NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[49 Pa.B. 2622]
[Saturday, May 25, 2019]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0061948 (Sewage)	Otto's RV Park 1500 Rock Street Lehighton, PA 18235	Carbon County Franklin Township	Pohopoco Creek (CWF, MF) (2-B)	Yes
PA0065544 (Stormwater)	Ocean Spray Cranberries, Inc.— Lehigh Valley Facility 151 Boulder Drive Breinigsville, PA 18031-1850	Lehigh County Upper Macungie Township	Iron Run (HQ-CWF, MF) (2-C)	Yes
PA0063606 (Industrial)	Closed Bangor Ash Disposal Site 5027 River Road Mount Bethel, PA 18343-5610	Northampton County Bangor Borough	Unnamed Tributary to Martins Creek (CWF, MF) (1-F)	Yes

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0113298 (Sewage)	Elkland Borough STP and Lines 105 Parkhurst Street Elkland, PA 16920-1109	Tioga County Elkland Borough	Cowanesque River (4-A)	No
PA0228656 (Industrial)	Irvona Municipal Authority Water Tmnt Plant P.O. Box 247 Irvona, PA 16656-0247	Clearfield County Irvona Borough	North Witmer Run (CWF) (8-C)	Yes
PA0209627 (Sewage)	Stoltzfus Farms Inc. SFSTF 137 Wilson Road Wellsboro, PA 16901-7393	Tioga County Shippen Township	UNT to Stowell Run (9-A)	Yes
PA0113778 (Sewage)	Pleasant View Estates 3499 US Highway 9 Suite 3C Freehold, NJ 07728-3277	Columbia County South Centre Township	Unnamed Tributary to Susquehanna River (CWF) (5-D)	Yes
PA0111902 (Industrial)	Dairy Farmers of America 1405 N 98th Street Kansas City, KS 66111-1865	Tioga County Middlebury Township	Norris Brook (4-A)	Yes

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 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0205915 (Sewage)	Dayton Borough STP P.O. Box 396 Dayton, PA 16222-0396	Armstrong County Dayton Borough	Glade Run (17-D)	Yes
PA0028452 (Sewage)	Dunkard Bobtown STP P.O. Box 352 Bobtown, PA 15315-0352	Greene County Dunkard Township	Dunkard Creek (WWF) (19-G)	Yes
PA0090344 (Sewage)	Windyknoll STP 1719 Roosevelt Road Pittsburgh, PA 15237-1050	Allegheny County Ohio Township	Unnamed Tributary to Toms Run (WWF) (20-G)	Yes

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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?
PA0040967 (Sewage)	Wolf Run Marina P.O. Box 395 Clarendon, PA 16313-0395	Warren County Mead Township	Kinzua Creek (16-B)	Yes
PA0038482 (Sewage)	Fox Township STP P.O. Box 186 116 Irishtown Road Kersey, PA 15846	Elk County Fox Township	Unnamed Tributary to the Daguscahonda Run (CWF) (17-A)	Yes
PA0221520 (Sewage)	Highland Township Municipal Authority STP P.O. Box 143 James City, PA 16734-0143	Elk County Highland Township	Unnamed Tributary to Wolf Run (16-F)	Yes

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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. Telephone 484-250-5970.

 PA0013323, Industrial, SIC Code 3721, The Boeing Company, P.O. Box 16858, MS P29-14, Philadelphia, PA 19142-0858. Facility Name: Boeing Helicopters Ridley Facility. This existing facility is located in Ridley Township, Delaware County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated process wastewater, cooling tower blow down, and stormwater.

 The receiving streams, Darby Creek, Crum Creek, and Delaware River, are located in State Water Plan watershed 3-G and is classified for Migratory Fishes, Warm Water Fishes, and 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 .087 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
PCBs Dry Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .087 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	0.5	XXX	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Total Dissolved Solids	XXX	XXX	XXX	1,000	2,000	2,500
Oil and Grease	XXX	XXX	XXX	15	XXX	30

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of oil bearing stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of oil bearing stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of oil bearing stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15	XXX	30

 The proposed effluent limits for Outfall 008 are based on an average flow of oil bearing stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on an average flow of oil bearing stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15	XXX	30

