NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[45 Pa.B. 871]
[Saturday, February 21, 2015]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

Location	Permit Authority	Application Type or Category
Section I	NPDES	Renewals
Section II	NPDES	New or Amendment
Section III	WQM	Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV	NPDES	MS4 Individual Permit
Section V	NPDES	MS4 Permit Waiver
Section VI	NPDES	Individual Permit Stormwater Construction
Section VII	NPDES	NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

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I. NPDES Renewal Applications

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 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?
PA0063282 (Sewage)	Fairland Farms WWTF Pine Street Schnecksville, PA 18078	Lehigh County North Whitehall Township	Unnamed Tributary to Fells Creek (02C)	Y
PA0060356 (Sewage)	Camp Wayne For Boys STP 15 Camp Wayne Road Preston Park, PA 18455-1028	Wayne County Buckingham Township	Kinneyville Creek (1-A)	Y

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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?
PA0033995 Sew	County of Berks— (Berks County Prison & Rest Home) Berks County Service Center 633 Court Street, 16th Floor Reading, PA 19601-4322	Berks County/ Bern Township	Plum Creek/3-C	Y
PA0008010 IW	Hain Pure Protein Corporation 220 North Center Street, PO Box 10 Fredericksburg, PA 17026	Lebanon County/ Bethel Township	Beach Run/7-D	Y
PA0083364 IW	Chambersburg Borough Water System 7659 Lincoln Way East Fayetteville, PA 17222	Franklin County Greene Township	Conococheague Creek/ 13-C	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed#)	EPA Waived Y/N?
PA0031461 (Sewage)	Thomas MHP 11962 US Route 19 Waterford, PA 16441	Erie County Waterford Township	Unnamed Tributary of Trout Run (16-A)	Y

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

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

 PA0058840, Sewage, SIC Code 4952, Hilltown Township Water and Sewer Authority, 316 Highland Park Road, Sellersville, PA 18960. Facility Name: Berry Brow WWTP. This existing facility is located in Hilltown 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 to Neshaminy Creek, is located in State Water Plan watershed 2-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.049875 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
CBOD5	4.17	6.25	XXX	10	15	20
CBOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	4.17	6.25	XXX	10	15	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	50   Geo Mean	XXX	XXX
UV Transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	4.17	XXX	XXX	10	XXX	20
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	0.63	XXX	XXX	1.5	XXX	3.0
Nov 1 - Apr 30	1.25	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	0.2	XXX	XXX	0.5	XXX	1.0

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

 • No Stormwater in Sewers

 • Obtain Necessary Property Rights

 • Proper Sludge Disposal

 • Chlorine Minimization

 • Small Stream Discharge

 • Notification of Designated Operator

 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.

 PA0051730, Sewage, SIC Code 7991, Philadelphia Country Club, 1601 Spring Mill Road, Gladwyne, PA 19035. Facility Name: Philadelphia Country Club STP. This existing facility is located in Lower Merion Township, Montgomery County.

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

 The receiving stream(s), Sawmill Run, is located in State Water Plan watershed 3-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.2
CBOD5	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • No Stormwater to Sanitary sewers

 • Sludge Disposal

 • Connect to Public Sewers if Required

 • Chlorine minimization

 • Notification of Responsible Operator

 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.

 PA0050547, Sewage, SIC Code 6515, Indian Run Village LLC, PO Box 677, Morgantown, PA 19543-0677. Facility Name: Indian Run Village. This existing facility is located in West Brandywine Township, Chester County.

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

 A. The receiving stream(s), Indian Run Creek, is located in State Water Plan watershed 3H and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0375 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.4	XXX	1.0
CBOD5
May 1 - Oct 31	3.13	XXX	XXX	10	XXX	20
Nov 1 - Apr 30	6.26	XXX	XXX	20	XXX	40
Total Suspended Solids	6.26	XXX	XXX	20	XXX	40
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200	XXX	1,000
Ammonia-Nitrogen
May 1 - Oct 31	0.94	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	2.81	XXX	XXX	9.0	XXX	18.0
Total Phosphorus	0.31	XXX	XXX	1.0	XXX	2.0

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

 A. No Stormwater

 B. Necessary Property Rights

 C. Collected Screenings, Slurries, Sludges and other Solids

 D. Connect to Municipal Sewers

 E. Chlorine Minimization

 F. Responsible Operator

 G. O&M Plan

 H. 10% Fecal Rule

 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.

