[37 Pa.B. 5169]
[Saturday, September 22, 2007]
[Continued from previous Web Page] Application No. PA 0030643, Sewage, Borough of Shippensburg, 111 North Fayette Street, Shippensburg, PA 17257-0129. This facility is located in Southampton Township, Franklin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Middle Spring Creek, is in Watershed 7-B, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for the Borough of Carlisle is located on the Conodoguinet Creek, approximately 39 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 3.3 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 (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15 Total Residual Chlorine 0.26 0.87 Total Phosphorus 0.50 1.0 Total Aluminum (PED to 7-31-09) Report (8-1-09 to PED) 0.782 1.95 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
Chesapeake Bay Requirements Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Ammonia-N Report Report Report** Kjeldahl-N Report Report XXX Nitrate-Nitrite as N Report Report XXX Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen XXX Report 60,273* Net Total Phosphorus XXX Report 8,036* * The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department of Environmental Protection's (Department) Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in Supplemental Discharge Monitoring Report (DMRs) submitted to the Department.
* Net Total Nitrogen and Net Total Phosphorus limits compliance date will begin on October 1, 2010. Since these reporting requirements are annual loads, reporting on compliance with the annual limitations will be required on the Supplemental DMR--Annual Nutrient Summary by November 28, 2011. The facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until October 1, 2010.
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary by November 28, 2011.
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.
Application No. PA 0037150, Sewage, Penn Township Board of Commissioners, 20 Wayne Avenue, Hanover, PA 17331. This facility is located in Penn Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Oil Creek, is in Watershed 7-H, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 40.5 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 4.2 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Total Suspended Solids 30 45 60 Ammonia-N (5-1 to 10-31) 1.2 2.4 (11-1 to 4-30) 3.6 7.2 Total Residual Chlorine 0.14 0.45 Total Phosphorus 2.0 4.0 Free Cyanide (Interim)(1) Monitor and Report Free Cyanide (Final)(1) 0.0056 0.014 BEHP (Interim)(1) Monitor and Report BEHP (Final)(1) 0.003 0.0075 Chlorodibromo-methane (Interim)(1) Monitor and Report Chlorodibromo-methane (Final)(1) 0.0007 0.0018 Dichlorobromo-methane (Interim)(1) Monitor and Report Dichlorobromo-methane (Final)(1) 0.0009 0.0023 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 (1) The Final limits will be in effect 3 years after permit issuance. The Interim requirement will be to Monitor and Report.
Chesapeake Bay Requirements Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Ammonia-N Report Report Report** Kjeldahl-N Report Report XXX Nitrate-Nitrite as N Report Report XXX Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen XXX Report 76,711* Net Total Phosphorus XXX Report 10,228* * The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department of Environmental Protection's Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in supplemental DMRs submitted to the Department.
* Net Total Nitrogen and Net Total Phosphorus limits compliance date will begin on October 1, 2010. Since these reporting requirements are annual loads, reporting on compliance with the annual limitations will be required on the Supplemental Discharge Monitoring Report--Annual Nutrient Summary by November 28, 2011. The facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until October 1, 2010.
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary by November 28, 2011.
Outfall 002--Stormwater--Best Management Practices
In addition to the effluent limits and Best Management Practices, the permit contains the following major permit conditions:
1. Operation and Implementation of a Pretreatment Program.
2. Requirements Applicable to Stormwater Outfalls.
3. Toxicity Reduction Evaluation Requirements.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.
Application No. PA 0023744, Sewage, Northeastern York County Sewer Authority, 175 Chestnut Street, Mount Wolf, PA 17347. This facility is located in East Manchester Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Susquehanna River, is in Watershed 7-H, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 9.8 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.7 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 (5-1 to 10-31) 12 24 (11-1 to 4-30) Monitor and Report
Total Residual Chlorine 0.40 1.30 Total Phosphorus 2.0 4.0 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
Total Copper Report Total Aluminum Report Oil and Grease Report Total Mercury Report Acute Toxicity 1.0
Chesapeake Bay Requirements Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Ammonia-N Report Report Report** Kjeldahl-N Report Report XXX Nitrate-Nitrite as N Report Report XXX Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen XXX Report 31,050* Net Total Phosphorus XXX Report 4,140* * The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department of Environmental Protection's (Department) Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in Supplemental Discharge Monitoring Report (DMRs) submitted to the Department.
