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PA Bulletin, Doc. No. 13-821

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[43 Pa.B. 2444]
[Saturday, May 4, 2013]

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 regarding 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 (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

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 tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States 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 NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the 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. A comment submittal 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 public hearings 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

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

NPDES No.
(Type)
Facility Name &
Address
County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PA0044776
(Sewage)
Northwestern Chester County Municipal Authority
Honey Brook Twp. STP
37 Dampman Road
Honey Brook, PA 19344
Chester County
Honey Brook Township
West Branch Brandywine Creek
(3-H)
N

 Northcentral Regional Office: Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3664.
NPDES No.
(Type)
Facility Name &
Address
County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PAS604803
(Storm Water)
Burns Salvage & Excavating
101 Valley View Road
Bellefonte, PA 16823-8705
Centre County
Benner Township
Buffalo Run
(9-C)
Y
PA0233552 Todd Hiller CAFO
84 Hiller Lane
Allenwood, PA 17810
Union County
Gregg Township
Spring Creek
(10-C)
N

 Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745
NPDES No.
(Type)
Facility Name &
Address
County & Municipality Stream Name
(Watershed #)
EPA Waived Y/N
PA0204862
Industrial Waste
Guardian Inds Corp
1000 Glasshouse Rd
Jefferson Hills, PA 15025
Allegheny County
Jefferson Hills Boro
Monongahela River Y
PA0253375
Sewage
Sewickley Twp Muni Sew Auth
Seventh St
Hutchinson, PA 15640
Westmoreland County
Sewickley Twp
Sewickley Creek Y
PA0219185
Sewage
Glen Campbell Boro
SR 286 N
Glen Campbell, PA 15706
Indiana County
Glen Campbell Boro
Brady Run Y
PA0024864
Sewage
Westmoreland County Muni Auth
2132 SR 30 E
Ligonier, PA 15658
Westmoreland County
Ligonier Boro
Mill Creek Y

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type)
Facility Name &
Address
County & Municipality Stream Name
(Watershed#)
EPA Waived Y/N?
PA0090514
(Sewage)
Gulick MHP
457 Kepple Road
Sarver, PA 16055-8613
Butler County
Winfield Township
Unnamed Tributary of Buffalo Creek
(18-F)
Y

II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

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

PA0013714, SIC Code 4911, Exelon Generation Co. LLC, 300 Exelon Way, Kennett Square, PA 19348-2473. Facility Name: Eddystone Generating Station. This existing facility is located in Eddystone Borough, Delaware County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial wastewater, noncontact cooling water and stormwater.

 The receiving stream(s), Crum Creek and Delaware River, is located in State Water Plan watershed 3-G and is classified for Warm Water Fishes, Migratory Fishes and 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 an average stormwater flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
PCBs (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on an average stormwater flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
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
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.45 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids
 Effluent Net XXX XXX XXX 30 60 75
 Intake XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report XXX XXX
Dissolved Iron XXX XXX XXX Report Report XXX
Total Zinc XXX XXX XXX Report Report XXX
PCBs (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 604.03 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
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 XXX XXX 0.2
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids
 Effluent Net XXX XXX XXX 30 100 XXX
 Intake XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX 700 1,400 1750
Total Cadmium XXX XXX XXX Report Report XXX
Total Lead XXX XXX XXX Report Report XXX
Total Mercury XXX XXX XXX Report Report XXX
Total Silver XXX XXX XXX Report Report XXX
Total Thallium XXX XXX XXX Report Report XXX
Spectrus CT 1300 XXX XXX XXX XXX 0.05 XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 835.08 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
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 XXX XXX 0.2
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids
 Effluent Net XXX XXX XXX 30 100 XXX
 Intake XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX 700 1,400 1750
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Cadmium XXX XXX XXX Report Report XXX
Total Lead XXX XXX XXX Report Report XXX
Total Mercury XXX XXX XXX Report Report XXX
Total Silver XXX XXX XXX Report Report XXX
Total Thallium XXX XXX XXX Report Report XXX
Hydrazine XXX XXX XXX 0.00001 XXX XXX
Spectrus CT 1300 XXX XXX XXX XXX 0.05 XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 0.144 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX 30 60 75
Oil and Grease XXX XXX XXX 15 20 30
Total Aluminum XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 013 are based on an average stormwater flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
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
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 014 are based on an average stormwater flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
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
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 107 are based on a design flow of 3.045 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX XXX 30 100 XXX
Total Dissolved Solids XXX XXX XXX 15,000 30,000 37500
Oil and Grease XXX XXX XXX 15 20 30
Total Arsenic XXX XXX XXX Report Report XXX
Total Boron XXX XXX XXX Report Report XXX
Total Cadmium XXX XXX XXX Report Report XXX
Total Copper XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Total Lead XXX XXX XXX Report Report XXX
Total Mercury XXX XXX XXX Report Report XXX
Total Selenium XXX XXX XXX Report Report XXX
Total Silver XXX XXX XXX Report Report XXX
Total Thallium XXX XXX XXX Report Report XXX
PCBs (Dry Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 108 are based on a design flow of 3.045 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX XXX 30 100 XXX
Total Dissolved Solids XXX XXX XXX 15,000 30,000 37500
Oil and Grease XXX XXX XXX 15 20 30
Total Arsenic XXX XXX XXX Report Report XXX
Total Boron XXX XXX XXX Report Report XXX
Total Cadmium XXX XXX XXX Report Report XXX
Total Copper XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Total Lead XXX XXX XXX Report Report XXX
Total Mercury XXX XXX XXX Report Report XXX
Total Selenium XXX XXX XXX Report Report XXX
Total Silver XXX XXX XXX Report Report XXX
Total Thallium XXX XXX XXX Report Report XXX