 The proposed effluent limits for Outfall 012 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 025 are based on an average flow of stormwater—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	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 Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum Instant.	Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Industrial Influent	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Cadmium, Total	XXX	XXX	XXX	0.26	0.69	XXX
Chromium, Hexavalent	XXX	XXX	XXX	1.71	2.22	XXX
Copper, Total	XXX	XXX	XXX	2.07	3.38	XXX
Nickel, Total	XXX	XXX	XXX	2.38	3.98	XXX
Silver, Total	XXX	XXX	XXX	0.24	0.43	XXX
Zinc, Total	XXX	XXX	XXX	1.48	2.61	XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Toxic Organics	XXX	XXX	XXX	XXX	2.13	XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX

 Stormwater Outfalls 009, 010, 011, 013, 014, 015, 017, 019, 020, 021, 022 and 023 are not required to be monitored.

 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. TTO Definition

 F. TTO Monitoring

 G. Thermal Requirement

 H. Cooling Tower Maintenance Chemicals

 I. TMDL/WLA Data

 J. Non-Stormwater Discharges

 K. Chemical Additives Requirement

 L. Stormwater Requirement

 M. PCB PMP 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.

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

 PA0088251, Sewage, SIC Code 4952, Upper Bern Township Berks County, 25 N 5th Street, Shartlesville, PA 19554-0185. Facility Name: Upper Bern Township STP. This existing facility is located in Upper Bern Township, Berks 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), Wolf Creek (CWF), is located in State Water Plan watershed 3-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .155 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	32.0	51.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	38.0	58.0	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	6.0	XXX	XXX	4.5	XXX	9.0
May 1 - Oct 31	2.0	XXX	XXX	1.5	XXX	3.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	1.3	XXX	XXX	1.0	XXX	2.0
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Solids to be hauled offsite for disposal.

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

 • N/A

 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.

 PA0246611, Sewage, SIC Code 4952, Upper Tulpehocken Township Berks County, 6501 Old Route 22, Bernville, PA 19506. Facility Name: Upper Tulpehocken Township STP. This existing facility is located in Strausstown Borough, Berks 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), Jackson Creek (CWF), is located in State Water Plan watershed 3-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .065 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	13.0	22.0	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	16.0	24.0	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	6.5	XXX	XXX	12.0	XXX	25.5
May 1 - Oct 31	2.0	XXX	XXX	4.0	XXX	8.5
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	0.55	XXX	XXX	1.0	XXX	2.0
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Offsite disposal at another treatment facility.

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

 • N/A

 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.

 PA0081361, Sewage, SIC Code 4941, Mesco Inc., P.O. Box 421, Dillsburg, PA 17019-0421. Facility Name: Memphord Estates STP. This existing facility is located in Monaghan Township, York 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), Stony Run, is located in State Water Plan watershed 7-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	Report	Report	XXX	25.0	XXX	50.0
Total Suspended Solids	Report	Report	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	8.5	XXX	17.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Solids to be hauled offsite for disposal.

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

 • N/A

 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.

 PA0036285, Sewage, SIC Code 6515, ATG Properties LLC, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Brookhaven MHP. This existing facility is located in Hellam Township, York 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 Dee Run, is located in State Water Plan watershed 7-H 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 .04 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.34	XXX	1.11
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000      Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200     Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Solids to be hauled offsite for disposal.

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

 • N/A

 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.

 PA0266949, Sewage, SIC Code 8811, Harding Earl and Malinda, 140 Landfill Road, Hopewell, PA 16650. Facility Name: Broad Top Township-Harding Residence. This proposed facility is located in Broad Top Township, Bedford County.

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

 The receiving stream(s), UNT of Sandy Run, is located in State Water Plan watershed 11-D and is classified for 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 a design flow of .0006 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	1,000

 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.

---

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

 PA0044326, Industrial, SIC Code 4953, MAX Environmental Technologies, Inc., 651 Holiday Drive, Suite 5, Pittsburgh, PA 15220. Facility Name: Bulger Plant. This existing facility is located in Smith and Robinson Townships, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of storm water and treated industrial waste.