* Net Total Nitrogen and Net Total Phosphorus limits compliance date will begin on October 1, 2010. Since these reporting requirements are annual loads, reporting on compliance with the annual limitations will be required on the Supplemental DMR--Annual Nutrient Summary by November 28, 2011. The facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until October 1, 2010.
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary by November 28, 2011.
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.
Northcentral Region: Watershed Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0229202, CAFO, SIC 0213 and 0241, Robert Kucharski, R. R. 1, Box 76K, Liberty, PA 16930. This existing facility is located in Liberty Township, Tioga County.
Description of Proposed Activity: Kucharski Farm is an existing finishing hog and dairy farm, totaling 651.75 animal equivalent units.
The water body nearest the finishing hog operation and diary farm is a UNT to Blockhouse Creek in the Pine Creek Watershed (SWP-09A) with a designated use of CWF.
Except for the chronic or catastrophic rainfall events defined as over 25 year/24 hour rain storms, the CAFO permit is a nondischarge NPDES permit. Where applicable compliance with 40 CFR Federal effluent limitation guidelines is required. The permit requires no other numeric effluent limitations. Compliance with the Pennsylvania Nutrient Management Act and The Clean Streams Law constitutes compliance with State narrative water quality standards.
In addition to the effluent limits, the permit contains the following major special conditions.
1. Compliance with the farm's Nutrient Management Plan.
2. Compliance with the farm's Preparedness, Prevention and Contingency Plan.
3. Compliance with the Farm's Erosion and Sedimentation Control Plan for plowing and tilling.
4. Erosion and Sedimentation Control Plan requirements for stormwater during construction activities.
5. Animal mortality handling and disposing requirements.
6. Certification requirements for manure storage facilities.
7. Requirements for storage of feed and other raw materials.
8. Best Management Practices requirements.The EPA waiver will not be in effect.
PA0228974, CAFO, SIC 0213, 0251 and 0211, George C. Richard, R. D. 1, Box 621, Elysburg, PA 17824. This existing facility is located in Locust and Cleveland Townships, Columbia County.
Description of Proposed Activity: Scattered Acres Farm is an existing finishing hog, broiler chicken and beef steer feedlot farm, totaling 748.4 animal equivalent units.
The water bodies nearest to both the finishing hog facility and the broiler chicken and beef steer feedlot facility are two UNTs to Roaring Creek in the Roaring Creek Watershed (SWP-5E) and both have a designated use of CWF.
Except for the chronic or catastrophic rainfall events defined as over 25 year/24 hour rain storms, the CAFO permit is a nondischarge NPDES permit. Where applicable compliance with 40 CFR Federal effluent limitation guidelines is required. The permit requires no other numeric effluent limitations. Compliance with the Pennsylvania Nutrient Management Act and the Clean Streams Law constitutes compliance with state narrative water quality standards.
In addition to the effluent limits, the permit contains the following major special conditions.