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Condition

 D. BAT/ELG Reopener

 E. Chlorine Discharge

 F. Thermal Impact

 G. Mixing Zone

 H. TDS monitoring at Outfall 007 and 008

 I. Composite Sampling During High Tide and Low Tide

 J. Proper Test Methods

 K. Delaware Estuary Study

 L. No Intake Trash Return

 M. Coal Pile Runoff Basins

 N. BMPs for Outfall 005

 O. Chemical Metal Cleaning Condition

 P. Spectrus CT1300 Test Method

 Q. Calculation for Hydrazine Concentration

 R. TMDL/WLA Analysis

 S. TSS Net Calculation

 T. Chemical Additive Condition

 U. Cooling Water Intake Condition

 V. Stormwater Condition

 W. PCBs Requirement

 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 not in effect.

PA0054917, Sewage, SIC Code 4952, Uwchlan Township Municipal Authority, 715 North Ship Road, Exton, PA 19341-1945. Facility Name: Uwchlan Township Eagleview STP. This existing facility is located in 460 Eagleview Boulevard, Eagleview Corporate Center, Exton, PA 19341, Uwchlan Township, Chester 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), Shamona Creek, is located in State Water Plan watershed 3-H and is classified for High Quality Waters—Trout Stocking, 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 0.475 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Instant.
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
CBOD5
 May 1 - Oct 31 23.4 35 XXX 6 9 12
 Nov 1 - Apr 30 46.8 70 XXX 12 18 24
Total Suspended Solids 79.2 118.8 XXX 20 30 40
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean
XXX 1,000
UV Transmittance (mjoules/cm2) XXX XXX Report
Min
Report XXX XXX
Total Nitrogen 198 XXX XXX 50 XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 3.1 XXX XXX 0.8 XXX 1.6
 Nov 1 - Apr 30 9.3 XXX XXX 2.4 XXX 4.8
Total Phosphorus
 Apr 1 - Oct 31 3.1 XXX XXX 0.8 XXX 1.6
 Nov 1 - Mar 31 6.2 XXX XXX 1.6 XXX 3.2

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

 Proposed Part C Conditions:

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Sludge Disposal Requirement

 D. Small Stream

 E. Notification of Designation of Operator

 F. Seasonal Fecal Coliform Effluent Limitations

 G. Remedial Measures if Unsatisfactory Effluent

 H. Imax Requirements

 I. UV Disinfection Reopener if Alternate Installed

 J. Change of Ownership

 K. Certified Operator

 L. Fecal Coliform I-max Reporting

 M. Laboratory Certification

 N. Operations and Maintenance 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 not in effect.

PA0026131, Sewage, SIC Code 4952, Upper Merion Municipal Utility Authority, 175 W Valley Forge Road, King Of Prussia, PA 19406. Facility Name: Trout Run WPCC. This existing facility is located in Upper Merion Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage from Trout Run Water Pollution Control Center located at 900 Mancill Mill Road, King of Prussia, PA 19406.

 The receiving stream(s), Schuylkill River, is located in State Water Plan watershed 3-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The nearest public water supply intake is for Pennsylvania American Water Company—Norristown District.