 PA0057401, SIC Code 8811, S & S Styles Inc., 6801 Easton Road, Pipersville, PA 18947. Facility Name: S & S Styles STP. This existing facility is located in Bedminster 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 to Cabin Run, is located in State Water Plan watershed 2-D 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 0.0006 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	3.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	1.2	XXX	2.0
CBOD5
May 1 - Oct 31	XXX	XXX	XXX	10	XXX	20
Nov 1 - Apr 30	XXX	XXX	XXX	20	XXX	40
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	36	XXX	72
Total Phosphorus	XXX	XXX	XXX	Report	XXX	Report

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

 • Designation of Responsible Operator

 • Remedial Measures

 • No Stormwater

 • Dry Stream Discharge

 • TRC Minimization

 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.

 PA0045187, Sewage, SIC Code 6515, Williams Lee, 232 Yankee Road, Quakertown, PA 18951. Facility Name: Richland Meadows MHP STP. 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 Sewage.

 The receiving stream(s), Morgan Creek, is located in State Water Plan watershed 2-D and is classified for Trout Stocking 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 0.08 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly		Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.2	XXX	0.6
CBOD5
Influent	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	3.3	XXX	XXX	5	XXX	10
Nov 1 - Apr 30	6.6	XXX	XXX	10	XXX	20
Total Suspended Solids	20	XXX	XXX	30	XXX	60
Total Suspended Solids
Influent	Report	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Total Nitrogen
May 1 - Sep 30	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	0.66	XXX	XXX	1.0	XXX	3.0
Nov 1 - Apr 30	2.0	XXX	XXX	3.0	XXX	9.0
Nitrite as N
May 1 - Sep 30	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	0.33	XXX	XXX	0.5	XXX	1.0

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

 • Designation of Responsible Operator

 • Remedial Measures

 • No Stormwater

 • Dry Stream Discharge

 • TRC Minimization

 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.

 PA0026450, Sewage, SIC Code 4952, Bristol Township, 2501 Bath Road, Bristol, PA 19007. Facility Name: Bristol Township STP. This existing facility is located in Bristol 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), Delaware River, is located in State Water Plan watershed 2-E and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	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
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.6	XXX	1.3
CBOD5	357	544	XXX	19	29 Wkly Avg	38
CBOD5
Influent	Report	XXX	XXX	Report	XXX	XXX
BOD5
Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD20	590	XXX	XXX	XXX	XXX	XXX
CBOD20 %
Percent Removal	XXX	XXX	88.5 Min % Removal	XXX	XXX	XXX
Total Suspended Solids
Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	563	844	XXX	30	45 Wkly Avg	60
Total Dissolved Solids	XXX	Report Daily Max	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200  Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	200  Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	657	XXX	XXX	35	XXX	70
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	Report
Sulfate	XXX	XXX	XXX	XXX	Report	XXX
1,4-Dioxane	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
PCBs (Dry Weather) (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
PCBs (Wet Weather) (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
Chronic Toxicity—  Ceriodaphnia Survival  (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Ceriodaphnia Reproduction	XXX	XXX	XXX	XXX	Report	XXX
Pimephales Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Pimephales Growth (TUc)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for stormwater Outfall MP 101 are:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	Report	XXX

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

 • Notification of the responsible operator

 • Remedial measures

 • Change in ownership

 • TRC in discharge does not cause an adverse stream impact

 • Stormwater from the facility

 • WET testing

 • Operation and maintenance plan

 • PMP for PCBs

 • Operation and Implementation of Pretreatment Program

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

 PA0070483, Industrial Waste, SIC Code 4953, Grand Central Sanitary Landfill, Inc., 910 West Pennsylvania Avenue, Pen Argyl, PA 18072. Facility Name: Grand Central Sanitary Landfill. This existing facility is located in Plainfield Township, Northampton County.

