NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[43 Pa.B. 5476]
[Saturday, September 14, 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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 Southcentral Region: Clean Water 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?
PA0085537 IW	Altoona Water Authority 900 Chestnut Avenue Altoona, PA 16601	Blair County Antis Township	Tipton Run / 11-A	Y

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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?
PA0044032 (Industrial Waste)	Upper Spring Creek State Fish Hatchery Spring Creek Road Bellefonte, PA 16823	Centre County Benner Township	Spring Creek (9-C)	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?
PA0210803 (Sewage)	Star Route Estates MHP 11012 Star Route Guys Mills, PA 16327	Crawford County East Mead Township	Unnamed Tributary to Little Sugar Creek (16-D)	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

 PA0011681, IW, SIC Code 4932, PECO Energy Co., 300 Front Street, West Conshohocken, PA 19428-2723. Facility Name: PECO West Conshohocken Gas Plant. This existing facility is located in West Conshohocken Borough, Montgomery County.

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

 The receiving stream(s), Gulph Creek and Schuylkill River, is located in State Water Plan watershed 3-F 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 0.02 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Daily 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	Report	XXX	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.026 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Daily Average		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Oxidants	XXX	XXX	XXX	0.2	XXX	0.5
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX

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

 I.

 A. Property Rights

 B. Sludge Disposal

 C. BAT/BCT

 II. Stormwater Requirements

 III. Chemical Additives

 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.

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 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

 PA0062341, Sewage, SIC Code 4952, Aqua Pennsylvania, Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Woodloch Springs Wastewater Treatment Facility. This existing facility is located in Lackawaxen Township, Pike 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, Teedyuskung Creek, is located in State Water Plan watershed 1-B and is classified for High Quality Waters—Cold Water Fishes, Migratory Fishes and, 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 0.150 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.20	XXX	0.46
CBOD5	12.5	XXX	XXX	10	XXX	20
Total Suspended Solids	12.5	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
Nitrate-Nitrite as N	17.5	XXX	XXX	14.0	XXX	28.0
Ammonia-Nitrogen
May 1 - Oct 31	3.75	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	11.25	XXX	XXX	9.0	XXX	18.0
Total Phosphorus	0.63	XXX	XXX	0.5	XXX	1.0
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX

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

 • Maximizing use of wastewater effluent for spray irrigation

 • Reporting of volumes of wastewater effluent and stormwater used for golf course irrigation.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 PAS202211, Storm Water, SIC Code 3399, Silberline Manufacturing Company, Inc., P.O. Box B, Tamaqua, PA 18252. Facility Name: Silberline Manufacturing—Hometown Facility. This existing facility is located in Rush Township, Schuylkill County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of Storm Water.

 The receiving stream, Unnamed Tributary to Nesquehoning Creek, is located in State Water Plan watershed 02B and is classified for High Quality—Cold 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 stormwater Outfall 001 are as follows:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX

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

 • Requirements Applicable to Stormwater Outfalls.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 PA0065463, Storm Water, SIC Code 2448, Millwood, Inc. & Liberty Technologies, 3708 International Boulevard, Vienna, OH 44473. Facility Name: CHEP-Millwood Allentown Service Center. This proposed facility is located in Lower Macungie Township, Lehigh County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of Storm Water.

 The receiving stream, Swabia Creek, is located in State Water Plan watershed 2-C and is classified for High Quality Waters—Cold Water Fishes, Migratory Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001 and 002 (stormwater) are:

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

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

 • Requirements applicable to stormwater outfalls.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

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 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701

 PA0229211, SIC Code 2869, PA Grain Processing LLC, 250 Technology Drive, Clearfield, PA 16830-2663. Facility Name: Clearfield Borough Plant. This proposed facility is located in Clearfield Borough, Clearfield County.

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

 The receiving stream(s), West Branch Susquehanna River, is located in State Water Plan watershed 8-B 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 002 are:

	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
TRPH	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are:

	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
TRPH	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are:

	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
TRPH	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.081 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 Residual Chlorine	XXX	XXX	XXX	0.5	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Total Aluminum	XXX	XXX	XXX	4.0	8.0	XXX
Total Iron	XXX	XXX	XXX	2.0	4.0	XXX
Total Manganese	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 102 are based on a design flow of 0.142 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Halogens	XXX	XXX	XXX	0.2	XXX	0.5
Temperature (°F)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

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

 • Disposal of Sludge.

