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PA Bulletin, Doc. No. 10-1881

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[40 Pa.B. 5591]
[Saturday, October 2, 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) (hereinafter referred to as ''applications''). This Notice is provided in accordance with regulations at 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing provisions of the Pennsylvania Clean Streams Law, 35 P. S. §§ 691.1 et seq., and the federal Clean Water Act, 33 USCA §§ 1251 et seq.

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 listed in Section I, the Department of Environmental Protection (Department) has made a tentative determination to re-issue 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 listed in Section II, as well as applications for MS4 Individual Permits, and Individual Stormwater Construction Permits listed in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision 40 CFR 123.24(d).

 Persons wishing to comment on any of these NPDES applications are invited to submit a statement to the contact office noted above the application, within 30 days from the date of this public notice. Persons wishing to comment on any WQM permit application are invited to submit a statement, to the office noted above 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. All comment submittals 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, and 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 any public hearings are 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 &
Address 		County &
Municipality 		Stream Name
(Watershed #) 		EPA Waived
Y/N ?
PA0025399
(Sew) 		Christiana Borough
10 West Slokum Avenue
Christiana, PA 17509 		Lancaster County
Christiana Borough 		Buck Run/
7-K 		Y
 Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed#) 		EPA Waived
Y/N ?
PA0100536
(Industrial Waste) 		Chapman State Park
4790 Chapman Dam Road
Clarendon, PA 16313 		Warren County
Pleasant Township 		Unnamed tributary of the West Branch Tionesta Creek
(16-F) 		Y
PA0004995
(Industrial Waste & Sewage) 		Armstrong Cement & Supply
100 Clearfield Road
Cabot, PA 16023 		Butler County
Winfield Township 		Rough Run
(17-F) 		Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

 Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.

 PA0057657, Sewage, Kendal-Crosslands Communities, P. O. Box 100, Kennett Square, PA 19348.

 This proposed facility is located in Kennett Township, Chester County.

 Description of Proposed Activity: This application is for renewal of a NPDES permit for an existing discharge of treated sewage from Kendal-Crosslands sewage treatment plant. The discharge is authorized as an emergency stream discharge only, and the permittee is expected to maximize the use of spray irrigation for disposal of the treated wastewater in accordance with existing Water Quality Management permits.

 The receiving stream, an unnamed tributary to Bennetts Run, is in the State Water Plan watershed 3H and is classified for: WWF and MF.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.125 mgd:

Mass (lb/day) Concentration (mg/l) Instantaneous
Average Maximum Average Maximum Maximum
Parameters Monthly Daily Monthly Daily (mg/l)
CBOD5 21 20 40
Total Suspended Solids 21 20 40
Ammonia-Nitrogen
 (05/01 to 10/31) 2.1 2.0 4.0
 (11/01 to 04/30) 6.3 6.0 12.0
Total Phosphorus 2.1 2.0 4.0
Fecal Coliform 200/100 ml
1,000/100 ml
Dissolved Oxygen 6.0 (min.)
pH (Std. Units) 6.0 (min.)
9.0
Total Residual Chlorine 0.1 0.2
Copper, Total 0.013 0.025 0.012 0.024 0.03
Zinc, Total 0.08 0.17 0.08 0.16 0.2

 In addition to the effluent limits, the permit contains the following major special conditions:

 1. Notification of Designation of Operator

 2. Abandon STP when Municipal Sewers Available

 3. Remedial Measures if Unsatisfactory Effluent

 4. No Stormwater

 5. Acquire Necessary Property Rights

 6. Change in Ownership

 7. Total Residual Chlorine Requirement

 8. Proper Sludge Disposal

 9. I-Max

 10. Laboratory Certification

 11. Fecal Coliform I-Max Reporting

 12. Emergency Stream Discharge Only

 PA0244538, Industrial Waste, SIC Code 2819, Buckman's Inc., 105 Airport Road, Pottstown, PA 19464-3438. Facility Name: Buckman's Inc. This proposed facility is located in Limerick Township, Montgomery County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Industrial Waste.

