1001)
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
WQM Permit No. 1509409, Sewerage, Lower Oxford Township, 220 Township Road, Oxford, PA 19363. This proposed facility is located in Lower Oxford Township, Chester County.
Description of Action/Activity: Construct an LPS system to collect sewers along a section of Route 10 and construct a force main for a proposed pump station not included in this project.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 4509403, Sewerage, Tobyhanna Army Depot, 11 Hap Arnold Boulevard, Tobyhanna, PA 18466-5100. This proposed facility is located in Coolbaugh Township, Monroe County.
Description of Proposed Action/Activity: This project is for an upgrade to the existing wastewater treatment plant process and structures at the Tobyhanna Army Depot wastewater treatment plant.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 0692402, Amendment 09-1, Sewerage, Exeter Township, Berks County, Authority, 4975 De Moss Road, Reading, PA 19606. This proposed facility is located in Birdsboro Borough, Berks County.
Description of Proposed Action/Activity: Replace existing dewater equipment and provide sludge drying equipment at existing plant.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 4909402, Sewerage, SIC 4952, Shamokin-Coal Township Joint Sewer Authority, 114 Bridge Street, Shamokin, PA 17872-9603. This proposed facility will be located in Coal Township and the City of Shamokin, Northumberland County.
Description of Proposed Action/Activity: The applicant proposes the Springfield Area Sanitary Sewer Separation.
WQM Permit No. 4709402, Sewage, SIC 4952, Danville Municipal Authority, P. O. Box 179, 12 West Market Street, Danville, PA 17821. This proposed facility is located in Danville, Montour County.
Description of Proposed Action/Activity: The applicant proposes to renovate their sewage plant for total nitrogen and phosphorus removal.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
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