NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[49 Pa.B. 4115]
[Saturday, August 10, 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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 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?
PA0261220 (SEW)	Jason Brenneman 11973 Hartslog Valley Road Huntingdon, PA 16652-7338	Huntingdon County/ Walker Township	11-B/Crooked Creek	Y

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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?
PA0217905 (Industrial)	Oakmont Municipal Authority Hulton Purification Plant P.O. Box 73 721 Allegheny Avenue Oakmont, PA 15139-0073	Allegheny County Oakmont Borough	Allegheny River (WWF) and Falling Springs Run (WWF) (18-A)	Yes
PA0096628 (Sewage)	Hamill Manufacturing STP 500 Pleasant Valley Road Trafford, PA 15085-2701	Westmoreland County Penn Township	Lyons Run (TSF) (19-A)	Yes
PA0002933 (Industrial)	Connellsville West Side Facility 311 South 7th Street Connellsville, PA 15425-3015	Fayette County Connellsville City	Youghiogheny River (HQ-CWF) (19-D)	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.

 PA0011851, Industrial, SIC Code 3317, 3356, 3451, Superior Tube Co. Inc., 3900 Germantown Pike, Collegeville, PA 19426-3112. Facility Name: Superior Tube Collegeville Facility. This existing facility is located in Lower Providence Township, Montgomery County.

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

 The receiving stream(s), Perkiomen Creek (WWF, MF) and Unnamed Tributary to Perkiomen Creek (TSF), is located in State Water Plan watershed 3-E 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 002 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report Daily Max	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, 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

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report Daily Max	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, 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

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report Daily Max	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, 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

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report Daily Max	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, 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

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report Daily Max	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, 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

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.10 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
Trichloroethylene	XXX	XXX	XXX	Report	Report	XXX
n-Propyl Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.10 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	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
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	110	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0 Avg Mo	60.0	75
Total Dissolved Solids	XXX	XXX	XXX	1,000     Avg Mo	2,000	2,500
Oil and Grease	XXX	XXX	XXX	15.0 Avg Mo	XXX	30

 The proposed effluent limits for Outfall 108 are based on a design flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Toxic Organics	XXX	XXX	XXX	1.06 SEMI AVG	XXX	XXX

 The proposed effluent limits for Outfall 108 are based on a design flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Chromium, Total	0.143	0.231	XXX	0.573 Avg Qrtly	0.924	1.43
Copper, Total	0.172	0.282	XXX	0.689 Avg Qrtly	1.125	1.72
Cyanide, Total	0.054	0.100	XXX	0.216 Avg Qrtly	0.4	0.54
Lead, Total	0.036	0.058	XXX	0.143 Avg Qrtly	0.229	0.357
Nickel, Total	0.199	0.334	XXX	0.795 Avg Qrtly	1.33	1.98
Silver, Total	0.02	0.036	XXX	0.08 Avg Qrtly	0.143	0.2

 The proposed effluent limits for Outfall 108 are based on a design flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Total Suspended Solids	2.69 Avg Mo	5.24	XXX	10.7	20.9	26.9
Oil and Grease	2.21 Avg Mo	4.44	XXX	8.84	17.7	22.11
Ammonia-Nitrogen	0.226 Avg Mo	0.226	XXX	0.9	0.9	0.904
Cadmium, Total	0.021 Avg Mo	0.057	XXX	0.086	0.229	0.229
Fluoride, Total	XXX	XXX	XXX	2.5	XXX	5
Zinc, Total	0.123 Avg Mo	0.218	XXX	0.492	0.879	1.23

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

 • TTO definition

 • Subject to DRBC limitations and conditions

 • Chemical Additives

 • Stormwater Outfalls

 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.

 PA0040991, Industrial, SIC Code 5171, Mipc LLC, 920 Cherry Tree Road, Aston, PA 19014-1570. Facility Name: Philly G Street Terminal. This existing facility is located in Philadelphia City, Philadelphia County.

