NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[39 Pa.B. 2124]
[Saturday, April 25, 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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0061786
(Minor Sewage)Manwalamink Sewer Company
Ft. DePuy
P. O. Box 48
Shawnee on Delaware, PA 18356-0048Smithfield Township
Monroe CountyBroadhead Creek
1EY
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 ? PA0060232
(Sewage)United States Army Corps of Engineers
Tompkins Recreational Area
710 Ives Run Road
Tioga, PA 16946Lawrence Township
Tioga CountyCowanesque River
WWFY
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 ? PA0222844 Ellwood Industrial Facilities Company
700 Moravia Street
New Castle, PA 16101
City of New Castle
Lawrence CountyShenango River
20-AY
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.
PA0026964, Sewage, SIC 4953, Lower Perkiomen Valley Regional Sewer Authority, 5 River Road, Oaks, PA 19456. The facility is located in Upper Providence Township, Montgomery County.
Description of Activity: Discharge of treated sewage from Lower Perkiomen Valley Regional Sewer Authority Oaks WWTP into the Schuylkill River in Upper Providence Township, Montgomery County.
The receiving stream, the Schuylkill River, is in the State Water Plan Watershed 3D and is classified for WWF and MF. The nearest downstream public water supply intake for Pennsylvania American--Norristown Water Treatment Plant is approximately 8.5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 14.25 mgd:
Mass (lb/day) Concentration (mg/l) Average Average Average Weekly Instantaneous Parameters Monthly Weekly Monthly Average Maximum CBOD5 (5-1 to 10-31) 2,135 3,202 18 27 36 (11-1 to 4-30) 2,668 4,002 22.5 33.7 45 Total Suspended Solids 3,565 5,348 30 45 60 Ammonia as N (5-1 to 10-31) 854 7.2 14.4 (11-1 to 4-30) 960 8.1 16.2 Phosphorus as P Monitor Fecal Coliform (#/100 ml) 200 1,000* Dissolved Oxygen Shall not be less than 5.0 mg/l at all times pH (Standard Units) within limits of 6.0 to 9.0 Standard Units at all times Total Dissolved Solids 1,000 2,000 Daily Maximum 2,500 Total Residual Chlorine 0.5 1.6 Copper, Total Monitor Lead, Total Monitor Zinc, Total Monitor Silver, Total Monitor Chromium, Hex Monitor Cyanide, Free Monitor Cadmium, Total Monitor Mercury, Total Monitor * Shall not exceed in more than 10% of samples.
The proposed effluent limits for Outfalls 002 and 003 are based on storm event:
Concentration (mg/l) Average Weekly Instantaneous Parameters Monthly Average Maximum CBOD5 Monitor and Report Total Suspended Solids Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report Total Phosphorus as P Monitor and Report Total Kjeldahl Nitrogen Monitor and Report pH (Standard Units) Monitor and Report Iron (Dissolved) Monitor and Report The EPA waiver is not in effect.
Other Requirements:
1. Notification of Designated Operator.
2. Average Weekly Definition.
3. Remedial Measures.
4. No Stormwater Runoff.
5. Acquiring Necessary Rights.
6. Change in Ownership.
7. Approved Tests Methods.
8. TRC Minimizations.
9. Proper Sludge Disposal.
10. Watershed TMDL/WLA Analysis.
11. WET Test for Next Renewal.
12. Operator Training Requirements.
13. I-Max Requirements.
14. Stormwater Requirements.
15. Pretreatment Program Requirements.
16. Operations and Maintenance Plan.
17. Laboratory Certification.
18. I-Max Requirements for Fecal Coliform.
19. No Polychlorinated Biphenyls (PCB) Discharge.
20. PCBs Monitoring Requirements.
PA0058742, Sewage, SIC 4952, Warminster Municipal Authority, P. O. Box 2279, Warminster, PA 18974. This existing facility is located in Warminster Township, Bucks County.
Description of Proposed Activity: Renewal of NPDES Permit to discharge treated sewage effluent and stormwater from the Warminster NAWC WWTP.