 • Using Approved list of Chemical Additives.

 • Stormwater Outfalls Maintenance and inspection.

 • No net addition of pollutants to non-contact cooling water.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

 PA0008451, Industrial Waste, SIC Code 4911, Sunbury Generation LP, PO Box 517, 2384 Old Trail Road, Shamokin Dam, PA 17876-0517. Facility Name: Sunbury Generation LP. This existing facility is located in Monroe Township, Snyder County.

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

 The receiving stream(s), Rolling Green Run and Susquehanna River, are located in State Water Plan watershed 6-A and 6-B and are 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 030 are based on a design flow of 251.7 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD) (Final)	Report	Report	XXX	XXX	XXX	XXX
Total Residual Halogens	XXX	XXX	XXX	XXX	XXX	0.2
Temperature (°F)
Intake	XXX	XXX	XXX	XXX	Report	XXX
Temperature (°F) Heat Rejection Rate (MBTUs/day)	XXX	XXX	XXX	XXX	Report	XXX
Jan 1-31 (Interim)	XXX	209600	XXX	XXX	XXX	XXX
Feb 1-29 (Interim)	XXX	229200	XXX	XXX	XXX	XXX
Mar 1-31 (Interim)	XXX	550100	XXX	XXX	XXX	XXX
Apr 1-15 (Interim)	XXX	609000	XXX	XXX	XXX	XXX
Apr 16-30 (Interim)	XXX	609000	XXX	XXX	XXX	XXX
May 1-15 (Interim)	XXX	400800	XXX	XXX	XXX	XXX
May 16-31 (Interim)	XXX	668000	XXX	XXX	XXX	XXX
Jun 1-15 (Interim)	XXX	510800	XXX	XXX	XXX	XXX
Jun 16-30 (Interim)	XXX	510800	XXX	XXX	XXX	XXX
Jul 1-31 (Interim)	XXX	267200	XXX	XXX	XXX	XXX
Aug 1-15 (Interim)	XXX	238400	XXX	XXX	XXX	XXX
Aug 16-31 (Interim)	XXX	234800	XXX	XXX	XXX	XXX
Sep 1-15 (Interim)	XXX	187300	XXX	XXX	XXX	XXX
Sep 16-30 (Interim)	XXX	187300	XXX	XXX	XXX	XXX
Oct 1-15 (Interim)	XXX	188600	XXX	XXX	XXX	XXX
Oct 16-31 (Interim)	XXX	167700	XXX	XXX	XXX	XXX
Nov 1-15 (Interim)	XXX	209600	XXX	XXX	XXX	XXX
Nov 16-30 (Interim)	XXX	167700	XXX	XXX	XXX	XXX
Dec 1-31 (Interim)	XXX	157200	XXX	XXX	XXX	XXX
Jan 1-31 (Final)	XXX	43405	XXX	XXX	XXX	XXX
Feb 1-29 (Final)	XXX	70996	XXX	XXX	XXX	XXX
Mar 1-31 (Final)	XXX	186262	XXX	XXX	XXX	XXX
Apr 1-15 (Final)	XXX	246457	XXX	XXX	XXX	XXX
Apr 16-30 (Final)	XXX	184843	XXX	XXX	XXX	XXX
May 1-15 (Final)	XXX	170670	XXX	XXX	XXX	XXX
May 16-31 (Final)	XXX	409609	XXX	XXX	XXX	XXX
Jun 1-15 (Final)	XXX	224333	XXX	XXX	XXX	XXX
Jun 16-30 (Final)	XXX	224333	XXX	XXX	XXX	XXX
Jul 1-31 (Final)	XXX	106993	XXX	XXX	XXX	XXX
Aug 1-15 (Final)	XXX	99253	XXX	XXX	XXX	XXX
Aug 16-31 (Final)	XXX	109178	XXX	XXX	XXX	XXX
Sep 1-15 (Final)	XXX	103511	XXX	XXX	XXX	XXX
Sep 16-30 (Final)	XXX	79624	XXX	XXX	XXX	XXX
Oct 1-15 (Final)	XXX	94783	XXX	XXX	XXX	XXX
Oct 16-31 (Final)	XXX	103400	XXX	XXX	XXX	XXX
Nov 1-15 (Final)	XXX	112338	XXX	XXX	XXX	XXX
Nov 16-30 (Final)	XXX	56169	XXX	XXX	XXX	XXX
Dec 1-31 (Final)	XXX	49405	XXX	XXX	XXX	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	XXX	7.0
Total PCBs (µg/L)	XXX	XXX	XXX	XXX	XXX	0.065