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

 The receiving stream(s), Frankford Creek (WWF) and Frankford Creek (WWF, MF), is located in State Water Plan watershed 3-J 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 002 are based on a stormwater:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	Instant. Maximum
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	XXX	30.0

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

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. Best Management Practices

 III. Routine Inspections

 IV. PPC Plan

 V. Stormwater Monitoring Requirements

 VI. Other Requirements

 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.

 PA0244473, Storm Water, SIC Code 3272, Delaware Valley Concrete Co. Inc., 248 E County Line Road, Hatboro, PA 19040-2116. Facility Name: Delaware Valley Concrete Kennett Square Facility. This existing facility is located in Kennett Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary of East Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and is classified for Migratory 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 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
pH (S.U.)
Downstream Monitoring	XXX	XXX	Report	XXX	Report Max	XXX
pH (S.U.)
Upstream Monitoring	XXX	XXX	Report	XXX	Report Max	XXX
Total Suspended Solids	XXX	XXX	XXX	50	100	100
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX

 In addition, the permit contains the following major special conditions: Preparedness, Prevention and Contingency (PPC) Plan; Annual inspection; Stormwater sampling; Property Rights; Collected screenings; Instream pH.

 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.

 PA0055689, Sewage, SIC Code 4952, Clemens Andrew S & Clemens Elaine R, 485 Camp Rock Hill Road, Quakertown, PA 18951-5352. Facility Name: Clemens SRSTP. This existing facility is located in Richland Township, Bucks County.

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

 The receiving stream(s), Butter Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-E and is classified for Mi and High-Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .00005 MGD.—Final 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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	19
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Residual Chlorine (TRC)	XXX	XXX	Report	Report	XXX	XXX

 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.

 PA0052761, Sewage, SIC Code 4952, Buckingham Valley Rehab & Nursing Center, Inc., 820 Durham Road, Newtown, PA 18940. Facility Name: Buckingham Valley Nursing Center. This existing facility is located in Buckingham Township, Bucks 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 of Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F 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 0.014 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	0.1	XXX	0.25
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Nitrate-Nitrite as N
Jul 1 - Oct 31	XXX	XXX	XXX	8.0	XXX	16
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus
Nov 1 - Mar 31	0.2	XXX	XXX	1.6	XXX	3.2
Apr 1 - Oct 31	0.1	XXX	XXX	0.8	XXX	1.6

 Sludge use and disposal description and location(s): Sludge is hauled by Clemens to Hatfield Township Authority for treatment and disposal.

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

 • Designation of responsible operator

 • TRC minimization in effluent

 • Operation & Maintenance Plan

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

 The EPA Waiver is in effect.

 PA0045021, Industrial, SIC Code 3479, Brightsmith, LLC, 120 Enterprise Avenue, Morrisville, PA 19067. Facility Name: Brightsmith IWWTP. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Biles Creek (WWF, MF), is located in State Water Plan watershed 2-E 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 0.0334 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Average Monthly	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	0.5	XXX	XXX	1.2
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	8.4	16.7	30	XXX	60	75
Total Dissolved Solids	698	1,396	2,500	XXX	5,000	6,250
Oil and Grease	4.2	XXX	15	XXX	XXX	30
Aluminum, Total	0.228	0.552	Report	XXX	XXX	2.05
Chromium, Hexavalent	0.006	0.012	0.02	XXX	0.04	0.05
Chromium, Total	0.11	0.271	Report	XXX	XXX	0.97
Copper, Total	0.240	0.450	0.887	XXX	1.63	2.21
Iron, Dissolved	0.2	0.4	0.72	XXX	1.43	1.80
Iron, Total	0.336	0.659	Report	XXX	XXX	2.50
Zinc, Total	0.380	0.867	1.37	XXX	3.13	3.42

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0334 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0334 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Average Monthly	Average Quarterly	Daily Maximum	Instant. Maximum
Cyanide, Free	Report Avg Qrtly	Report	XXX	Report	Report	XXX
Cyanide, Total	0.078 Avg Qrtly	0.188	XXX	Report	XXX	0.70

 The proposed effluent limits for Stormwater Outfall 003 are based on a design flow of 0 MGD.—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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	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 Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX

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

 • Use of Chemical Additives

 • Approved Test Methods

 • Operation and Maintenance Plan

 • Stormwater Requirements

 • PCBs Requirements

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

 Application No. PA0262188, Concentrated Animal Feeding Operation (CAFO), Weaver James (James Weaver Farm CAFO), 135 Herr Drive, Peach Bottom, PA 17563-9677.