 The receiving streams, Raccoon Creek (WWF), Little Raccoon Run (WWF), and an unnamed tributary to Little Raccoon Run, are located in State Water Plan watershed 20-D and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.195 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (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 (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	45.0	90.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Nickel, Total	XXX	XXX	XXX	1.0	2.0	2.5
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
4,4-DDD (ug/L)	XXX	XXX	XXX	Report	Report	XXX
4,4-DDT (ug/L)	XXX	XXX	XXX	Report	Report	XXX
4,4-DDE (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Pentachlorophenol (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylamide (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylonitrile (ug/L)	XXX	XXX	XXX	Report	Report	XXX
1,4-Dioxane (ug/L)	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	Report	Report	XXX
Dieldrin (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Heptachlor (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Toxaphene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Vinyl Chloride (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.195 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (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 (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	45.0	90.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Nickel, Total	XXX	XXX	XXX	1.0	2.0	2.5
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
4,4-DDD (ug/L)	XXX	XXX	XXX	0.012	0.019	0.03
4,4-DDT (ug/L)	XXX	XXX	XXX	0.012	0.019	0.03
4,4-DDE (ug/L)	XXX	XXX	XXX	0.012	0.019	0.03
Pentachlorophenol (ug/L)	XXX	XXX	XXX	19.19	29.94	47.97
Acrylamide (ug/L)	XXX	XXX	XXX	4.97	7.76	XXX
Acrylonitrile (ug/L)	XXX	XXX	XXX	3.62	5.65	XXX
1,4-Dioxane (ug/L)	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	Report	Report	XXX
Dieldrin (ug/L)	XXX	XXX	XXX	0.004	0.006	0.01
Heptachlor (ug/L)	XXX	XXX	XXX	0.006	0.009	0.01
Toxaphene (ug/L)	XXX	XXX	XXX	0.002	0.004	0.005
Vinyl Chloride (ug/L)	XXX	XXX	XXX	1.77	2.77	XXX

 Outfalls 004, 005, 006, 007, 013, 014, and 015 are authorized to discharge storm water that is not exposed to industrial activities.

 In addition, the permit contains the following major special conditions: a schedule of compliance for water quality limits and requirements applicable to storm water, chemical additives, and emergency overflows.

 Note: Effluent limits or reporting requirements are proposed for acrylamide, acrylonitrile, vinyl chloride, pentachlorophenol, 4,4-DDT, 4,4-DDE, 4,4-DDD, dieldrin, toxaphene, and 1,4-dioxane because MAX Environmental Technologies (MAX) did not achieve the Department's minimum quantitation limits for the permit application's required analyses. The Department will allow MAX to analyze new samples for these pollutants during the 30-day draft permit comment period. If MAX verifies that the pollutants are not present in its wastewater discharges at the Department's quantitation limits, monitoring requirements or effluent limitations for those pollutants may be eliminated prior to final permit issuance.

 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 not in effect.

 PA0006254, Industrial, SIC Code 2821, NOVA Chemicals Inc., 400 Frankfort Road, Monaca, PA 15061-2212. Facility Name: NOVA Chemicals' Beaver Valley Site. This existing facility is located in Potter Township, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial wastes, treated sewage, non-contact cooling water, and storm water.