 The receiving stream(s), Possum Hollow Run, is located in State Water Plan watershed 3-D and is classified for Warm 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 0.012 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyInstantaneousAverageDailyInstantaneous
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
0.5 XXX
1.2
Total Suspended Solids XXX
XXX
XXX
30 60 75
Total Dissolved Solids XXX
XXX
XXX
2000 4000 5000

 The proposed effluent limits for Outfalls 002 and 003 are based on average storm event.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX
XXX
XXX
XXX
Report
XXX
CBOD5 XXX
XXX
XXX
XXX
Report
XXX
Chemical Oxygen Demand XXX
XXX
XXX
XXX
Report
XXX
Total Suspended Solids XXX
XXX
XXX
XXX
Report
XXX
Oil and Grease XXX
XXX
XXX
XXX
Report
XXX
Fecal Coliform (CFU/100 ml) XXX
XXX
XXX
XXX
Report
XXX
Total Kjeldahl Nitrogen XXX
XXX
XXX
XXX
Report
XXX
Total Phosphorus XXX
XXX
XXX
XXX
Report
XXX
Total Iron XXX
XXX
XXX
XXX
Report
XXX

 The flow from Outfall 004 is uncontaminated groundwater.

Mass (lb/day) Concentration (mg/l)
AverageDailyInstantaneousAverageDailyInstantaneous
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
0.5 XXX
1.2

 In addition, the permit contains the following major special conditions:

 1. Storm water Management

 2. PPC Plan

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0084450, Industrial Waste, SIC Code 4952, 9711, Military District of Washington, 201 Beasely Drive, Fort Detrick, MD 21702. Facility Name: Raven Rock Mountain Complex Site R. This existing facility is located in Liberty Township, Adams County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Miney Branch and Unnamed Tributary to Miney Branch, is located in State Water Plan watershed 13-D 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 005 are based on a design flow of 0.000 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
TRPH XXX
XXX XXX XXX Report
XXX

 Discharge limits for the Outfalls 001, 002, 003 and 004 remain the same for this permit amendment.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0261297, Industrial Waste, SIC Code 5171, John Weidman & Son's Inc., 541 East Main Street, Ephrata, PA 17522. Facility Name: John Weidman & Son's Ephrata Bulk Petro Stor Plant. This proposed facility is located in Ephrata Township, Lancaster County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Unnamed Tributary to Cocalico Creek, is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, Migratory 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:

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Total Recoverable Petroleum Hydrocarbons XXX XXX XXX 15 30 XXX

 In addition, the permit contains the following major special conditions:

 Petroleum Bulk Stations and Marketing Terminals

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0043494, Sewage, SIC Code 4952, Loysville Village Municipal Authority, P. O. Box 133, Loysville, PA 17047. Facility Name: Loysville STP. This existing facility is located in Tyrone Township, Perry 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), Muddy Run, is located in State Water Plan watershed 7-A and is classified for Warm Water Fishes, Migratory 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 0.11 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Average Maximum
Flow (MGD) (Interim) Report
Report
XXX XXX XXX XXX
pH (S.U.) (Interim) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen (Interim) XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine
(Interim) 		XXX XXX XXX 0.37 XXX 1.2
Total Residual Chlorine
(Final) 		XXX XXX XXX 0.2 XXX 0.7
CBOD5
Raw Sewage Influent
(Interim) 		Report
Report
XXX Report
XXX XXX
CBOD5 (Interim) 23 36
Wkly Avg
XXX 25 40 50
Total Suspended Solids
Raw Sewage Influent
(Interim) 		Report
Report
XXX Report
XXX XXX
Total Suspended Solids
(Interim) 		27 41
Wkly Avg
XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 (Interim) XXX XXX XXX 200
Geo Mean 		XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 (Interim) XXX XXX XXX 2,000
Geo Mean 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 (Interim) 3.6 XXX XXX 4.0 XXX 8.0
Ammonia-Nitrogen
 Nov 1 - Apr 30 (Interim) 11 XXX XXX 12 XXX 24
Total Phosphorus (Interim) 1.8 XXX XXX 2.0 XXX 4.0

 In addition, the permit contains the following major special conditions:

 3. Requirements for Total Residual Chlorine (TRC)

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0084026, Sewage, SIC Code 4952, Northwestern Lancaster County Authority, 97 N Penryn Road, Manheim, PA 17545-9326. Facility Name: Northwestern Lancaster County STP. This existing facility is located in Penn Township, Lancaster 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), Chickies Creek is located in State Water Plan watershed 7-G and is classified for Warm Water Fishes, Migratory 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 0.65 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageWeeklyInstantaneous
Parameters Monthly Maximum Minimum Monthly Average Maximum
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 136 217
Wkly Avg
XXX 25 40 50
BOD5
Raw Sewage Influent Report
Report
XXX Report
XXX XXX
Total Suspended Solids
Raw Sewage Influent Report
Report
XXX Report
XXX XXX
Total Suspended Solids 163 244
Wkly Avg
XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 24 XXX XXX 4.5 XXX 9.0
Ammonia-Nitrogen
 Nov 1 - Apr 30 73 XXX XXX 13.5 XXX 27
Total Phosphorus 10.8 XXX XXX 2.0 XXX 4.0

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

Mass (lbs) 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 Report 14,987
Net Total Phosphorus Report 1,862.5

 * 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's 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.