 James Weaver has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as James Weaver Farm CAFO, located in Fulton Township, Lancaster County.

 The CAFO is situated near Peters Creek in Watershed 7-K, which is classified for High Quality—Warm Water Fishes. The CAFO is designed to maintain an animal population of approximately 705.60 animal equivalent units (AEUs) consisting of 202,500 Poultry Broilers and 90 Holstein Cows. Manure is stored in three locations, a liquid dairy underbarn measuring 133 ft × 50 ft × 8 ft, a 72 ft × 60 ft × 5 ft roofed concrete solid manure storage, and a proposed 200 ft × 80 ft × 8 ft roofed concrete solid manure storage. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 PA0026972, Sewage, SIC Code 4952, PA American Water, 852 Wesley Drive, Mechanicsburg, PA 17055.

 Facility Name: Exeter Township WWTP Birdsboro. This existing facility is located in Exeter Township, Berks County.

 Description of Existing Activity: The application is for a renewal and transfer to new owner of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-C 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 1.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (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	0.40	XXX	1.3
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	203	305	XXX	20.3	30.5	40.6
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	244	366	XXX	24.4	36.6	48.8
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	1,500.0	XXX	3,000
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
Ammonia-Nitrogen
Nov 1 - Apr 30	200	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	71	XXX	XXX	7.1	XXX	14.2
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	0.53	0.83 Daily Max	XXX	0.053	0.083 Daily Max	0.13
PCBs Dry Weather Analysis (ng/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
PCBs Wet Weather Analysis (ng/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (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	0.40	XXX	1.3
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	999	1,501	XXX	20.3	30.5	40.6
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	1,201	1,801	XXX	24.4	36.6	48.8
Total Dissolved Solids	Report	XXX	XXX	1,500.0	XXX	3,000
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
Ammonia-Nitrogen
Nov 1 - Apr 30	984	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	349	XXX	XXX	7.1	XXX	14.2
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	2.6	4.1 Daily Max	XXX	0.053	0.083 Daily Max	0.13
PCBs Dry Weather Analysis (ng/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
PCBs Wet Weather Analysis (ng/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 Sludge use and disposal description and location(s): Off-site disposal including to permitted landfills.

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

 • Whole Effluent Toxicity Tests at least annually, with a Toxics Reduction Evaluation required following failures of re-tests

 • Sludge Inventory and Reporting

 • Record-keeping of Hauled-in Wastes

 • Industrial Pretreatment Program with user limits, headworks analysis, routine monitoring, and annual report

 • Preparation and implementation of a Pollutant Minimization Plan for PCBs

 • Control of stormwater quality by use of Best Management Practices, maintaining a Preparedness Prevention and Contingency (PPC) Plan, and visual inspections

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

 The EPA Waiver is not in effect.

 PA0032557, Sewage, SIC Code 4952, Logan Township Blair County, 100 Chief Logan Circle, Altoona, PA 16602-4337. Facility Name: Logan Township Greenwood STP. This existing facility is located in Logan Township, Blair 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), Little Juniata River (TSF, MF), is located in State Water Plan watershed 11-A and is classified for Migratory 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 1.14 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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	238	380	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	285	428	XXX	30	45	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 (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
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)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	228	XXX	XXX	24.0	XXX	XXX
May 1 - Oct 31	76	XXX	XXX	8.0	XXX	16
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	10	XXX	XXX	1.0	XXX	2
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Disposed at Veolia Landfill in Elk County (PA0259058).

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

 The EPA Waiver is not in effect.