The receiving stream, a UNT to Little Neshaminy Creek, is in the State Water Plan Watershed 2F and is classified for: WWF, MF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua PA, SE Division is located on Neshaminy Creek and is approximately 20 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 10 15 20 Total Suspended Solids 10 15 20 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 6.0 Nitrite and Nitrate as N (7-1 to 10-31) 9.5 19.0 Phosphorus as P (4-1 to 10-31) 0.5 1.0 (11-1 to 3-31) (Issuance--Year 2) Report Report (Year 3--Expiration) 1.0 2.0 Aluminum Report Fecal Coliform (col/100 ml) 200 1,000* Dissolved Oxygen 6.0 minimum pH (Standard Units) 6.0 minimum 9.0 * Not to exceed 1,000 col/100 ml in greater than 10% of the samples tested.
The proposed effluent limits for stormwater Outfalls 002 and 003 are based on an average flow of a stormwater event.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 Report Chemical Oxygen Demand Report Oil and Grease Report pH (Standard Units) Report Total Suspended Solids Report Total Kjeldahl Nitrogen Report Total Phosphorus Report Iron, Dissolved Report Fecal Coliform (col/100 ml) Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Responsible Operator.
2. Definition of Average Weekly.
3. Remedial Measures if Public Nuisance.
4. No Stormwater to Sewers.
5. Necessary Property Rights.
6. Small Stream Discharge.
7. Specification of Test Method.
8. Change in Ownership.
9. Proper Sludge Disposal.
10. Whole Effluent Toxicity Testing at Renewal.
11. Instantaneous Maximum Limitations.
12. Fecal Coliform Reporting.
13. Operator Training.
14. Operations and Maintenance Plan.
15. Laboratory Certification.
16. Stormwater Requirements.
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 0261246, Sewage, Harland Miller, 413 Pinewood Avenue, Hyndman, PA 15545. This facility is located in Londonderry Township, Bedford County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Gladdens Run, is in Watershed 13A, and classified for HQ-CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hancock, MD is located on the Potomac River, approximately more than 50 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0008 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 5.0 10 (11-1 to 4-30) 15.0 30 Total Residual Chlorine More than .04 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 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 0083941, Industrial Waste, SIC Code 4953, Community Refuse Service, Inc., 135 Vaughn Road, Shippensburg, PA 17257. This facility is located in Hopewell Township, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
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 is Carlisle Borough located on the Conodoguinet Creek, approximately 29.5 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.100 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum a-Terpineol Monitor and Report Monitor and Report 0.016 0.033 0.040 Benzoic Acid Monitor and Report Monitor and Report 0.071 0.120 0.178 CBOD5 29 58 35 70 87 Fecal Coliform (5-1 to 9-30) 200 (10-1 to 4-30) 2,000 NH3-N (5-1 to 10-31) 5.7 11.6 6.9 14 17 (11-1 to 4-30) 11.6 23 14 28 37 Oil and Grease Monitor and Report 15 30 p-Cresol Monitor and Report Monitor and Report 0.014 0.025 0.035 pH From 6.0 to 9.0 inclusive Phenol Monitor and Report Monitor and Report 0.015 0.026 0.038 Total Aluminum Monitor and Report Monitor and Report Monitor and Report Monitor and Report Total Arsenic Monitor and Report Monitor and Report 0.050 0.100 0.125 Total Barium Monitor and Report Monitor and Report 0.10 0.20 0.25 Total Copper Monitor and Report Monitor and Report 0.050 0.100 0.125 Total Iron Monitor and Report Monitor and Report 2.0 4.0 5.0 Total Phosphorus 1.6 3.3 2.0 4.0 5.0 Total Residual Chlorine 0.5 1.6 Total Suspended Solids 26 53 32 64 80 Total Zinc Monitor and Report Monitor and Report 0.11 0.20 0.27 Dissolved Oxygen Minimum of 5.0 at all times In addition to the effluent limits, the permit contains the following major special conditions:
1. Monitoring of stormwater from Outfalls S01--S11.
2. Restrictions of imported wastewater from municipal leachate and transfer stations, food processing facilities, and nonspecific sources.
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 0088790, Industrial Waste, SIC Code 9631, The York Water Company, 130 East Market Street, York, PA 17405. This facility is located in York Township, York County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated industrial waste.