 In addition, the permit contains the following major special conditions:

 4. Chesapeake Bay Nutrient Requirements

 5. Solids Management

 6. Receipt of Residual Waste

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is not in effect.

 Application No. PA0009733, Industrial Waste, Exelon Generation Company LLC., Peach Bottom Nuclear Power Plant, 200 Exelon Way, Kennett Square PA 19348

 This facility is located in Peach Bottom Township, York County.

 Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.

 The receiving stream, Susquehanna River is in Watershed 7I and classified for Warm Water Fishes (WWF), water supply, recreation, and fish consumption. The nearest downstream public water supply intake is Chester Water Authority located on the Susquehanna River approximately one mile downstream. The discharge is not expected to affect the water supply, because of the location of the intake on the opposite shore of the river.

 The proposed effluent limits for Outfall 001 are:

DISCHARGE LIMITATIONS MONITORING
REQUIREMENTS
Mass LoadingConcentrations MinimumRequired
ParameterAverage
Monthly		Maximum
Daily		Average
Monthly		Maximum
Daily		Instantaneous
Maximum		Measurement
Frequency		Sample
Type
Flow (MGD) Monitor & Report
Monitor & Report
XXX XXX XXX Daily Calculated
pH (SU) XXX XXX From 6.0 to 9.0 inclusive
1/day Grab
Total Residual
Chlorine (mg/l) XXX XXX XXX XXX 0.2 1/day Grab
Clamtrol CT-1 XXX XXX XXX Monitor & Report XXX During
Application 		Grab
Effluent
Temperature (° F) XXX XXX Monitor & Report Monitor & Report 110 Continuous ''i-s''

 The proposed effluent limits for Outfall 002 and Outfall 007 are:

DISCHARGE LIMITATIONS MONITORING
REQUIREMENTS
Mass LoadingConcentrations MinimumRequired
ParameterAverage
Monthly		Maximum
Daily		Average
Monthly		Maximum
Daily		Instantaneous
Maximum		Measurement
Frequency		Sample
Type
Discharge limited to Raw Intake Screen Backwash Only.
Debris collected on the intake screens shall be collected and not discharged
back to the river.

 The proposed effluent limit for Outfall 003, Outfall 004 and Outfall 006 are:

DISCHARGE LIMITATIONS MONITORING
REQUIREMENTS
Mass LoadingConcentrations MinimumRequired
ParameterAverage
Monthly		Maximum
Daily		Average
Monthly		Maximum
Daily		Instantaneous
Maximum		Measurement
Frequency		Sample
Type
Flow (MGD) Monitor & Report Monitor & Report XXX XXX XXX 1/month Calculated
Total Suspended
Solids (mg/L) XXX XXX 30 100 100 1/month Grab
Oil and Grease (mg/L) XXX XXX 15 20 30 1/quarter Grab

 The proposed effluent limits for Outfall 005 are:

DISCHARGE LIMITATIONS MONITORING
REQUIREMENTS
Mass LoadingConcentrations MinimumRequired
ParameterAverage
Monthly		Maximum
Daily		Average
Monthly		Maximum
Daily		Instantaneous
Maximum		Measurement
Frequency		Sample
Type
Flow (MGD) Monitor & Report Monitor & Report XXX XXX XXX 1/day Measured
pH (SU) XXX XXX From 6.0 to 9.0 inclusive 1/day Grab
Dissolved Oxygen XXX XXX Minimum of 5.0 mg/l at all times 1/day Grab
Total Residual
Chlorine XXX XXX Monitor & Report Monitor & Report XXX 1/day Grab
CBOD5 (mg/L) XXX XXX 25 XXX 50 2/month 8-hour
composite
Total Suspended
 Solids (mg/L) 		XXX XXX 30 XXX 100 2/month 8-hour composite
Total Phosphorus  (mg/L) XXX XXX  2.0 XXX 4.0 2/month 8-hour composite
Fecal Coliform
 (5/1 - 9/30) XXX XXX 200/100 ml geometric mean 2/month Grab
Fecal Coliform
 (10/1 - 4/30) XXX XXX 2,000/100 ml geometric mean 2/month Grab

 The proposed effluent limits for Outfall 008 and Outfall 009b are:

DISCHARGE LIMITATIONS MONITORING
REQUIREMENTS
Mass LoadingConcentrations MinimumRequired
ParameterAverage
Monthly		Maximum
Daily		Average
Monthly		Maximum
Daily		Instantaneous
Maximum		Measurement
Frequency		Sample
Type
An Annual Inspection of these outfalls is required as per Part C of the Permit.