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

 The receiving streams, Little Bushkill Creek and Waltz Creek, are located in State Water Plan watershed 01F. Little Bushkill Creek is classified for High Quality Waters—Cold Water Fishes and Waltz Creek 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 0.100 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.7	XXX	1.5
Color (Pt-Co Units)	XXX	XXX	XXX	100	XXX	XXX
CBOD5	20	XXX	XXX	25	XXX	75
Total Suspended Solids	Report	Report	XXX	27	88	XXX
Total Dissolved Solids	834	1,668	XXX	1,000	2,000	2,500
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200  Geo Mean	XXX	1,000
Nitrite-Nitrate as N
May - Sept	Report	Report	XXX	Report	Report	XXX
Total Nitrogen
May - Sept	Report	Report	XXX	Report	Report	XXX
Ammonia-Nitrogen	2.5	XXX	XXX	3.0	XXX	6.0
Total Kjeldahl Nitrogen
May - Sept	Report	Report	XXX	Report	Report	XXX
Total Phosphorus
May - Sept	Report	Report	XXX	Report	Report	XXX
Total Boron	3.4	5.3	XXX	4.1	6.4	XXX
Total Zinc	Report	Report	XXX	0.11	0.2	XXX
Phenol	Report	Report	XXX	0.015	0.026	XXX
a-Terpineol	Report	Report	XXX	0.016	0.033	XXX
Benzoic Acid	Report	Report	XXX	0.071	0.12	XXX
p-Cresol	Report	Report	XXX	0.014	0.025	XXX

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrite-Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Arsenic	XXX	XXX	XXX	XXX	Report	XXX
Total Barium	XXX	XXX	XXX	XXX	Report	XXX
Total Boron	XXX	XXX	XXX	XXX	Report	XXX
Total Cadmium	XXX	XXX	XXX	XXX	Report	XXX
Total Chromium	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Cyanide	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Lead	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Magnesium	XXX	XXX	XXX	XXX	Report	XXX
Total Mercury	XXX	XXX	XXX	XXX	Report	XXX
Total Selenium	XXX	XXX	XXX	XXX	Report	XXX
Total Silver	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Stormwater Outfalls 004, 005, 007, 008, 009 and 011 are based on a design flow of n/a MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrite-Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Arsenic	XXX	XXX	XXX	XXX	Report	XXX
Total Barium	XXX	XXX	XXX	XXX	Report	XXX
Total Boron	XXX	XXX	XXX	XXX	Report	XXX
Total Cadmium	XXX	XXX	XXX	XXX	Report	XXX
Total Chromium	XXX	XXX	XXX	XXX	Report	XXX
Total Cyanide	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Lead	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Magnesium	XXX	XXX	XXX	XXX	Report	XXX
Total Mercury	XXX	XXX	XXX	XXX	Report	XXX
Total Selenium	XXX	XXX	XXX	XXX	Report	XXX
Total Silver	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

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

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

 PA0275689, Industrial Waste, SIC Code 4911, Future Power PA Inc., 72 Glenmaura Boulevard, Moosic, PA 18507. Facility Name: Future Power PA. This proposed facility is located in Porter Township, Schuylkill County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Industrial Wastewater including Non-contact cooling water, blow down, low volume wastewater and treated sewage.

 The receiving stream(s), Good Spring Creek, is located in State Water Plan watershed 7-D 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 an average monthly flow of 0.45 MGD of Non-contact cooling water, blow down, low volume wastewater and treated sewage.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine	XXX	XXX	XXX	0.06	XXX	0.14
Temperature (°F)
Jan 1-31	XXX	XXX	XXX	XXX	43.4	XXX
Feb 1-29	XXX	XXX	XXX	XXX	42.4	XXX
Mar 1-31	XXX	XXX	XXX	XXX	50.9	XXX
Apr 1-15	XXX	XXX	XXX	XXX	55.9	XXX
Apr 16-30	XXX	XXX	XXX	XXX	56.9	XXX
May 1-15	XXX	XXX	XXX	XXX	58.2	XXX
May 16-31	XXX	XXX	XXX	XXX	62.2	XXX
Jun 1-15	XXX	XXX	XXX	XXX	65.3	XXX
Jun 16-30	XXX	XXX	XXX	XXX	69.3	XXX
Jul 1-31	XXX	XXX	XXX	XXX	72.7	XXX
Aug 1-31	XXX	XXX	XXX	XXX	71.6	XXX
Sep 1-15	XXX	XXX	XXX	XXX	67.5	XXX
Sep 16-30	XXX	XXX	XXX	XXX	61.5	XXX
Oct 1-15	XXX	XXX	XXX	XXX	56.5	XXX
Oct 16-31	XXX	XXX	XXX	XXX	52.5	XXX
Nov 1-15	XXX	XXX	XXX	XXX	47.7	XXX
Nov 16-30	XXX	XXX	XXX	XXX	43.4	XXX
Dec 1-31	XXX	XXX	XXX	XXX	45.1	XXX
Total Suspended Solids	Report	Report	XXX	30.0	100.0	XXX
Total Dissolved Solids	Report	Report	XXX	2,000	4,000	XXX
Oil and Grease	XXX	XXX	XXX	10.0	15.0	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Total Mo	Report Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen
Effluent Net	Report Total Mo	0 Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	Report Total Mo	Report Total Annual	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report Total Mo	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus
Effluent Net	Report Total Mo	0 Total Annual	XXX	XXX	XXX	XXX
Total Aluminum	Report	Report	XXX	0.75	1.02	XXX
Total Boron	Report	Report	XXX	2.19	3.40	XXX
Total Chromium	Report	Report	XXX	0.2	0.2	XXX
Total Cobalt	Report	Report	XXX	.026	.040	XXX
Dissolved Iron	Report	Report	XXX	0.30	0.64	XXX
Total Iron	Report	Report	XXX	1.50	3.20	XXX
Total Manganese	Report	Report	XXX	1.00	2.13	XXX
Total Zinc	Report	Report	XXX	1.0	1.0	XXX
Chloride	Report	XXX	XXX	Report	XXX	XXX
Total Copper	Report	XXX	XXX	Report	XXX	XXX
Sulfate	Report	XXX	XXX	Report	XXX	XXX
Bromide	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for the IMP 103 to Outfall 001 are based on a flow of 0.001 MGD of treated sewage.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Geometric Mean		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
CBOD5	XXX	XXX	XXX	25 Avg Mo	XXX	50
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	50.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	50.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