1. Compliance with the farm's Nutrient Management Plan.
2. Compliance with the farm's Preparedness, Prevention and Contingency Plan.
3. Compliance with the Farm's Erosion & Sedimentation Control Plan for plowing and tilling.
4. Erosion and Sedimentation Control Plan requirements for stormwater during construction activities.
5. Animal mortality handling and disposing requirements.
6. Certification requirements for manure storage facilities.
7. Requirements for storage of feed and other raw materials.
8. Best Management Practices requirements.The EPA waiver will not be in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0001201, Industrial Waste, SIC 3674, Powerex, Inc., 173 Pavilion Lane, Youngwood, PA 15697-1800. This application is for renewal of an NPDES permit to discharge treated process water and sewage from the Youngwood Plant in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Sewickley 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 Westmoreland County Municipal Water Authority-McKeesport, located at McKeesport, 29.4 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.198 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
CBOD5 (5-1 to 10-30) 10 20 (11-1 to 4-30) 20 40 Ammonia-Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml 1,000/100 ml (10-1 to 4-30) 2,000/100 ml 10,000/100 ml Total Suspended Solids 30 60 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Other Conditions: Part C conditions concerning sludge disposal, floating materials, stormwater discharges, TRC minimization, BOD and TSS effluent values and chemical additives.
Outfall 101: existing discharge to Outfall 001. (0.175 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 31 60 Chromium 1.59 3.18 Oil and Grease 15 30 Cadmium 0.0063 0.013 Copper 0.175 0.35 Lead 0.022 0.044 Zinc 0.277 0.544 Silver 0.0015 0.003 Nickel 0.55 1.1 Fluoride 16.6 33.2 Trichloroethylene 0.162 0.324 Cyanide Total 0.65 1.2 TTO 1.37 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0094226, Industrial Waste, SIC, 4941, Wilkinsburg-Penn Joint Water Authority Water Treatment Plant, 2200 Robinson Boulevard, Wilkinsburg, PA 15221. This application is for issuance of an NPDES permit to discharge filter backwash water from Wilkinsburg Water Treatment Plant in Penn Hills Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny 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 City of Pittsburgh Water Treatment Plant, located at Allegheny River, 1.0 miles below the discharge point.
Outfall 001: existing discharge, design flow of 1.6 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
TSS 30 60 Iron (T) 2 4 Aluminum (T) 4 8 Manganese (T) 1 2 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0205991, Industrial Waste, SIC, 4941, Moon Township Municipal Authority, 1700 Beaver Grade Road, Suite 200, Coraopolis, PA 15108. This application is for renewal of an NPDES permit to discharge treated process and untreated storm water from the Moon Township Water Filtration Plant in Moon Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, the 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 the Midland Borough Water Authority, located at 25 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.065 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids 30 60 Iron 2 4 Aluminum 4 8 Manganese 1 2 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 001: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of those sources previously monitored at IMP 101 and uncontaminated stormwater runoff from roof drains and parking lot drains. Outfalls 002--004: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from these outfalls shall consist of uncontaminated stormwater runoff only. PA0026417, Sewage, Municipality of Penn Hills, 12245 Frankstown Road, Pittsburgh, PA 15235. This application is for renewal of an NPDES permit to discharge treated sewage from Plum Creek Sewage Treatment Plant in Municipality of Penn Hills, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny River, 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: Fox Chapel Water Authority.
Outfall 001: existing discharge, design flow of 3.9 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0043435, Sewage, L & S Wastewater Treatment Company, Inc., P. O. Box 254, Cecil, PA 15321. This application is for renewal of an NPDES permit to discharge treated sewage from Monaco Manor Sewage Treatment Plant in Cecil Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Drainage Swale Tributary to a UNT of Coal 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: West View Municipal Authority located on the Ohio River.
Outfall 001: existing discharge, design flow of 0.03 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 25 50 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 1.4 3.3 Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0091243, Sewage, Allegheny Trails Council, Flag Plaza, 1275 Bedford Avenue, Pittsburgh, PA 15219. This application is for renewal of an NPDES permit to discharge treated sewage from Heritage Reservation STP in Wharton Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Pine 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 Point Marion Water Authority located on the Cheat River.
Outfall 001: existing discharge, design flow of 0.017 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.5 7.0 Nitrite and Nitrate 10 20 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 1.4 3.3 Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0094455, Sewage, Derry Township Municipal Authority, P. O. Box 250, New Derry, PA 15671. This application is for renewal of an NPDES permit to discharge treated sewage from Dogwood Acres MHP STP in Derry Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as McGee 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 Municipal Authority of Buffalo Township.