 PA0032379, Industrial, SIC Code 4911, Safe Harbor Water Power Corporation, 1 Powerhouse Road, Conestoga, PA 17516-9651. Facility Name: Safe Harbor Hydroelectric Generating Station. This existing facility is located in Manor Township, Lancaster County.

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

 The receiving stream(s), Conestoga River (WWF) and Susquehanna River (WWF), are located in State Water Plan watershed 7-J 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 001 are based on a design flow of .015 MGD.

	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
DO	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
UV Light Dosage
(mWsec/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	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
Ammonia-N	XXX	XXX	XXX	Report	XXX	XXX
Kjeldahl-N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite-N	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4.0
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.181 MGD.

	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
Temperature (°F)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids
Intake	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids
Effluent Net	XXX	XXX	XXX	30	60	75
Oil and Grease
Intake	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease
Effluent Net	XXX	XXX	XXX	4.0	8.0	10
Aluminum, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total
Effluent Net	XXX	XXX	XXX	4.0	8.0	10
Iron, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Iron, Total
Effluent Net	XXX	XXX	XXX	2.0	4.0	5.0
Magnesium, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Total
Effluent Net	XXX	XXX	XXX	1.0	2.0	2.5
Bromide	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0081302, Sewage, SIC Code 4952, South Londonderry Township Municipal Authority Lebanon County, 27 W Market Street, Palmyra, PA 17078-8736. Facility Name: South Londonderry Campbelltown West STP. This existing facility is located in South Londonderry Township, Lebanon 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 Spring Creek (WWF), is located in State Water Plan watershed 7-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .215 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.1	XXX	0.30
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	44.8	71.7	XXX	25	40	50
May 1 - Oct 31	35.8	53.7	XXX	20	30	40
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	53.7	80.6	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
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	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	16.1	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	5.3	XXX	XXX	3.0	XXX	6
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	3.5	XXX	XXX	2.0	XXX	4
Copper, Total (Interim)	Report	XXX	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .215 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Copper, Total (Final)	0.027	XXX	XXX	0.015	0.030 Daily Max	XXX

 Sludge use and disposal description and location(s):

 Digested sludge is hauled out by a licensed hauler (Gingrich Hauling) periodically or spread on reed beds onsite during warmer months.

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

 • Stormwater Prohibition,

 • Approval Contingencies,

 • Proper Waste/solids Management,

 • Restriction on receipt of hauled in waste under certain conditions,

 • Chlorine Minimization,

 • Site specific criteria study and data collection.

 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.

 PA0081787, Sewage, SIC Code 6515, Telco Development Inc., 5 Maple Avenue, Manheim, PA 17545-8911. Facility Name: Gretna Springs MHP. This existing facility is located in West Cornwall Township, Lebanon 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), Chiques Creek (WWF, MF), is located in State Water Plan watershed 7-G 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 .0264 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.73
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	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
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	XXX	XXX	XXX	2.5	XXX	5
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 Sludge use and disposal description and location(s):

 Digested sludge is hauled to Manheim STP by a license hauler (Kline's Services)

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

 1. Stormwater Prohibition.

 2. Approval Contingencies.

 3. Management of collected screenings, slurries, sludges and other solids.

 4. Requirement to connect if a public sewer becomes available in the area.

 5. Chlorine minimization.

 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.

 PA0027596, Industrial, SIC Code 3273, New Enterprise Stone & Lime Co. Inc., P.O. Box 77, New Enterprise, PA 16664-0077. Facility Name: New Enterprise Stone Roaring Spring Quarry. This existing facility is located in Taylor Township, Blair County.

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

 The receiving stream(s), Halter Creek (CWF (existing use)), is located in State Water Plan watershed 11-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 .345 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Annual Average	Daily Maximum	Minimum	Annual Average	Daily Maximum	Instant. Maximum
Total Dissolved Solids	Report	XXX	XXX	Report	XXX	XXX
Sulfate, Total	Report	XXX	XXX	Report	XXX	XXX
Chloride	Report	XXX	XXX	Report	XXX	XXX
Bromide	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .345 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Annual Average	Daily Maximum	Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	Report Avg Mo	Report	XXX	30 Avg Mo	50	60

 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.