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

 • Chemical additives

 • Chesapeake Bay monitoring

 • Stormwater

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

 The EPA Waiver is not in effect.

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

 PA0008435, Industrial Waste, SIC Code 4911, PPL Holtwood LLC, 2 N 9th Street, Allentown, PA 18101-1179. Facility Name: PPL Holtwood Hydroelectric Plant. This existing facility is located in Martic 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, Susquehanna River, is located in State Water Plan watershed 7-K and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.72 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	30

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.000000 MGD.

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

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

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

 The proposed effluent limits for Outfall 004 are based on a design flow of 2.88 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	30

 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.

 PA0260119, Sewage, SIC Code 6514, Sharon L. Enck, 523 Camargo Road, Quarryville, PA 17566. Facility Name: Enck Properties. This proposed facility is located in Eden Township, Lancaster County.

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

 The receiving stream, Big Beaver Creek, is located in State Water Plan watershed 7-K and is classified for Trout Stocking 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 0.0008 MGD.

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

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

 The EPA Waiver is in effect.

 PA0014605, Industrial Waste, SIC Code 4941, United Water Pennsylvania Inc., 4211 East Park Circle, Harrisburg, PA 17111-0151. Facility Name: Rabold Water Treatment Plant. This existing facility is located in Fairview Township, York 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), Yellow Breeches Creek, 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 0.1 MGD.

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

 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.

 PA0008541, Industrial Waste, SIC Code 3585, Johnson Controls Inc., PO Box 15056, York, PA 17405-7056. Facility Name: Johnson Controls Inc.. This existing facility is located in Spring Garden Township, York 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), Codorus Creek, 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 Outfalls 003, 006 and 008 are as follows:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	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 Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfalls 007, 009, 010, and 011 are as follows:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

 PA0084522, SIC Code 4222, Allentown Refrigerated Terminal, 125 Seneca Trail, Boyertown, PA 19512. Facility Name: Allentown Refrigerated Terminal. This existing facility is located in Colebrookdale Township, Berks County.

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

 The receiving stream(s), UNT of Ironstone Creek, is located in State Water Plan watershed 3-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 0.0069 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)
Jan 1-31	XXX	XXX	XXX	Report	96.4	XXX
Feb 1-29	XXX	XXX	XXX	Report	93.3	XXX
Mar 1-31	XXX	XXX	XXX	Report	110.0	XXX
Apr 1-30	XXX	XXX	XXX	Report	110.0	XXX
May 1-31	XXX	XXX	XXX	Report	110.0	XXX
Jun 1-30	XXX	XXX	XXX	Report	99.0	XXX
Jul 1-31	XXX	XXX	XXX	Report	78.1	XXX
Aug 1-31	XXX	XXX	XXX	Report	110.0	XXX
Sep 1-30	XXX	XXX	XXX	Report	110.0	XXX
Oct 1-31	XXX	XXX	XXX	Report	110.0	XXX
Nov 1-30	XXX	XXX	XXX	Report	99.6	XXX
Dec 1-31	XXX	XXX	XXX	Report	96.8	XXX
Total Suspended Solids	Report	Report	XXX	30	60	75
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Ammonia-Nitrogen	Report	Report	XXX	9.1	18.2	22.8

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

 • A compliance schedule is included to meet the temperature limits.