 The receiving streams, the Ohio River (WWF) and Raccoon Creek (WWF), are located in State Water Plan watershed 20-B and 20-D and are classified for Warm Water Fishes, aquatic life, water supply, and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a flow of 15 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (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 (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	110.0	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Styrene	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Annual Average	Daily Maximum	Instant. Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (MGD)	Report Avg Mo	Report	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 (TRC)	XXX	XXX	XXX	0.44 Avg Mo	1.03	XXX
Biochemical Oxygen Demand  (BOD5)	315.0 Avg Mo	835.0	XXX	24.0 Avg Mo	64.0	XXX
Total Suspended Solids	520.0 Avg Mo	1,685.0	XXX	40.0 Avg Mo	130.0	XXX
Copper, Total	1.07 Avg Mo	2.14	XXX	0.083 Avg Mo	0.166	XXX
Lead, Total	4.12 Avg Mo	8.88	XXX	0.320 Avg Mo	0.690	XXX
Nickel, Total	21.7 Avg Mo	51.2	XXX	1.69 Avg Mo	3.98	XXX
Zinc, Total	6.18 Avg Mo	12.4	XXX	0.480 Avg Mo	0.960	XXX
Phenol	0.193 Avg Mo	0.334	XXX	0.015 Avg Mo	0.026	XXX
Oil and Grease	XXX	XXX	XXX	15.0 Avg Qrtly	30.0	XXX
Acrolein	0.078 Avg Qrtly	0.121	XXX	0.0060 Avg Qrtly	0.0094	XXX
Phenanthrene	0.129 Avg Qrtly	0.202	XXX	0.010 Avg Qrtly	0.015	XXX
Styrene	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Chromium, Total	14.2	35.6	XXX	1.11	2.77	XXX
Cyanide, Total	5.40	15.4	XXX	0.420	1.20	XXX
2-Chlorophenol	0.399	1.26	XXX	0.031	0.098	XXX
2,4-Dichlorophenol	0.502	1.44	XXX	0.039	0.112	XXX
2,4-Dimethylphenol	0.231	0.463	XXX	0.018	0.036	XXX
Fluorene	0.283	0.759	XXX	0.022	0.059	XXX
2,4-Dinitrophenol	0.914	1.58	XXX	0.071	0.123	XXX
2,4-Dinitrotoluene	1.46	3.66	XXX	0.113	0.285	XXX
2,6-Dinitrotoluene	3.28	8.25	XXX	0.255	0.641	XXX
4,6-dinitro-o-cresol	1.00	3.56	XXX	0.078	0.277	XXX
2-Nitrophenol	0.527	0.888	XXX	0.041	0.069	XXX
4-Nitrophenol	0.927	1.59	XXX	0.072	0.124	XXX
Acenaphthene	0.283	0.759	XXX	0.022	0.059	XXX
Acenaphthylene	0.283	0.759	XXX	0.022	0.059	XXX
Acrylonitrile	0.816	1.27	XXX	0.063	0.098	XXX
Anthracene	0.283	0.759	XXX	0.022	0.059	XXX
Chlorobenzene	0.193	0.360	XXX	0.015	0.028	XXX
1,2-Dichlorobenzene	0.991	2.09	XXX	0.077	0.163	XXX
1,3-Dichlorobenzene	0.399	0.566	XXX	0.031	0.044	XXX
1,4-Dichlorobenzene	0.193	0.360	XXX	0.015	0.028	XXX
1,3-Dichloropropylene	0.373	0.566	XXX	0.029	0.044	XXX
1,2,4-Trichlorobenzene	0.875	1.80	XXX	0.068	0.140	XXX
Ethylbenzene	0.412	1.39	XXX	0.032	0.108	XXX
Hexachlorobenzene	0.004	0.006	XXX	0.0003	0.0005	XXX
Nitrobenzene	0.347	0.875	XXX	0.027	0.068	XXX
Benzene	0.476	1.75	XXX	0.037	0.136	XXX
Benzo(a)Anthracene	0.013	0.020	XXX	0.0010	0.0016	XXX
Benzo(a)Pyrene	0.060	0.094	XXX	0.0047	0.0073	XXX
Benzo(k)Fluoranthene	0.060	0.094	XXX	0.0047	0.0073	XXX
3,4-Benzofluoranthene	0.060	0.094	XXX	0.0047	0.0073	XXX
Carbon Tetrachloride	0.232	0.489	XXX	0.018	0.038	XXX
Chloroethane	1.33	3.45	XXX	0.104	0.268	XXX
1,1,1-Trichloroethane	0.270	0.695	XXX	0.021	0.054	XXX
1,1,2-Trichloroethane	0.270	0.695	XXX	0.021	0.054	XXX
1,1-Dichloroethane	0.283	0.759	XXX	0.022	0.059	XXX
1,2-Dichloroethane	0.875	2.71	XXX	0.068	0.211	XXX
1,2-Dichloropropane	1.97	2.96	XXX	0.153	0.230	XXX
Bis(2-Ethylhexyl)Phthalate	1.32	3.59	XXX	0.103	0.279	XXX
Chloroform	0.270	0.592	XXX	0.021	0.046	XXX
Chrysene	0.060	0.094	XXX	0.0047	0.0073	XXX
Diethyl Phthalate	1.04	2.61	XXX	0.081	0.203	XXX
Dimethyl Phthalate	0.244	0.605	XXX	0.019	0.047	XXX
Di-n-Butyl Phthalate	0.347	0.733	XXX	0.027	0.057	XXX
Fluoranthene	0.321	0.875	XXX	0.025	0.068	XXX
Hexachlorobutadiene	0.257	0.630	XXX	0.020	0.049	XXX
Hexachloroethane	0.270	0.695	XXX	0.021	0.054	XXX
Methyl Chloride	1.11	2.44	XXX	0.086	0.190	XXX
Methylene Chloride	0.515	1.14	XXX	0.040	0.089	XXX
Naphthalene	0.283	0.759	XXX	0.022	0.059	XXX
Pyrene	0.321	0.862	XXX	0.025	0.067	XXX
1,1-Dichloroethylene	0.206	0.321	XXX	0.016	0.025	XXX
trans-1,2-Dichloroethylene	0.270	0.695	XXX	0.021	0.054	XXX
Tetrachloroethylene	0.283	0.721	XXX	0.022	0.056	XXX
Toluene	0.334	1.03	XXX	0.026	0.080	XXX
Trichloroethylene	0.270	0.695	XXX	0.021	0.054	XXX
Vinyl Chloride	0.400	0.624	XXX	0.031	0.048	XXX