 PA0088676, Sewage, SIC Code 6515, Creek View Community, 493 Potato Road, Carlisle, PA 17015-8938. Facility Name: Creek View MHP. This existing facility is located in Upper Frankford Township, Cumberland 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), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B 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 .015 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 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.1	XXX	0.2
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	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
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	1.0	XXX	2

 Sludge use and disposal description and location(s): Sludge is hauled off site via a local septage hauler to another WWTP for ultimate disposal.

 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.

 PA0008150, Industrial, SIC Code 2621, Mt Holly Springs Specialty Paper Inc., 1 Mountain Street, Mount Holly Springs, PA 17065-1406. Facility Name: Mount Holly Springs Spec Paper Inc. This existing facility is located in Mount Holly Springs Borough, Cumberland County.

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

 The receiving stream(s), Mountain Creek (CWF, MF), is located in State Water Plan watershed 7-E and is classified for Cold 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 1.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Temperature (deg F) (°F)
Jan 1 - 31	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Feb 1 - 28	XXX	XXX	XXX	XXX	103.2 Daily Max	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Apr 1 - 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX
May 1 - 15	XXX	XXX	XXX	XXX	87.6 Daily Max	XXX
May 16 - 31	XXX	XXX	XXX	XXX	91.6 Daily Max	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	82.6 Daily Max	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	86.6 Daily Max	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	82.5 Daily Max	XXX
Aug 1 - 31	XXX	XXX	XXX	XXX	79.7 Daily Max	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	73.8 Daily Max	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	67.8 Daily Max	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	63.4 Daily Max	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	59.4 Daily Max	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	56.8 Daily Max	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	61.7 Daily Max	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Biochemical Oxygen Demand  (BOD5)	214	390	XXX	Report	XXX	42
Total Suspended Solids	171	351	XXX	Report	XXX	34
Copper, Total	0.225	0.45	XXX	0.018	0.036 Daily Max	0.045

 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.

 PA0255564, Sewage, SIC Code 8800, Keith Stepp, 131 Fort Cherry Road, McDonald, PA 15057. Facility Name: Stepp Properties STP. This proposed facility is located in Mount Pleasant Township, Washington County.

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

 The receiving stream, Unnamed Tributary to Cherry Run (WWF), is located in State Water Plan watershed 20-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.

	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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	Report

 Sludge use and disposal description and location: Facility to be constructed.

 The EPA Waiver is in effect.

 PA0038181, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, 124 Park & Pool Road, New Stanton, PA 15672. Facility Name: New Stanton STP. This existing facility is located in Hempfield Township, Westmoreland County.

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

 The receiving stream(s), Sewickley Creek (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.06	XXX	0.19
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	1,500.0	2,400.0	XXX	25.0	40.0 Wkly Avg	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	1,800.0	2,700.0	XXX	30.0	45.0 Wkly Avg	60
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
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 transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	510.0	XXX	XXX	8.5	XXX	17.0
May 1 - Oct 31	210.0	XXX	XXX	3.5	XXX	7.0
Copper, Total	XXX	XXX	XXX	0.026	0.04	XXX
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

 Sludge use and disposal description and location(s): Sludge is gravity thickened in the holding tank, dewatered by belt filtration and taken to Greenridge Reclamation Landfill, Permit No. 100281, for disposal.

 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.

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

 PA0272221, Sewage, SIC Code 8800, Elizabeth & Philip Hutchinson, P.O. Box 561, North East, PA 16428. Facility Name: Elizabeth & Philip Hutchinson SRSTP. This proposed facility is located in North East Township, Erie 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), an unnamed tributary to Lake Erie, is located in State Water Plan watershed 15-A and is classified for Cold 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 0.0005 MGD.

	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
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
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 PADEP 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.