 The proposed effluent limits for Outfall 031 are based on a design flow of 4.6 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	100	130
Oil and Grease	XXX	XXX	XXX	15	20	30
Total Copper (µg/L)	Report	Report	XXX	Report	Report	XXX
Dissolved Iron	11.89	18.41	XXX	0.31	0.48	0.77
Total Thallium (µg/L)	0.009	0.014	XXX	0.25	0.39	0.62
Total PCBs (µg/L)	XXX	XXX	XXX	XXX	XXX	0.065

 The proposed effluent limits for Outfall 032 are based on a design flow of 0.022 MGD.

	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
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 130 are based on a design flow of 1.21 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD) (Final)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30	XXX	50
Oil and Grease	XXX	XXX	XXX	15	20	30
Dissolved Iron	XXX	XXX	XXX	XXX	XXX	7.0
Total PCBs (µg/L)	XXX	XXX	XXX	XXX	XXX	0.065

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 031.

	Mass (lbs)		Concentration (mg/l)
Parameters	Monthly	Annual	Minimum	Monthly 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

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 130.

	Mass (lbs)		Concentration (mg/l)
Parameters	Monthly	Annual	Minimum	Monthly 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

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

 • Outfall Meter Installation and Operation

 • Cooling Water Intake Structures

 • Heat Rejection Limitations

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is not in effect.

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

 PA0254673, Storm Water, SIC Code 2899, Henwil Corporation, 899 Third Street, Newell, PA 15466. Facility Name: Henwil/Newell Works. This proposed facility is located in Newell Borough, Fayette County.

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

 The receiving stream, the Monongahela River is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation.

 The proposed effluent limits for Outfall 001 are based on a precipitation based design flow.

	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	XXX	XXX	9
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum	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 Nickel	XXX	XXX	XXX	Report	Report	XXX
Total Selenium	XXX	XXX	XXX	Report	Report	XXX
Sulfate (Interim)	Report	Report	XXX	Report	Report	XXX
Sulfate (Final)	Report	Report	XXX	Report	250	XXX
Total Zinc	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a precipitation based design flow

	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	XXX	XXX	9
Chemical Oxygen Demand	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Total Mercury	XXX	XXX	XXX	Report	Report	XXX
Sulfate	Report	Report	XXX	Report	Report	XXX
Chloride (lbs/min)	Report	Report	XXX	Report	Report	XXX
Bromide (lbs/min)	Report	Report	XXX	Report	Report	XXX
Chloroform	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a precipitation based design flow

	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	XXX	XXX	9
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Total Aluminum	XXX	XXX	XXX	2.0	4.0	XXX
Total Iron	XXX	XXX	XXX	3.5	7.0	XXX
Sulfate	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a precipitation based design flow.

	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	XXX	XXX	9
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Total Aluminum	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 Nickel	XXX	XXX	XXX	Report	Report	XXX
Total Selenium	XXX	XXX	XXX	Report	Report	XXX
Sulfate (Interim)	Report	Report	XXX	Report	Report	XXX
Sulfate (Final)	Report	Report	XXX	Report	250	XXX

 The proposed effluent limits for Outfall 006 are based on a precipitation based design flow

	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	XXX	XXX	9
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Total Aluminum	XXX	XXX	XXX	2.0	4.0	XXX
Total Iron	XXX	XXX	XXX	3.5	7.0	XXX
Sulfate	Report	Report	XXX	Report	Report	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 PA0216739, SIC Code 4953, Allegheny Ludlum LLC, 100 River Road, Brackenridge, PA 15014. Facility Name: Route 356 Landfill. This existing facility is located in Allegheny Township, Westmoreland County.

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

 The receiving stream, Unnamed Tributary to Allegheny River, is located in State Water Plan watershed 18-A 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 0.02 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	10	20	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Total Aluminum	XXX	XXX	XXX	0.5	1.0	XXX
Total Chromium (III)	XXX	XXX	XXX	Report	Report	XXX
Hexavalent Chromium	XXX	XXX	XXX	0.011	0.022	XXX
Dissolved Iron	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	1.5	3.0	XXX
Total Molybdenum	XXX	XXX	XXX	0.18	0.36	XXX
Total Nickel	XXX	XXX	XXX	0.054	0.11	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.003 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 Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Hexavalent Chromium	XXX	XXX	XXX	0.013	0.026	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Molybdenum	XXX	XXX	XXX	XXX	Report	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

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

 PA0222631, Sewerage, SIC Code 4952, 8811, Gray Wendy A, 17242 Enterprise Road, Titusville, PA 16354-9532. Facility Name: Wendy A Gray SRSTP. This proposed facility is located in Oilcreek Township, Venango County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of treated sewage from household operations.