Outfall 001: existing discharge, design flow of 0.035 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 11.0 22.0 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 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0098094, Sewage, Stonewood Family Partnership, LP, 116 East Pittsburgh Street, Greensburg, PA 15601. This application is for renewal of an NPDES permit to discharge treated sewage from Pittsburgh Airport Park STP in Independence Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Raccoon 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 Midland Borough Water Works.
Outfall 001: existing discharge, design flow of 0.0125 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 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217786, Sewage, New Eagle Borough Municipal Sewer Authority, 157 Main Street, New Eagle, PA 15067. This application is for renewal of an NPDES permit to discharge treated sewage from Borough of New Eagle STP in New Eagle Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela River, 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 PA American Water Works.
Outfall 001: existing discharge, design flow of 0.8 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 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 0.5 1.6 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218197, Sewage, Michael P. Baycura, 131 Cardinal Drive, New Brighton, PA 15066. This application is for renewal of an NPDES permit to discharge treated sewage from Steven's Trail Small Flow Sewage Treatment Plant in Daugherty Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Swale tributary to a UNT of Blockhouse 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 Arco Chemical Company Beaver Valley Plant on the Ohio River.
Outfall 001: existing discharge, design flow of 0.0015 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 Monitor and Report
Dissolved Oxygen not less than 3 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0219347, Sewage, Patricia L. Iams, 4124 Finleyville-Elrama Road, Finleyville, PA 15332. This application is for renewal of an NPDES permit to discharge treated sewage from Iams SR STP in Union Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Lobbs 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 PA American Water Company--Pittsburgh District.
Outfall 001: existing discharge, design flow of 0.0008 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 20 40 Ammonia Nitrogen 3.0 6.0 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 Monitor and Report
Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0253499, Sewage, Janice Polito, 256 Park Lane, Darlington, PA 16115. This application is for issuance of an NPDES permit to discharge treated sewage from Polito Property SRSTP in Big Beaver Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT to Clarks Run, which are classified as a HQ-CWF 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 East Liverpool, OH.
Outfall 001: new discharge, design flow of 0.0005 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 20 40 Ammonia Nitrogen (5-1 to 10-31) 5.0 10.0 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 Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 2107407, Sewerage, Richard and Carrie Roush, 125 Frytown Road, Carlisle, PA 17015. This proposed facility is located in Upper Frankford Township, Cumberland County.
Description of Proposed Action/Activity: Seeking approval for the construction/operation of a small flow sewage treatment system to serve their single-family residence on the South side of Frytown Road.
WQM Permit No. 6707409, Sewerage, Tom and Judith McShane, 5785 Anderson Road, Stewartstown, PA 17363. This proposed facility is located in Peach Bottom Township, York County.
Description of Proposed Action/Activity: Seeking approval for the construction/operation of small flow sewage treatment system to serve their single-family residence on Gemmill Road in Delta.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 6085403-A1, Sewerage 4952, Kelly Township Municipal Authority, 405 Winter Farm Road, Lewisburg, PA 17837. This proposed facility is located in Kelly Township, Union County.
Description of Proposed Action/Activity: The applicant proposes upgrading the existing waste water treatment plant by replacing the current aeration system on the aerobic digester with a diffused aeration system. The upgrade will include removal of current air supply configuration and replacement with fine bubble membrane diffusers, positive displacement blowers and piping.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 0307201, Industrial Waste, Reliant Energy Northeast Management Company, 121 Champion Way, Suite 200, Canonsburg, PA 15317. This proposed facility is located in Plum Creek Township, Armstrong County.
Description of Proposed Action/Activity: Application for the installation and operation of FGD system.