 The proposed effluent limits for Internal Monitoring Point 102 are based on a design flow of 0.10 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (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 (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Nov 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200    Geo Mean	XXX	400
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfalls 020, 021, and 025 are for storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX
Phenanthrene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 Sludge use and disposal description and location(s): Sludge is pumped out twice annually, hauled to American Landfill in Waynesburg, Ohio, solidified, and landfilled.

 Outfalls 004 and 005 are authorized to discharge uncontaminated river pump house sump contact seal water. Outfalls 006 and 007 are authorized to discharge river water used to clean the intake screens. Debris collected on the intake trash racks cannot be returned to the waterway.

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

 •  Requirements applicable to: 1) NOVA's cooling water intake structure pursuant to § 316(b) of the Clean Water Act; 2) storm water; and 3) chemical additives.

 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 not in effect.

 PA0204994, Sewage, SIC Code 4952, Central Indiana County Joint Sanitary Authority, 603 South Main Street Ext, P.O. Box 7, Homer City, PA 15748-0007. Facility Name: Homer City STP. This existing facility is located in Center Township, Indiana 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), Two Lick Creek (TSF), is located in State Water Plan watershed 18-D 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 0.65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily 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	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	135.0	215.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	160.0	240.0	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000.0    Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200.0   Geo Mean	XXX	1,000.0
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	135.0	XXX	XXX	25.0	XXX	50.0
May 1 - Oct 31	90.0	XXX	XXX	17.5	XXX	35.0
Chromium, Hexavalent	Report	XXX	XXX	Report	Report Daily Max	XXX
Copper, Total	Report	XXX	XXX	Report	Report Daily Max	XXX
1,4-Dioxane	Report	XXX	XXX	Report	Report Daily Max	XXX

 Sludge use and disposal description and location(s): Sludge is sent to a belt filter press with solids disposed at a regional landfill.

 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 NOT in effect.

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

 PA0272191, Sewage, SIC Code 4952, 8800, Deborah Mclaughlin, 3389 Hoover Heights, Harborcreek, PA 16421. Facility Name: Deborah Mclaughlin SRSTP. This proposed facility is located in Harborcreek Township, Erie 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 Unnamed Tributary to Elliotts Run, located in State Water Plan watershed 15-A and classified for Cold Water and Migratory 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 Sewage sludge is stored in the processing equipment prior to off-site disposal.

 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.

 PA0272132, Sewage, SIC Code 8800, Jason Hickernell, 53 Quarry Hill Road, Greenville, PA 16125. Facility Name: Jason Hickernell SRSTP. This proposed facility is located in Hempfield Township, Mercer County.

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

 The receiving stream(s), Unnamed Tributary of Shenango River (WWF), is located in State Water Plan watershed 20-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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

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

 WQM Permit No. 6719401, Sewerage, High Pointe, LLC, 4175 Hanover Pike, Manchester, MD 21102.

 This proposed facility is located in Penn and West Manheim Townships, York County.

 Description of Proposed Action/Activity: Construction of residential subdivision sewage pumping station.

