NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[40 Pa.B. 1780]
[Saturday, April 3, 2010]
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. Phone: 717-705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed #) EPA Waived Y/N ? PA0025381
(Sew)Saxton Borough Municipal Authority
1002 Branch Street
Saxton, PA 16678-8739Bedford County
Saxton Borough
Liberty TownshipRaystown Branch Juniata River
11-DY PA0080586
(Sew)Rodney L. Weaver
Morton Buildings, Inc.
3370 York Road
Gettysburg, PA 17325Adams County
Straban TownshipUNT Swift Run
7-FY PA0086312
(Sew)James Dorwart
Quaker Station Apartments
1375 Old Quaker Road
Etters, PA 17319York County
Fairview TownshipUNT Bennett Run
7-FY PA0023264
(Sew)Twin Boroughs Sanitary Authority
P. O. Box 118
Mifflin, PA 17058Juniata County
Milford TownshipJuniata River
12-AY PA0086185
(Sew)Washington Township Authority
185 Manors Road
Elizabethville, PA 17023Dauphin County
Washington TownshipWiconisco Creek
6-CY PA0032093
(Sew)Department of Conservation and Natural Resources—Bureau of State Parks
132 State Park
Schellsburg, PA 15559-7300Bedford County
Napier TownshipShawnee Branch
11-CY PAS223502
(Stormwater)Frey Brothers Manufacturing, Inc.
372 Puseyville Road
Quarryville, PA 17566Lancaster County
East Drumore and Little Britain TownshipsUNT West Branch Octoraro Creek
7-KY
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 ? PA0228273
(SM)Numidia WWTP
32 Country Acres Lane
Catawissa, PA 17820-8632Locust Township
Columbia CountyUnnamed Tributary to Roaring Creek
5EY PA0010651 GKN Sinter Metals
P. O. Box 493
Emporium, PA 15834Cameron County
Shippen TownshipSinnemahoning Portage Creek
8AY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0045039 Department of Conservation and Natural Resources
Oil Creek State Park
305 State Park Road
Oil City, PA 16301-9733Cornplanter Township
Venango CountyOil Creek
16-EY PA0210056 Mary Russ, d/b/a Amsterdam Estates MHP
39 Amsterdam Road
Grove City, PA 16127Liberty Township
Mercer CountyUnnamed tributary to Black Run
20-CY
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.
PA0058858, Sewage, SIC 4952, Upper Makefield Township, 1076 Eagle Road, Newtown, PA 18940. This proposed facility is located in Upper Makefield Township, Bucks County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 20,225 gpd of treated sewage into an UNT to Jericho Creek.
The receiving stream, an UNT to Jericho Creek, is in the State Water Plan watershed 2E and is classified for: warm water fishery. The nearest downstream public water supply intake for PA American Water Company is located on the Delaware River and is 7.0 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 20,225 gpd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily Maximum (mg/l) CBOD5 10 15 20 Total Suspended Solids 10 20 25 NH3-N (05-01 to 10-31) 1.5 3.0 (11-01 to 04-30) 3.0 6.0 Phosphorus as P 1.0 2.0 NO2-N and NO3-N 10.0 20.0 Dissolved Oxygen Minimum of 6.0.mg/l at all times pH Within limits of 6 to 9 STD at all times Fecal Coliform #200/100 ml #1,000/100 ml Total Dissolved Solids 1,000 2,000 In addition to the effluent limits, the permit contains the following major special conditions:
1. Responsible Operator.
2. Abandon STP.
3. Remedial Measured.
4. No Stormwater.
5. Necessary Property Rights.
6. Small Stream Discharge.
7. Change of Ownership.
8. Sewage Study Disposal.
9. I-Max Limits.
10. DMR with No Discharge.
11. 2/Month Monitoring.
12. UV Disinfection System.
13. Lab. Certification.
14. Discharge to Special Protection Waters.
15. I-Max Reporting for Fecal Coliform.
PA0058882, Industrial Waste, SIC 3272, Trans-Fleet Concrete, Inc., 101 First Avenue, P. O. Box 26483, Collegeville, PA 19335. This facility is located in West Whiteland Township, Chester County.
Description of Proposed Activity: This application requests approval of a renewal NPDES permit to discharge stormwater runoff from the site of a ready mix concrete batch plant located at 606 Jeffers Circle in Exton, PA.