 • The discharge shall not cause a change in the temperature of the receiving stream by more than 2°F in a 1-hour period.

 • For the stormwater discharge, an annual inspection, Preparedness, Prevention, and Contingency Plan, and implementation of Best Management Practices are required.

 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.

 PA0070378 A-1, Sewage, SIC Code 8211, Blue Mountain Academy, 2363 Mountain Road, Hamburg, PA 19526-8745. Facility Name: Blue Mountain Academy STP. This existing facility is located in Tilden Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary to Mill Creek, is located in State Water Plan watershed 3-B and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.6
CBOD5	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Total Dissolved Solids	XXX	XXX	XXX	1,000	XXX	XXX
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000  Geo Mean	XXX	10,000
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	9.0	XXX	18
Nov 1 - Apr 30	XXX	XXX	XXX	20	XXX	40

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

 The EPA Waiver is in effect.

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

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

 WQM Permit No. WQG02391501, Sewage, Lower Macungie Township, 3400 Brookside Road, Macungie, PA 18062.

 This proposed facility is located in Lower Macungie Township, Lehigh County.

 Description of Proposed Action/Activity: The project is for a gravity sanitary sewer extension along portions of Spring Creek Road, Sauerkraut Lane and Congdon Hill Drive, which is to connect to the existing Lower Macungie Township sewer on Rt. 100. Approximately 11,000 linear feet of both 8-inch diameter and 16-inch diameter sewer pipe along with accompanying manholes will be included in the project.

 WQM Permit No. WQG02401401, Sewage, Wyoming Borough, 277 Wyoming Avenue, Wyoming, PA 18642.

 This proposed facility is located in Wyoming, Luzerne County.

 Description of Proposed Action/Activity: Installation of gravity sewers, manholes, laterals, pumping station etc.

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

 WQM Permit No. 3615401, Sewerage, Suburban Lancaster Sewer Authority, PO Box 458, Lancaster, PA 17608-0458. This proposed facility is located in Pequea Township, Lancaster County.

 Description of Proposed Action/Activity: Proposed upgrade to the Marticville Pumping Station.

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IV. NPDES Applications for Stormwater Discharges from MS4

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

 PAI132245, MS4, Jermyn Borough, 440 Jefferson Avenue, Jermyn, PA 18433. 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 Jermyn Borough, Lackawanna County. The receiving stream, The Lackawanna River, is located in State Water Plan watershed 5-A and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation.

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

 The EPA waiver is not in effect.

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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
PAI010914008	Gorski Engineering, Inc. 1 Iron Bridge Drive Collegeville, PA 19426	Bucks	Milford Township	Unnamed Tributary to Molasses Creek HQ-TSF-MF

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

 Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Road, Allentown PA 18104

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023914029	Nathan Chaney PPL Electric Utilities 2 North 9th Street Allentown, PA 18101	Lehigh	Emmaus Borough, Lower Macungie Township, Upper Milford Township	Swabia Creek (HQ-CWF, MF) Little Lehigh Creek (HQ-CWF, MF) Tributary to Swabia Creek (HQ-CWF, MF)
PAI023914025(1)	Robert Kiel Liberty Property Limited Partnership 74 West Broad Street Bethlehem, PA 18018	Lehigh	Lower Macungie Township	UNT to Little Lehigh Creek (HQ-CWF, MF)

 Northampton County Conservation District, 14 Gracedale Avenue Greystone Building, Nazareth, PA 18064-9211

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI024814017	Presbyterian Senior Living, Inc. 1 Trinity Drive Suite 201 Dillsburg, PA 17019-8522	Northampton	City of Bethlehem	Monocacy Creek (HQ-CWF, MF)

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI041415001 Major Mod & Renewal of PAS10F073	Kevin McLaughlin Village of Nittany Glen LP 940 W Sproul Rd Ste 301 Springfield PA 19064	Centre	Benner Township	UNT-Buffalo Run HQ-CWF

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