 WQM Permit No. 0519401, Sewerage, Broad Top Township, P.O. Box 57, Defiance, PA 16633.

 This proposed facility is located in Broad Top Township, Bedford County.

 Description of Proposed Action/Activity: Construction of a single family residential small flow treatment facility.

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 WQM Permit No. 5688403 A-1, Sewage, Highland Tank & Manufacturing Co., 1 Highland Road, Stoystown, PA 15563-6456.

 This existing facility is located in Quemahoning Township, Somerset County.

 Description of Proposed Action/Activity: Construction of a small flow treatment facility with a Singular Bio-Kinetic 960-500 treatment tank utilizing the extended aeration process. This new facility will replace the existing malfunctioning facility consisting of septic tank and sand filter treatment process.

 WQM Permit No. 0219401, Sewage, Hampton Township, 3101 McCully Road, Allison Park, PA 15101.

 This proposed facility is located in Hampton Township, Allegheny County.

 Description of Proposed Action/Activity: Proposed construction of replacement and upgrade of the existing Glannons Pump Station located near 3793 Mt Royal Blvd in Allison Park, PA. Treatment to be provided at the existing Allison Park STP.

 WQM Permit No. 0275407 A-1, Sewage, Deer Creek Drainage Basin Authority, P.O. Box 158, Russellton, PA 15076.

 This existing facility is located in West Deer Township, Allegheny County.

 Description of Proposed Action/Activity: The applicant proposes to relocate approximately 780 L.F. of 15" diameter PVC sewer line in the vicinity of Oak Road (S.R. 1022).

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IV. NPDES Individual Permit Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).

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 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, Telephone 484-250-5970.

 PAI130501, MS4, East Coventry Township Chester County, 855 Ellis Woods Road, Pottstown, PA 19465-8151. 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 East Coventry Township, Chester County. The receiving streams, Unnamed Tributaries to Schuylkill River (HQ-TSF, MF), Stony Run (HQ-TSF, MF), Schuylkill River (WWF, MF), Pigeon Creek (HQ-TSF, MF) are located in State Water Plan watershed 3-D and are classified for Migratory Fishes, Warm Water Fishes, and High-Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 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 for small MS4s, and is not in effect for large MS4s.

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

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 Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Lackawanna County Conservation District, 1038 Montdale Road, Scott Township, PA 18447.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD350012	PennDOT Engineering District 4-0 Susan Hazelton 55 Keystone Industrial Park Dunmore, PA 18512	Lackawanna	Dunmore Boro Roaring Brook Twp	Roaring Brook (CWF, MF) EV Wetlands

 Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD390123	Upper Macungie Twp 8330 Schantz Rd Breinigsville, PA 18031	Lehigh	Upper Macungie Twp	UNT to Little Lehigh Creek (HQ-CWF, MF)
PAD390121	HRES Allentown Susquehanna LLC 5100 W Kennedy Blvd Ste 100 Tampa, FL 33609	Lehigh	Allentown City	Trout Creek (HQ-CWF, MF)
PAD390122	South 4th St Investors LLC 14 Balligomingo Rd Conshohocken, PA 19428-0992	Lehigh	Allentown City	Trout Creek (HQ-CWF, MF)

 Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Phillips, Section Chief, 717.705.4802.

Permit #	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD290002	Ilera Healthcare, LLC 3553 West Chester Pike, # 347 Newtown Square, PA 19073	Fulton	Taylor Township	Lick Branch (HQ/CWF) UNT Lick Branch (HQ/CWF)
PAD670033	Core5 Industrial Partners, LLC 1230 Peachtree Street Northeast Suite 3560 Atlanta, GA 30309	York	East Manchester Township Manchester Township	Existing Quarry (WWF, MF) Codorus Creek (WWF, MF) UNT Codorus Creek (WWF, MF)

 Southwest Region: Waterways & Wetlands Program, 400 Waterfront Drive, Pittsburgh, PA 15222, Dana Drake, Waterways and Wetlands Program Manager, 412-442-4000.

Permit No.	Applicant & Address	County	Municipality	Stream Name
PAD630039	Water Dam Associates 1301 Grandview Avenue Pittsburgh, PA 15211	Washington County	North Strabane Township	UNT to Little Chartiers Creek (HQ-WWF)

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