The receiving stream, an unnamed tributary to Valley Creek, is in the State Water Plan watershed 3H and is classified for: CWF, MF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Average Maximum Instantaneous Maximum Parameters Monthly Daily Annual Semiannual Daily (mg/l) Total Suspended Solids 50 M/R 100 100 pH (STD) 6.0
(Minimum)9.0
(Maximum)Oil and Grease M/R M/R M/R pH (Upstream) M/R M/R M/R pH (Downstream) M/R M/R M/R M/R = Monitor/Report
In addition to the effluent limits, the permit contains the following major special conditions:
1. DMR to DEP.
2. BAT/ELG Reopener.
3. Change of Name or Ownership.
4. Stormwater Outfall Requirements.
5. In-stream pH Monitoring.
6. Laboratory Certification.
PA0244007, Sewage, Edward and Jane Bacon, 1900 Fairview Road, Glenmore, PA 19343. This existing facility is located in East Nantmeal Township, Chester County.
Description of Proposed Activity: This application is for renewal of an NPDES permit for the existing discharge of treated sewage from a single residence sewage treatment plant.
The receiving stream, an unnamed tributary to Beaver Run, is in the State Water Plan watershed 3D and is designated: HQ-TSF, MF.
The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) BOD5 10 20 Total Suspended Solids 20 40 Fecal Coliform 200/100 ml
Geometric MeanTotal Residual Chlorine 0.5 1.2 pH Within limits of 6.0 to 9.0 Standard Units at all times In addition to the effluent limits, the permit contains the following major special conditions:
1. AMR Submittal to DEP.
2. Abandon STP when Municipal Sewers Available.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Proper Sludge Disposal.
8. Total Residual Chlorine Requirement.
9. Fecal Coliform I-Max Reporting.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.PA 0261394, Sewage, SIC Code 6514, Randy S. Macko, 3315A Back Road, Halifax, PA 17032. Facility Name: Macko Res. This proposed facility is located in Jefferson Township, Dauphin County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Sewage.
The receiving stream, South Fork Powell Creek, is located in State Water Plan Watershed 6-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD:
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instantaneous Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX Report XXX XXX CBOD5 XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 60 Fecal Coliform
(CFU/100 ml)May 1 - Sep 30 XXX XXX XXX 200 Geometric Mean XXX XXX Oct 1 - Apr 30 XXX XXX XXX 2,000 Geometric Mean XXX XXX You 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 0021849, Sewage, Millerstown Borough, 44 North High Street, P. O. Box E, Millerstown, PA 17062. This facility is located in Greenwood Township, Perry County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Juniata River, is in Watershed 12-B, and classified for warm water fishery, water supply, recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on the Susquehanna River, approximately 23 miles downstream. The discharge is not expected to affect the water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 0.10 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 Report Total Residual Chlorine 1.5 2.5 Total Phosphorus Report 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 The proposed final effluent limits for Outfall 001 for a design flow of 0.12 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 Report Total Residual Chlorine 1.5 2.5 Total Phosphorus Report 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 Monthly Annual Average 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 6,697* Net Total Phosphorus XXX Report 974* * 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 Reports submitted to the Department.
You may make an appointment to review the Department'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 0014672, Industrial Waste, SIC Code 3691/3341, Exide Technologies (Reading Smelter), Spring Valley Road and Nolan Street, Reading, PA 19605. This facility is located in Muhlenberg Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste and stormwater.