The receiving stream, Lake Redman, is in Watershed 7-H, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is The York Water Company located on the south branch of Codorus Creek, approximately 9 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 12 mgd are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH Monitor and Report Dissolved Oxygen Monitor and Report Temperature, F° Monitor and Report Total Aluminum Monitor and Report Total Copper Monitor and Report Total Lead Monitor and Report Total Zinc Monitor and Report Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0233692, Sewage, 4952, South Creek Township, P. O. Box 60, Gillett, PA 16925. This proposed facility is located in South Creek Township, Bradford County.
Description of Proposed Activity: One centralized treatment facility to serve Fassett and three small flow treatment facilities to correct malfunctioning on lot systems in Gillett.
The receiving stream, South Creek, is in the State Water Plan Watershed 4B and is classified for: CWF. The nearest downstream public water supply intake is considered the New York State border is located on South Creek and is 6 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.025 mgd.
Average Average Maximum Instantaneous Discharge Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum CBOD5 25 40 50 TSS 30 45 60 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a Geometric Mean (10-1 to 4-30) 2,000/100 ml as a Geometric Mean pH 6.0 to 9.0 at all times NH3 (5-1 to 10-31) 12 24 (11-1 to 4-30) Monitor Monitor TRC 1.6 Chesapeake Bay Tributary Strategy Nutrient Requirements
Concentration (mg/l) Mass (lbs) Monthly Monthly Annual Parameter Average Load Load Ammonia-N Report Report Report** Kjeldahl-N Report Report Nitrate-Nitrate as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen Report 2,450* Net Total Phosphorus Report 151* * 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 No. 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 upon start up. 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.
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary.
The proposed effluent limits for Outfall 002 are based on a design flow of 0.0004 mgd.
Average Average Maximum Instantaneous Discharge Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum CBOD5 10 15 20 TSS 10 15 20 Fecal Coliforms 200/100 ml as a Geometric Mean pH 6.0 to 9.0 at all times TRC Monitor Monitor The proposed effluent limits for Outfall 003 are based on a design flow of 0.002 mgd.
Average Average Maximum Instantaneous Discharge Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum CBOD5 10 15 20 TSS 10 15 20 Fecal Coliforms 200/100 ml as a Geometric Mean pH 6.0 to 9.0 at all times TRC Monitor Monitor The proposed effluent limits for Outfall 004 are based on a design flow of 0.002 mgd.
Average Average Maximum Instantaneous Discharge Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum CBOD5 10 15 20 TSS 10 15 20 Fecal Coliforms 200/100 ml as a Geometric Mean pH 6.0 to 9.0 at all times TRC Monitor Monitor In addition to the effluent limits and best management practices, the permit contains the following major permit conditions:
Chesapeake Bay Nutrient Requirements
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.Amplified Public Notice for NPDES Permit No. PA0253987, Industrial Waste, Somerset Regional Water Resources, LLC, 888 Stoystown Road, Somerset, PA 15501.
This notice reflects changes from the notice published in the April 11, 2009 Pennsylvania Bulletin.
The Draft NPDES Permit effluent limitations were published in the Pennsylvania Bulletin with a Daily Maximum effluent limitation of 0.144 mg/l for Acetophenone. The correct limit is 0.114 mg/l.
PA0028711, Sewage, Peters Township Sanitary Authority, 3244 Washington Road, McMurray, PA 15317-3153. This application is for renewal of an NPDES permit to discharge treated sewage from Brush Run Sewage Treatment Plant in Peters Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Brush 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 2.000 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20.0 30.0 40.0 (11-1 to 4-30) 25.0 37.5 50.0 Suspended Solids 30.0 45.0 60.0 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 4.5 6.8 9.0 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 0.05 0.16 Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0
The EPA waiver is not in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0028223, Sewage, Municipal Authority of the City of Corry, 36 West Main Street, Corry, PA 16407. This existing facility is located in City of Corry, Erie County.
Description of existing Activity: Renewal of an existing NPDES permit to discharge treated sewage.
