NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[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.

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I. NPDES Renewal Applications

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 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

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 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

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 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

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 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

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

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 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.

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 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.

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 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.

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 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.

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 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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