 PA0104442 A-1, Sewage, SIC Code 4952, Breakneck Creek Regional Authority, 1166 Mars Evans City Road, Mars, PA 16046-2216. Facility Name: Breakneck Creek STP. This existing facility is located in Adams Township, Butler County.

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

 The receiving stream(s), Breakneck Creek, is located in State Water Plan watershed 20-C 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 3.0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	375	575	XXX	15	23	30
May 1 - Oct 31	250	375	XXX	10	15	20
Total Suspended Solids	751	1126	XXX	30	45	60
Ammonia-Nitrogen
Nov 1 - Apr 30	82.6	XXX	XXX	3.3	XXX	6.6
May 1 - Oct 31	37.5	XXX	XXX	1.5	XXX	3
Total Phosphorus	50	XXX	XXX	2.0	XXX	4
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.5 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	375	560	XXX	10.0	15.0	20
Total Suspended Solids	375	560	XXX	10.0	15.0	20
Total Nitrogen	185	XXX	XXX	5.0	XXX	10
Ammonia-Nitrogen
Nov 1 - Apr 30	165	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	56	XXX	XXX	1.5	XXX	3
Total Phosphorus	18	XXX	XXX	0.5	XXX	1

 The proposed effluent limits for Outfall 001 are based on a design flow of 3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	6.0 Daily Min	XXX	XXX	XXX
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
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 (µw/cm2)	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

 Sludge use and disposal description and location(s): Sludge is dewatered and sent to Seneca Landfill for disposal.

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

 • Whole Effluent Toxicity (WET)

 • 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 814-332-6340.

 The EPA Waiver is not in effect.

 PA0272311, Sewage, SIC Code 8800, Matthew Getner, 595 Irvine Run Road, Irvine, PA 16329. Facility Name: Matthew Getner SRSTP. This proposed facility is located in Brokenstraw Township, Warren 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), Irvine Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0005 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
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.

 PA0272329, Sewage, SIC Code 8800, Steven Erdman, 618 Conneaut Lake Road, Adamsville, PA 16110. Facility Name: Steven Erdman SRSTP. This proposed facility is located in Sugar Grove 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 Stream (TSF), is located in State Water Plan watershed 20-A 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 .0005 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
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.

 PA0272272, Sewage, SIC Code 8800, Mark Gennuso, 5371 Bear Creek Road, Fairview, PA 16415. Facility Name: Mark Gennuso SRSTP. This proposed facility is located in Fairview Township, Erie County.

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

 The receiving stream, an Unnamed Tributary to the Bear Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold 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 0.0006 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
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
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.

 PA0272256, Sewage, SIC Code 8800, Steven Croud, 416 Western Avenue, Beaver, PA 15009. Facility Name: Steven Croud SRSTP. This proposed facility is located in Limestone Township, Warren County.

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

 The receiving stream, the Allegheny River (WWF), is located in State Water Plan watershed 16-F 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 0.0004 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
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
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. 0687409, A5, Sewerage, Fleetwood Borough Authority, 110 West Arch Street, Suite 104, Fleetwood, PA 19522-1321.

 This proposed facility is located in Richmond Township, Berks County.

 Description of Proposed Action/Activity: Seeking permit approval for the switching from gaseous chlorine RAS disinfection to liquid sodium hypochlorite RAS disinfection to control filamentous bacteria growth. Disinfectant is used only on an ''as needed'' basis.

 WQM Permit No. 3419402, Amendment, Sewerage, Juniata County School District, East Juniata High School, South 7th Street, Box D HV 63, Mifflintown, PA 17059.

 This proposed facility is located in Fayette Township, Juniata County.

 Description of Proposed Action/Activity: Seeking permit approval for the replacement of an existing UV Disinfection system with a more modern system.

 WQM Permit No. 0619404, Sewerage, Reading City, 815 Washington Street, Reading, PA 19601.

 This proposed facility is located in Reading City, Berks County.

 Description of Size and Scope of Proposed Operation/Activity: Seeking permit approval for the construction/operation of upgrades to the existing 6th & Canal Streets Pump Station.