WQM Permit No. 0207404, Sewerage, West Elizabeth Sanitary Authority, 125 Lower First Street, West Elizabeth, PA 15088. This existing facility is located in West Elizabeth Borough, Allegheny County.
Description of Proposed Action/Activity: Application for the construction and operation of a sewer separation.
The Pennsylvania Infrastructure Investment Authority which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department of Environmental Protection's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
WQM Permit No. 6507402, Sewerage, Kiski Valley Water Pollution Control Authority, 1361 School Road, Leechburg, PA 15656. This existing facility is located in Bell Township, Westmoreland County.
Description of Proposed Action/Activity: Application for the installation and operation of electrical equipment, raw sewage pumps and emergency generator.
WQM Permit No. 1106404, Sewerage, Jackson/East Taylor Township Sewer Authority, 2603 William Penn Avenue, Johnstown, PA 15905. This proposed facility is located in Jackson and East Taylor Townships, Cambria County.
Description of Proposed Action/Activity: Application for the construction and operation of sewer collection system.
The Pennsylvania Infrastructure Investment Authority which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department of Environmental Protection's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
WQM Permit No. 0407402, Sewerage, Township of Hopewell, 1700 Clark Boulevard, Aliquippa, PA 15001. This existing facility is located in Hopewell Township, Beaver County.
Description of Proposed Action/Activity: Application for upgrade to wastewater pump station and associated force main.
WQM Permit No. 0207405, Sewerage, Elizabeth Township Sanitary Authority, 2420 Greenock Buena Vista Road, McKeesport, PA 15135. This proposed facility is located in Elizabeth Township, Allegheny County.
Description of Proposed Action/Activity: Application for the construction and operation of new gravity sewer.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI015107003 PECO Energy Company
400 Park Avenue
Warminster, PA 18974Philadelphia City of Philadelphia Schuylkill River
WWFPAI011507037 Horseshoe Village Associates
1518 Meadowbrook Lane
West Chester, PA 19380Chester West Brandywine Township UNT Culbertson Run
HQ-TSF-MFPAI011507038 Pelet Family Limited Partnership
P. O. Box 56
Atglen, PA 19310Chester West Caln Township Birch Run
HQ-CWFPAI011507040 GenTerra Corporation
65 Dowlin Forge Road
Exton, PA 19341-1548Chester Wallace Township UNT Marsh Creek
HQ-TSF-MFPAI011507041 The Harlan Corporation
214 Pond View Drive
Chadds Ford, PA 19317Chester West Brandywine Township UNT Indian Run
HQ-CWFNortheast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Lehigh County Conservation District: Lehigh Agriculture Center, Suite 102, 4184 Dorney Park Road, Allentown, PA 18104, (610) 391-9583.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023904003(1) Lehigh--Northampton Airport Authority
Attn: Brian Sinnwell
3311 Airport Road
Allentown, PA 18109Lehigh City of Allentown Little Lehigh Creek
HQ-CWFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI032807007 Jeff Robinson
Maxon Dixon Trucks & Carriers
P. O. Box 250
Greencastle, PA 17225Franklin Antrim Township UNT to Muddy Run
HQ-CWF
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 Concentrated Animal Feeding Operations (CAFOs) PAG-13 Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
CAFO Notices of Intent Received
Northcentral Region: Watershed Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
PAG124829, CAFO (SIC 0252), Jonathon Stauffer, 6430 Route 225, Elizabethville, PA 17023. This existing facility is located in Upper Mahanoy Township, Northumberland County.
Description of Size and Scope of Proposed Operation/Activity: The applicant proposes the issuance of a CAFO General Permit for his poultry-layer farm, a newly regulated facility according to the revised CAFO regulations. The facility is comprised of a single high rise barn with no external manure storage. Animals onsite include 87,800 chickens, for a total of 289.74 animal equivalent units.
The receiving stream, UNT to Schwaben Creek is in Watershed 6B (Mahanoy Creek) and is classified for TSF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.
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