 The receiving stream is an unnamed tributary of Pine Creek, located in State Water Plan watershed 16-E and classified for High Quality—Cold Water Fish, 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
Total Residual Chlorine	XXX	XXX	XXX	Report	XXX	Report
BOD5	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.

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III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law

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

 WQM Permit No. 2313402, Sewage, Nether Providence Township, 214 Sykes Lane, Wallingford, PA 19086.

 This proposed facility is located in Nether Providence Township, Delaware County.

 Description of Action/Activity: Construction of a new gravity sanitary sewer to serve 6 residential properties.

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

 WQM Permit No. 4009407 T-1, Sewage, Little Washington WW Co., 1031 Valley Of Lks, Hazleton, PA 18202.

 This existing facility is located in Hazle Township, Luzerne County.

 Description of Proposed Action/Activity: Transfer of an existing Water Quality Management Permit from Eagle Rock Resort Company to Little Washington Wastewater Co. for sewage collection and conveyance facilities in the Ridge View, Ridge View West, North Ridge, Valley View & JA East sections and the Valley View Interceptor sewer.

 WQM Permit No. 4009405 T-1, Sewage, Little Washington WW Co., 1031 Valley Of Lakes, Hazleton, PA 18202.

 This existing facility is located in Hazle Township, Luzerne County.

 Description of Proposed Action/Activity: Transfer of an existing Water Quality Management Permit from Eagle Rock Resort Company to Little Washington Wastewater Co. for low pressure sewage collection system for Laurel Valley and Highlands sections of Eagle Rock, Laurel Valley Pump Station No. 1, No. 2, The Highlands Pump Station plus the Butler and the Valley View Interceptors.

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

 WQM Permit No. 3694404 Amendment No. 1, Sewerage, Earl Township Sewer Authority, 517 North Railroad Avenue, New Holland, PA 17557.

 This proposed facility is located in Earl Township, Lancaster County.

 Description of Proposed Action/Activity: Application for the construction of new headworks facilities, new SBR tanks, chemical feed facilities, a new filter and a new UV system.

 WQM Permit No. WQG02221302, Sewerage, Halifax Area Water & Sewer Authority, PO Box 443, Halifax, PA 17032.

 This proposed facility is located in Halifax Township, Dauphin County.

 Description of Proposed Action/Activity: Seeking permit approval for the rehabilitation of Boyer Street pump station.

 Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745

 WQM Permit No. 0213405, Sewerage, Ohio Township Sanitation Authority, 1719 Roosevelt Rd., PGH, PA 15237

 This proposed facility is located in Ohio Township, Allegheny County

 Description of Proposed Action/Activity: Application for construction and operation of two pump stations.

 WQM Permit No. 6313400, Sewerage, Peters Creek Sanitation Authority, 3502 Lincoln Ave., Finleyville, PA 15332

 This proposed facility is located in Nottingham Township, Washington County

 Description of Proposed Action/Activity: Application for the construction and operation of sewer lines.

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

 WQM Permit No. WQG01251312, Sewage, Kenneth A. Pollard, 8150 Franklin Road, Girard, PA 16417.

 This proposed facility is located in Fairview Township, Erie County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant to replace an existing malfunctioning on-lot system.

 WQM Permit No. WQG01251313, Sewage, David L. Crane, 7233 Crane Road, Edinboro, PA 16412.

 This proposed facility is located in Franklin Township, Erie County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 4391413, Sewage, Sunnyview MHC, LLC, P.O. Box 382, Berwick, PA 18603.

 This existing facility is located in Pymatuning Township, Mercer County.

 Description of Proposed Action/Activity: Transfer of existing WQM permit from Eagle Development Corporation to Sunnyview MHC LLC.