 WQM Permit No. 3119401, Sewerage, Karen L. Johnson, 11531 Johnson Acres Lane, Hesston, PA 16647.

 This proposed facility is located in Walker Township, Huntingdon County.

 Description of Size and Scope of Proposed Operation/Activity: Seeking permit approval for the construction/operation of single residence sewage treatment system to serve their properties at 11882 and 11892 Redstone Ridge Road, Hesston, PA 16647

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

 WQM Permit No. 6370414 A-4, Sewage, Municipal Authority of the City of Monongahela, 521 West Main Street, Monongahela, PA 15063.

 This existing facility is located in Monongahela City, Washington County.

 Description of Proposed Action/Activity: The Authority proposes to construct one wedgewater sludge drying bed at their wastewater treatment plan. The sludge drying beds would be used for drying sludge from the Authority's two pump stations, EQ tank and interceptor sewers. The dry solids would be disposed of in a dumpster under contract with Waste Management for hauling and disposal.

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

 WQM Permit No. 4319409, Sewage, Jonathan Crumbacher, 816 Hamburg Road, Fredonia, PA 16124-1818.

 This proposed facility is located in Delaware Township, Mercer County.

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

 WQM Permit No. 1619405, Sewage, Washington Township Municipal Authority Clarion County, P.O. Box 124, Fryburg, PA 16326-0124.

 This proposed facility is located in Washington Township, Clarion County.

 Description of Proposed Action/Activity: Sanitary sewer extension.

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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.

 PAI130027, MS4, Valley Township Chester County, P.O. Box 467, Coatesville, PA 19320-0467. 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 Valley Township, Chester County. The receiving stream(s), West Branch Brandywine Creek, Sucker Run (WWF, MF), and Unnamed Tributary to West Branch Brandywine Creek (TSF, MF), is located in State Water Plan watershed 3-H and is classified for Migratory Fishes, Warm Water Fishes, and 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 Total Maximum Daily Load (TMDL) Plan

 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.

 PAI130032, MS4, Kennett Square Borough Chester County, 120 Marshall Street, Kennett Square, PA 19348-3108. 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 Kennett Square Borough, Chester County. The receiving stream(s), East Branch Red Clay Creek (TSF, MF), West Branch Red Clay Creek (TSF, MF), and Unnamed Tributary to West Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and is classified for Migratory Fishes and 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:

 • Total Maximum Daily Load (TMDL) Plan

 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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 Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD150132	151 Sheree Boulevard Parnters, LLC 120 Pennsylvania Avenue Malvern, PA 19355	Chester	Uwchlan Township	Shamona Creek HQ-TSF
PAD230033	Castleway Properties, LLC 10 Industrial Highway MS No. 1 East Building Suite No. 105 Lester, PA 19029	Delaware	Tinicum Township	Delaware River WWF-MF

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

 Monroe County Conservation District, 8050 Running Valley Road, Stroudsburg, PA 18347.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD450086	Sanofi Pasteur Inc. Discover Dr. SR 611 Swiftwater, PA 18370	Monroe	Pocono Twp	Swiftwater Creek (HQ-CWF, MF)

 Wayne Conservation District, 925 Court Street, Honesdale, PA 18431.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD640018	UGI Utilities Inc. 1 UGI Dr. Denver, PA 17517-9039	Wayne	Waymart Boro Canaan Twp	Van Auken Creek (HQ-TSF, 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
PAD210036	Carlisle Steel Supply, LLC 131 Stover Drive Carlisle, PA 17015	Cumberland	Middlesex Township	UNT Letort Spring Run (Designated Use CWF; Existing Use HQ-CWF)
PAD220001	Pennsylvania Department of Transportation Engineering District 8-0 2140 Herr Street Harrisburg, PA 17103-1699	Dauphin	Lower Paxton Township	Slotznick Run (CWF, MF) UNT Spring Creek (CWF, MF) UNT Asylum Run (WWF, MF) Asylum Run (WWF, MF) UNT Paxton Creek (WWF, MF) EV Wetlands

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