 The proposed effluent limits for Outfall 002 are based on a design flow of 6 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2
CBOD5
 Influent Report XXX XXX Report XXX XXX
CBOD5 1,251 1,876 XXX 25 40 50
BOD5
 Influent Report XXX XXX Report XXX XXX
Total Suspended Solids
 Influent Report XXX XXX Report XXX XXX
Total Suspended Solids 1,501 2,252 XXX 30 45 60
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 May 1 - Oct 31 751 XXX XXX 15.0 XXX 30.0
 Nov 1 - Apr 30 1,000 XXX XXX 20.0 XXX 40.0
Total Phosphorus Report XXX XXX Report XXX XXX
PCBs (Dry Weather) (pg/L)
 (Interim) XXX XXX XXX Report
Daily Max
XXX XXX
PCBs (Wet Weather) (pg/L)
 (Interim) XXX XXX XXX Report
Daily Max
XXX XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.000000 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Maximum Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX XXX Report
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
Dissolved Iron XXX XXX XXX XXX Report XXX

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

 • No Stormwater in Sewers

 • Obtain Necessary Property Rights

 • Proper Sludge Disposal

 • Chlorine Minimization

 • Notification of Responsible Operator

 • O&M Plan

 • Fecal Limits

 • Pretreatment Program

 • Whole Effluent Toxicity Monitoring

 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 not in effect.


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

PA0081281, Sewage, SIC Code 6515, Park Acquisition LLC, 2160 Hanover Road, Gettysburg, PA 17325-7719. Facility Name: Cavalry Heights Mobile Home Park. This existing facility is located in Mount Pleasant Township, Adams 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 White Run, is located in State Water Plan watershed 13-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 0.025 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Total
Annual
Minimum Average
Monthly
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.10 XXX 0.20
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200    
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean
XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0
Total Phosphorus Report
Total Mo
Report XXX 2.0 XXX 4.0

 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.

PA0084646, Sewage, SIC Code 8211, Southern Fulton School District, 3072 Great Cove Road #100, Warfordsburg, PA 17267. Facility Name: Southern Fulton Elementary School. This existing facility is located in Bethel Township, Fulton 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, Unnamed Tributary to White Oak Run, is located in State Water Plan watershed 13-B and is classified for Trout Stocking, 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 0.010 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Total
Annual
Minimum Average
Monthly
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.04 XXX 0.13
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean
XXX 10,000
Nitrate-Nitrite as N (lbs/year) XXX Report XXX Report
Annl Avg
XXX XXX
Total Nitrogen (lbs/year) XXX Report XXX Report
Annl Avg
XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
Total Kjeldahl Nitrogen (lbs/year) XXX Report XXX Report
Annl Avg
XXX XXX
Total Phosphorus (lbs/year) XXX Report XXX Report
Annl Avg
XXX XXX

 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.

PA0009440, Industrial Waste, SIC Code 4941, PA American Water Company, 852 Wesley Drive, Mechanicsburg, PA 17055. Facility Name: Silver Spring Water Plant. This existing facility is located in Silver Spring Township, Cumberland County.

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

 The receiving stream(s), Conodoguinet Creek, is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes and 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 0.000000 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 60 75

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.391 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 60 75
Total Aluminum XXX XXX XXX 4.0 8.0 10
Total Iron XXX XXX XXX 2.0 4.0 5.0
Total Manganese XXX XXX XXX 1.0 2.0 2.5

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.

Mass Concentration (mg/l)
Parameters Annl Avg
(lbs/day)
Annual Total
(lbs)
Minimum Monthly
Average
Maximum
Kjeldahl—N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen
 (Interim) Report Report
 (Final) Report Report Report
Total Phosphorus
 (Interim) Report Report
 (Final) Report Report Report

 * The compliance date for Total Nitrogen and Total Phosphorus will begin on October 1, 2013. 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 October 28, 2014. This facility is required to monitor and report for Annual Average Nitrogen and Annual Average Phosphorus from the effective date of the permit until September 30, 2013.

 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.


 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3664.

NPDES Permit No. PA0229156, CAFO, Four Winds Dairy LLC, 400 Vanetten Road, Ulysses, PA 16948.

 This existing facility is located in Harrison Township, Potter County.