The proposed effluent limits for Outfall 001 are based on a design flow of 3.5 mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 (5-1 to 10-31) 437 642 15 22 30 (11-1 to 4-30) 729 1,167 25 40 50 Total Suspended Solids 876 1,314 30 45 60 NH3-N (5-1 to 10-31) 58 2 4 (11-1 to 4-30) 175 6 12 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 Phosphorus XX XX XX Total Copper XX XX XX Total Residual Chlorine 0.4 1.3 Dissolved Oxygen Minimum of 7.0 mg/l at all times pH 6.0 to 9.0 Standard Units at all times XX--Monitor and report on monthly DMRs.
CSO
Outfalls*Description Location
Receiving Stream 002 Avenue A Pump Station 41° 55` 21" 79° 37` 25" Hare Creek 004 Corry WWTP 41° 55` 32" 79° 37` 44" Hare Creek 005 Wright and Smith Streets 41° 55` 31" 79° 38` 20" Hare Creek * Refer to Special Condition 1, Combined Sewer Overflow Management, in Part C.
Stormwater
Outfalls**Description Location
Receiving Stream 003 Central portion of WWTP Gravity discharge 41° 55` 35" 79° 37` 40" Hare Creek 006 Force main discharge from north wet well 41° 55` 35" 79° 37` 37" Hare Creek 007 Northeast of sludge drying beds 41° 55` 37" 79° 38` 41" Hare Creek 008 Northwest of sludge drying beds 41° 55` 37" 79° 38` 42" Hare Creek ** Refer to Special Condition 5, Stormwater outfall requirements, in Part C.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Emlenton Water Company is located on the Allegheny River and is approximately 110 miles below point of discharge.
The receiving stream, Hare Creek, is in Watershed 16-B and classified for: WWF, aquatic life, water supply and recreation.
Special Conditions:
1. CSOs.
2. Effluent Chlorine Optimization and Minimization.
3. WET Testing.
4. CSO-Related bypass authorization.
5. Stormwater outfall requirements (003, 006--008).
The EPA waiver is not in effect.
PA0238571, Sewage, Robert McDonald and Rhett Walls, Pinehurst Manor Mobile Home Park, 899 Rockdale Road, Butler, PA 16002-8856. This existing facility is located in Center Township, Butler County.
Description of Proposed Activity: New NPDES permit replacing an expired permit.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Beaver Falls Municipal Authority located on the Beaver River and is approximately 49 miles below point of discharge.
The receiving stream, the Stony Run, is in Watershed 20-C and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.014 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX CBOD5 25.0 50.0 Total Suspended Solids 30.0 60.0 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Phosphorus as ''P'' 2.0 4.0 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 Ultraviolet Light XX Ultraviolet Light Intensity Monitor and report the average UV meter reading as µw/cm2 for each module bank. Also see Special Condition 1. Dissolved Oxygen minimum of 5.0 mg/l at all times pH 6.0 to 9.0 Standard Units at all times XX--Monitor and report on monthly DMRs.
The EPA waiver is in effect.
PA0102288, Industrial Waste, Rustick, LLC, 19 Ness Lane, Kane, PA 16735. This proposed facility is located in Sergeant Township, McKean County.
Description of Proposed Activity: an existing discharge of treated industrial waste and stormwater.
The receiving waters are a UNT to Little Sicily Run (Outfalls 001--006 and 010), a UNT to Sevenmile Run (Outfall 007), Rocky Run (Outfall 008) and Sicily Run (Outfall 009). The receiving streams are in State Water Plan 17-A and are classified for the following uses: CWF (Sicily, Little Sicily and Rocky Runs) and HQ-CWF (UNT--Sevenmile Run), aquatic life, water supply and recreation. The nearest downstream potable water supply is the PA American Water Company intake, located on the Clarion River, approximately 75 miles below the point of discharge. For the HQ-stream, the nearest downstream potable water supply is considered the discharge point located on the UNT to Sevenmile Run.
Interim Limits
The proposed effluent limits for Outfall 001 based on a design flow of 0.031 mgd.
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) XX XX BOD5 37 140 175 TSS 27 88 110 NH3-N 4.9 10 12.5 Oil and Grease 15 30 Zinc 0.023 0.05 0.097 0.19 0.24 a-Terpineol 0.016 0.033 0.041 Benzoic Acid 0.071 0.12 0.18 p-Cresol 0.014 0.025 0.031 Phenol 0.015 0.026 0.032 pH Within limits of 6.0 to 9.0 Standard Units at all times. Final Limits
The proposed effluent limits for Outfall 001 based on a design flow of 0.05 mgd.