The receiving stream, Schuylkill River (101 and 201)/Bernhart Creek (202), is in Watershed 3-C, and classified for warm water fishery, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Borough of Pottstown Water and Sewer located on the Schuylkill River, approximately 23 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 101 based on a design flow of 0.25 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Averge Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive Total Residual Chlorine 0.5 1 Total Suspended Solids 63 125 30 60 75 Total Dissolved Solids 11,209 20,000 6,000 7,500 7,500 Total Copper 1.398 2.881 0.671 1.382 1.678 Total Lead 0.3 0.645 0.144 0.309 0.36 Total Iron 0.231 0.42 0.111 0.201 0.277 Total Antimony 1.834 4.114 0.88 1.973 2.2 Total Arsenic 1.067 2.601 0.512 1.248 1.28 Total Zinc 0.893 2.165 0.428 1.038 1.07 Oil and Grease 31 62 15 30 30 NH3-N 12 24 5 10 12 CBOD5 52 83 25 40 50 The proposed effluent limits for Outfall 201 based on a design flow of 0.40 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH From 6.0 to 9.0 inclusive Total Suspended Solids 30 60 75 Total Dissolved Solids 6,000 7,500 7,500 Total Copper 0.71 1.42 2.0 Total Lead 2.0 4.0 5.0 Total Antimony 3.87 7.74 10 Total Zinc 5.68 11.36 14 Oil and Grease 15 30 30 The proposed effluent limits for Outfall 002 for a design flow of 0.40 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH From 6.0 to 9.0 inclusive Total Suspended Solids Report Total Dissolved Solids Report Total Copper Report Total Lead Report Total Antimony Report Total Zinc Report Oil and Grease Report You 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 0008010, Industrial Waste, SIC Code 2015, Hain Pure Corporation, 220 North Center Street, Fredericksburg, PA 17026. This facility is located in Bethel Township, Lebanon County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Beach Run, is in Watershed 7-D, and classified for warm water fishery, water supply, recreation and fish consumption. The nearest downstream public water supply intake is the Philadelphia Water Company located on the Swatara Creek, approximately 29 miles downstream. The discharge is not expected to affect the water supply.
The proposed interim effluent limits for Outfall 001 based on a design flow of 0.15 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 Report Report 20 40 50 Total Suspended Solids Report Report 25 50 75 Ammonia Nitrogen as N (5/1 to 10/31) 3.1 6.2 2.5 5 6.25 (11/1 to 4/30) 9.3 18.7 7.5 15 18.75 Total Residual Chlorine 0.1 0.33 Total Phosphorus 2.5 5 2 4 5 Oil and Grease Report Report Report Report Dissolved Oxygen Minimum of 5.0 at all times. pH Within the range of 6 to 9 standard units at all time. Fecal Coliform (5/1 to 9/30) 200/100 ml as a Geometric Average Value. (10/1 to 4/30) 400/100 ml as Geometric Average.
Chesapeake Bay/Elizabeth Run TMDL Requirements
Concentration (mg/l) Mass (lbs) Parameters Monthly Monthly Annual Total Suspended Solids Report Report Total Phosphorus Report Report TKN Report Report NO2+NO3-N Report Report Total Nitrogen Report Report NH3-N Report Report CBOD5 5 D.O. 7 The proposed final effluent limits for Outfall 001 based on a design flow of 0.15 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 6.2 12.5 5 10 12.5 Total Suspended Solids 12.5 25 10 20 25 Ammonia Nitrogen as N (5/1 to 10/31) 3.1 6.2 2.5 5 6.25 (11/1 to 4/30) 5 10 4.0 8 10 Total Residual Chlorine 0.1 0.33 Total Phosphorus 0.63 1.25 0.5 1.0 1.25 Oil and Grease 10 17.5 8 14 20 Dissolved Oxygen Minimum of 7.0 at all times. pH Within the range of 6 to 9 standard units at all time. Fecal Coliform (5/1 to 9/30) 200/100 ml as a Geometric Average Value. (10/1 to 4/30) 400/100 ml as Geometric Average. You 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 Regional Office: Regional Water Management Program Manager, 208 West Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570-327-0532.PA0110965, Sewage, SIC Code 4952, Mid Centre County Authority, P. O. Box 811, Milesburg, PA 16853-0811. Facility Name: Mid Centre County Authority Sewer System STP. This existing facility is located in Boggs Township, Centre County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.
The receiving stream(s), Unnamed Tributary to Bald Eagle Creek, is located in State Water Plan watershed 9-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.0 MGD.
Mass (lb/day) Concentration (mg/l) Average Weekly Average Weekly Instantaneous Parameters Monthly Average Minimum Monthly Average Maximum Flow (MGD) Report Report Daily Maximum pH (S.U.) 6.0 9.0 CBOD5 May 1 - Oct 31 83 125 10 15 20 Nov 1 - Apr 30 167 250 20 30 40 Total Suspended Solids May 1 - Oct 31 83 125 10 15 20 Nov 1 - Apr 30 167 250 20 30 40 Fecal Coliform
(CFU/100 ml)May 1 - Sep 30 200 Geometric
Mean
Oct 1 - Apr 30 2,000 Geometric
MeanUV Intensity (%) Report Ammonia-Nitrogen May 1 - Oct 31 25 38 3.0 4.5 6.0 Nov 1 - Apr 30 75 113 9.0 14 18 Dissolved Phosphorus 8.3 13 1.0 1.5 2.0 Total Phosphorus Report The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.