 Description of Existing Action/Activity: Authorization for a 2,216 AEU dairy CAFO consisting of 1100 milk cows, 105 dry cows, 655 heifers and 205 calves. The CAFO is situated near the source to the North Fork of the Cowanesque River in watershed 4-A classified for CWF. A release or discharge to waters of the Commonwealth under normal operation conditions is not expected. Normal operation conditions are defined as conditions below a 25-year, 24-hour storm event.


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

PA0038237, Sewage, SIC Code 4952, Rostraver Township Sewage Authority, 1744 Rostraver Road, Belle Vernon, PA 15012-4001. Facility Name: Pollock Run Water Pollutioln Control Plant. This existing facility is located in Rostraver Township, Westmoreland 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), Youghiogheny River, is located in State Water Plan watershed 19-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 1.5 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX .5 XXX XXX
CBOD5 313 475 XXX 25 38 XXX
BOD5
 Influent Report Report XXX Report Report XXX
Total Suspended Solids
 Influent Report Report XXX Report Report XXX
Total Suspended Solids 375 563 XXX 30 45 XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
Total Nitrogen Report Report XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Total Phosphorus Report Report XXX Report Report XXX

 The EPA Waiver is not in effect.


 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481

PA0020346, Sewage, SIC Code 4952, Punxsutawney Borough, 301 East Mahoning Street, Suite 1, Punxsutawney, PA 15767. Facility Name: Punxsutawney Borough STP. This existing facility is located in Punxsutawney Borough, Jefferson 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, the Mahoning Creek, is located in State Water Plan watershed 17-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 2.4 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 430 645 XXX 21.5 32.0 43.0
Total Suspended Solids 600 900 XXX 30 45 60
Total Dissolved Solids Report 48,000
Daily Max
XXX Report XXX Report
Osmotic Pressure (mOs/kg) XXX XXX XXX Report XXX Report
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 150 XXX XXX 7.5 XXX 15.0
 Nov 1 - Apr 30 450 XXX XXX 22.5 XXX 45.0
Total Barium Report XXX XXX Report XXX Report
Total Strontium Report XXX XXX Report XXX Report
Total Uranium (µg/L) Report XXX XXX Report XXX Report
Total Zinc
 (Interim) Report XXX XXX Report Report
Daily Max
Report
 (Final) 15.4 XXX XXX 0.77 1.54
Daily Max
1.92
Chloride Report XXX XXX Report XXX Report
Bromide Report XXX XXX Report XXX Report
Gross Alpha (pCi/L) XXX XXX XXX Report XXX Report
Radium 226/228, Total (pCi/L) XXX XXX XXX Report XXX Report
Chronic Toxicity—
 Ceriodaphnia Survival (TUc) XXX XXX XXX 5.0
Daily Max
XXX XXX
 Ceriodaphnia Reproduction (TUc) XXX XXX XXX 5.0
Daily Max
XXX XXX
 Pimephales Survival (TUc) XXX XXX XXX 5.0
Daily Max
XXX XXX
 Pimephales Growth (TUc) XXX XXX XXX 5.0
Daily Max
XXX XXX

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

 • Requirement to Use eDMR System

 • Solids Management

 • Chronic WET Limitations

 • Combined Sewer Overflows

 • POTW Pretreatment Program Implementation

 • Acceptance of Natural Gas-Related Wastewaters

 • Chapter 95 Treatment Requirements

 • Engineering Evaluation of the Second Oxidation Ditch

 • Requirement To Sample For Al, Fe, and Mn During NPDES Renewal

 • Toxics Reduction Evaluation (TRE)

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

 This is a second draft to add Total Zinc limitations. The EPA Waiver is not in effect.

PA0272604, Sewage, SIC Code 4952, 8811, Paul Zentz, 11558 Route 62, Tidioute, PA 16351. Facility Name: Paul Zentz SRSTP. This proposed facility is located in Limestone Township, Warren County.

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

 The receiving stream is an un-named tributary of the Allegheny River, located in State Water Plan watershed 16-F and 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 0.0004 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 
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.

PA0238465, Industrial Waste, SIC Code 4941, Johnsonburg Municipal Authority, 520 A Market Street, Johnsonburg, PA 15845-1284. Facility Name: Johnsonburg Borough WTP. This existing facility is located in Ridgway Township, Elk County.

 Description of Existing Activity: The application is for a renewal/expansion of an NPDES permit for an existing discharge of treated filter backwash and filter to waste water.

 The receiving stream, Silver Creek, is located in State Water Plan watershed 17-A and is classified for high quality waters—cold water fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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