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IV. NPDES Applications for Stormwater Discharges from MS4

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

 PAI130545, MS4, Delaware County, Rose Tree Park-Hunt Club, 1521 N. Providence Road, Media, PA 19063. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Media Borough, Delaware County. The receiving stream(s), Chester Creek, Crum Creek, Darby Creek, Green Creek, Hermesprota Creek, Little Crum Creek, Rocky Run, Stony Creek, Unnamed Tributary to Crum Creek, Unnamed Tributary to Ridley Creek and West Branch Chester Creek, are located in State Water Plan watershed 3-G and are classified for Trout Stocking, Warm Water Fishes, Migratory Fishes, High Quality Waters—Cold Water Fishes, Trout Stocking, Migratory Fishes, Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. 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.

 PAI130024, SIC 9199, MS4, Ontelaunee Township Berks County, 35 Ontelaunee Drive, Reading, PA 19605. The application is for a new individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Ontelaunee Township, Berks County. The individual permit replaces a general permit. The receiving streams, Willow Creek, Maiden Creek, Schuylkill River and Lake Ontelaunee, are located in State Water Plan watershed(s) 3-C and 3-D, and are classified for High Quality Waters, Warm Water Fishes, Migratory Fishes, Cold Water Fishes, aquatic life, water supply and recreation.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. 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.

 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PAI132214, MS4, Bethlehem Township Northampton County, 4225 Easton Avenue, Bethlehem, PA 18020. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Bethlehem Township, Northampton County. The receiving stream(s), Nancy Run, Unnamed Tributary #03342 to Lehigh River, and Unnamed Tributary #03340 to Lehigh River are located in State Water Plan watershed 2-C and 20-C and are classified for High Quality—Cold Water Fishes and Migratory Fishes, Cold Water Fishes and Migratory Fishes, and Cold Water Fishes and Migratory Fishes respectively.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA waiver is not in effect.

 PAI132215, MS4, Bath Borough Northampton County, 215 E Main Street Suite 1, Bath, PA 18014-1597. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Bath Borough, Northampton County. The receiving stream(s), Monocacy Creek, is located in State Water Plan watershed 2-C and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA waiver is not in effect.

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V. Applications for NPDES Waiver Stormwater Discharges from MS4

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VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI010913005	Milford Business Center P.O. Box 116 Township Line Road Hatfield, PA	Bucks	Milford Township	Unami Creek HQ
PAI011513021	Southdown Homes, L.P. 55 Country Club Drive Downingtown, PA 19335	Chester	West Nantmeal Township	French Creek EV
PAI01 5113010	JARYNN, LP 1151 Walton Road Blue Bell, PA 19422	Philadelphia	City of Philadelphia	Delaware River WWF-MF
PAI01 5113011	Frankford Valley Foundation for Literacy II 13000 Lincoln Drive West Suite 302 Marlton, NJ 08053	Philadelphia	City of Philadelphia	Delaware River WWF

 Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Lehigh County. Conserve District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown PA 18104, 610-391-9583

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023913005	Steven R. Moneymaker 416 Grange Road Allentown, PA 18106-9383	Lehigh	Lowhill Township	Cherith Brook (HQ-CWF, MF) Unnamed Tributary to Jordan Creek (HQ-CWF, MF)

 Carbon County Conservation District, 5664 Interchange Rd., Lehighton PA 18235-5114, 610-377-4894

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI021313003	New Enterprise Stone & Lime Co. P.O. Box 77 New Enterprise, PA 16664	Carbon	Kidder Township	UNT to Lehigh River (HQ-CWF, MF)

 Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701

 

 Centre County Conservation District: 414 Holmes Avenue, Suite 4, Bellefonte, PA 16823, (814) 355-6817

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI041413006	PA Dept of Transportation 2-0 PO Box 342 Clearfield PA 16830	Centre	Potter Township	Spring Creek HQ-CWF, MF Cedar Run CWF, MF Sinking Creek CWF, MF

 Union County Conservation District: Union County Government Center, 155 North 15th Street, Lewisburg, PA 17837, (570) 524-3860

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI046013002	Abram Zimmerman 600 Conley Rd Mifflinburg PA 17844	Union	West Buffalo Township	UNT to Rapid Run HQ-CWF

 Southwest Region: Waterways & Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. (412) 442.4315

Permit No.	Applicant & Address	County	Municipality	Stream Name
PAI056313005	South Strabane Township 550 Washington Road Washington, PA 15301	Washington	South Strabane Township	UNT to Little Chartiers Creek (HQ-WWF)

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VII. List of NOIs for NPDES and/or Other General Permit Types

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PAG-12

CAFOs

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