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) XX XX BOD5 37 140 175 TSS 27 88 110 NH3-N 4.9 10 12.5 Oil and Grease 15 30 Zinc 0.041 0.083 0.099 0.2 0.25 a-Terpineol 0.016 0.033 0.041 Benzoic Acid 0.071 0.12 0.18 p-Cresol 0.014 0.025 0.031 Phenol 0.015 0.026 0.032 pH Within limits of 6.0 to 9.0 Standard Units at all times. Outfalls 002--010 are identified as stormwater only discharges. They will be controlled by Best Management Practices specific to landfill operations.
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. 2109402, Sewerage, Borough of Mechanicsburg, 36 West Allen Street, Mechanicsburg, PA 17055. This proposed facility is located in Mechanicsburg Borough, Cumberland County.
Description of Proposed Action/Activity: Upgrades to the WWTP to meet standards set forth in Pennsylvania's Chesapeake Bay Tributary Strategy.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 6309404, Sewerage, Chartiers Township, 2 Buccaneer Drive, Houston, PA 15342. This proposed facility is located in Canton and Chartiers Townships, Washington County.
Description of Proposed Action/Activity: Application for the construction and operation of the Route 18 Corridor Sewer System.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. Applications for NPDES Wavier 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/UsePAI01
1509014River Station, LP
P. O. Box 1496
Exton, PA 19341Chester Downingtown Borough
East Caln TownshipEast Branch Brandywine Creek
WWF-MFPAI01
1509015Telvil Corporation
527 Main Street
Harleysville, PA 19428Chester East Coventry Township UNT Pigeon Creek
Schuylkill River
HQ-TSFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAR10C444(2)-R Cabela's
Ed Eckman
100 Cabela's Drive
Hamburg, PA 19526Berks Tilden Township UNT to Schuylkill River
WWFPAI032109003 CHR Corporation
Tim Rutter
2295 Susquehanna Trail
Suite C
York, PA 17404
Cumberland Monroe Township Yellow Breeches Creek
HQ-CWFPAI033109001 Department of Transportation
Engineering District 9-0
Thomas A. Prestash
1620 North Juniata Street
Hollidaysburg, PA 16648
Huntingdon Morris Township UNT to Frankstown Branch Juniata River
WWFNorthcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
Clearfield County Conservation District: 650 Leonard Street, Clearfield, PA 16830, (814) 765-2629.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI041709001 Glenn O. Hawbaker, Inc.
1952 Waddle Road
State College, PA 16803Clearfield Lawrence, Pine and Union Townships Anderson Creek
HQ-CWF
Dressler Run
HQ-CWF
Fork Run
HQ-CWF
Stone Run
HQ-CWF
UNT to Lick Run
HQ-CWF
PAI041709002 Shannon Land and Mining
P. O. Box 368
Bigler, PA 16825Clearfield Pike Township UNT to Little Clearfield Creek
HQ-CWF
West Branch Susquehanna River
WWFClinton County Conservation District: 45 Cooperation Lane, Mill Hall, PA 17751, (570) 726-3798.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI041809001 Department Conservation and Natural Resources
P. O. Box 8552
Harrisburg, PA 17105
Clinton Bald Eagle and Grugan Townships UNT to Holland Run
HQ-CWFSouthwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Allegheny County Conservation District: Lexington Technology Park, Building 1, Suite 102, 400 North Lexington Avenue, Pittsburgh, PA 15208, (412) 241-7645.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI050209002 Edgewater Properties, LP
3875 Old William Penn Highway
Murrysville, PA 15668Allegheny Oakmont Borough Allegheny River
WWF, NNorthwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
Erie County Conservation District: 1927 Wager Road, Erie, PA 16509, (814) 825-6403.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI062509003 Former International Paper Site--Dunn Brick Yard
Greater Erie Industrial Development Corporation
5240 Knowledge Parkway
Erie, PA 16509Erie Erie City West Branch Cemetery Run
Lake Erie
WWF
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)
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