Mass (lb/day) Concentration (mg/l) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia-N Report Report Report Kjeldahl-N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen 18,265* Net Total Phosphorus 2,435* * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department of Environmental Protection's (Department) Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
* The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2011. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2011. This facility is required to monitor and report for Total Nitrogen and Total Phosphorus from the effective date of the permit until September 30, 2011.
In addition, the permit contains the following major special conditions:
• Compliance schedule for PART A I;
• Chesapeake Bay Nutrient Requirements
• Requires management and reporting of biosolids within the treatment process.
• Requirements Applicable To Stormwater
• Requires chronic whole effluent toxicity tests be submitted with the next renewal application
You may make an appointment to review the Department's files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA waiver is not in effect.
PA0229121, CAFO, SIC 0259, Cotner Farms Inc., 127 Rushtown Road, Danville, PA 17821. This proposed facility is located in Rush Township, Northumberland County.
Description of Proposed Activity: Poultry operation with layer chickens.
The receiving streams, Logan and Wilson Runs, are in the State Water Plan Catawissa—Roaring Creek Watershed 5E and is classified for: Cold Water Fishery.
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 individual permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required.
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. Requirements for storage of feed and other raw materials.
7. Best Management Practices requirements.
8. Egg Wash Water Disposal System self inspection and reporting requirements.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000.PA0218545, Sewage, Quecreek Mining, Inc., 1576 Stoystown Road, Friedens, PA 15541. This application is for renewal of an NPDES permit to discharge treated sewage from Quecreek No. 1 Mine Portal STP in Lincoln Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Quemahoning Creek, which are classified as a cold water fishery 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 Quemahoning Reservoir.
Outfall 001: existing discharge, design flow of 0.0035 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform May 1 to Sep 30 200/100 ml as a Geometric Mean Oct 1 to Apr 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.
PA0252760, Sewage, Pine Township Supervisors, 400 Clay Avenue, P. O. Box 311, Templeton, PA 16259. This application is for renewal of an NPDES permit to discharge treated sewage from Templeton Sewage Treatment Plant in Pine Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny River, which are classified as a warm water fishery 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 Kittanning Suburban Joint Water Authority.
Outfall 001: existing discharge, design flow of 0.06 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform May 1 to Sep 30 200/100 ml as a Geometric Mean Oct 1 to Apr 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.
PA0033871, Sewage, Frank T. Perano, GSP Management Company, P. O. Box 677, Morgantown, PA 19543. This application is for renewal of an NPDES permit to discharge treated sewage from Northview Estates MHP STP in White Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of McKee Run, which are classified as a cold water fishery 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 Ernst Borough Water System.
Outfall 001: existing discharge, design flow of 0.0575 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen May 1 to Oct 31 2.5 5.0 Nov 1 to Apr 30 4.0 8.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a Geometric Mean Oct 1 to Apr 30 2,000/100 ml as a Geometric Mean Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0094676, Sewage, Twin Lakes Center, Inc., 224 Twin Lake Road, Somerset, PA 15501. This application is for renewal of an NPDES permit to discharge treated sewage from Twin Lakes Center STP in Somerset Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as East Branch Coxes Creek, which are classified as a warm water fishery 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 Ohiopyle Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.0059 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen May 1 to Oct 31 6.0 12.0 Nov 1 to Apr 30 18.0 36.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a Geometric Mean Oct 1 to Apr 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.
PA0254258, Sewage, Robert and Lisa Hohman, 340 Pointview Road, Pittsburgh, PA 15227. This application is for issuance of an NPDES permit to discharge treated sewage from Hohman Small Flow STP in Franklin Park Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary East Branch Big Sewickley Creek, which are classified as a trout stock fishery 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 Ambridge Water Authority.
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 10 20 Ammonia Nitrogen May 1 to Oct 31 3.0 6.0 Nov 1 to Apr 30 9.0 18.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a Geometric Mean Oct 1 to Apr 30 2,000/100 ml as a Geometric Mean 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.
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