 The proposed effluent limits for Outfall 009a are:

DISCHARGE LIMITATIONS MONITORING
REQUIREMENTS
Mass LoadingConcentrations MinimumRequired
ParameterAverage
Monthly		Maximum
Daily		Average
Monthly		Maximum
Daily		Instantaneous
Maximum		Measurement
Frequency		Sample
Type
Flow (MGD) Monitor & Report Monitor & Report XXX XXX XXX 1/discharge Calculated
pH (SU) XXX XXX From 6.0 to 9.0 inclusive 1/discharge Grab
Total Suspended
Solids (mg/L) XXX XXX 30 100 100 1/discharge Grab
Oil and Grease (mg/L) XXX XXX 15 20 30 1/discharge Grab

 In addition to the effluent limits, the permit contains the following major special conditions:

 • The permitee shall conduct an Entrainment Characterization Study

 • As a demonstration study under Section 316(a) of the Clean Water Act, to evaluate changes to the thermal plume created by operation of up to three helper cooling towers and as a predictive study of the changes to the thermal discharge associated with the potential power uprates at the plant, the permitee shall conduct a Thermal Assessment and Modeling, A Biological Assessment and operate the cooling towers as provided in Part C of the Permit.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA waiver is not in effect.

 Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000

 PA0094137, Sewage, RJ&L Limited Partnership, 10006 Hammock Bend, Chapel Hill, NC 27517.

 This application is for renewal of an NPDES permit to discharge treated sewage from Suburban Terrace Mobile Home Park Sewage Treatment Plant in Hopewell Township, Beaver County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Boggs Run, 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: Midland Borough Municipal Authority.

 Outfall 001: existing discharge, design flow of 0.023 mgd.

Concentration (mg/l)
Average Average Maximum Instant.
Parameter Monthly Weekly Daily Maximum
CBOD-5 Day 10 20
Suspended Solids 10 20
Ammonia Nitrogen
 May 1 to Oct 31 2.0 4.0
 Nov 1 to Apr 30 3.0 6.0
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 0.01 0.03
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.

 PA0096873, Sewage, Victor Merola, 211 Lloyd Avenue, North Versailles, PA 15137.

 This application is for renewal of an NPDES permit to discharge treated sewage from Lenhart Mobile Home Park Sewage Treatment Plant in Cook Township, Westmoreland County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Keffer Run, 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: Latrobe Municipal Authority on Loyalhanna Creek.

 Outfall 001: existing discharge, design flow of 0.002 mgd.

Concentration (mg/l)
Average Average Maximum Instant.
Parameter Monthly Weekly Daily Maximum
CBOD-5 Day 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.

 PA0218570, Sewage, Central Mainline Sewer Authority, P. O. Box 56, Lilly, PA 15938.

 This application is for renewal of an NPDES permit to discharge treated sewage from Central Mainline Sewer Authority Wastewater Treatment Plant in Portage Township, Cambria County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Little Conemaugh River, 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: Saltsburg Municipal Water Works on the Conemaugh River.

 Outfall 001: existing discharge, design flow of 0.35 mgd.

Concentration (mg/l)
Average Average Maximum Instant.
Parameter Monthly Weekly Daily Maximum
CBOD-5 Day 25 37.5 50
Suspended Solids 30 45 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
pH not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect.

 Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Telephone: 814-332-6942.

 PA0239577, Sewage, SIC Code 7033, USDA Forest Service, 4 Farm Colony Drive, Warren, PA 16365. Facility Name: Red Bridge Recreation Area STP. This existing facility is located in Hamilton Township, McKean 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), Kinzua Creek, is located in State Water Plan watershed 16-B 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 0.0075 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2
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
Geo Mean 		XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean 		XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (814) 332-6340.

 The EPA Waiver is in effect.

 PA0103276, Sewage, SIC Code 4952, Shippenville Borough, 106 School Street, Shippenville, PA 16254. Facility Name: Shippenville Borough STP. This existing facility is located in Shippenville Borough, Clarion County.

 Description of Existing Activity: The application is for a new NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Deer Creek, is located in State Water Plan watershed 17-B 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 0.05 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		Instant.
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 0.5 XXX 1.2
CBOD5 10.5 16.7 XXX 25 40 50
Total Suspended Solids 12.5 18.8 XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200 Geo Mean XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2000 Geo Mean XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

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