NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[46 Pa.B. 1559]
[Saturday, March 26, 2016]

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?
PA0024228 IW	Hain Pure Protein 2609 Route 22 Fredricksburg, PA 17026	Bethel Township Lebanon County	7-D/Swatara Creek	Y
PA0035092 IW	Tyson Poultry, Inc. 403 South Custer Avenue New Holland, PA 17557-9221	New Holland Borough Lancaster County	7-J/Conestoga River	Y
PA0020711 SEW	Borough of Topton 205 South Callowhill Street Topton, PA 19562	Longswamp Township Berks County	2-C/Toad Creek	Y
PA0088269 SEW	Quincy Sewer Authority 7575 Mentzer Gap Road Waynesboro PA 17268	Quincy Township Franklin County	13-C/West Branch Antietam Creek	Y
PA0014648 IW	SUEZ Water PA Inc.— Hummelstown Membrane Plant 4405 N 6th Street Harrisburg, PA 17110	Hummelstown Borough Dauphin County	7-D/Swatara Creek	Y
PA0082465 SEW	Camp Penn— Susquehanna Conference Of The United Methodist Church PO Box 511 8005 Old Forge Road Waynesboro, PA 17268	Quincy Township Franklin County	13-C/Trucker Run	Y
PA0082023 IW	Leola Sewer Authority 36 Hillcrest Avenue PO Box 325 Leola, PA 17540-0325	Upper Leacock Township Lancaster County	7-J/UNT Conestoga Creek	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0228869 (Sewage)	PA DCNR Kettle Creek State Park 97 Kettle Creek Park Lane Renovo, PA 17764-9400	Clinton County Leidy Township	Kettle Creek (9-B)	Yes

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 Southwest Regional Office: Regional 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?
PA0094111 (Sewage)	Rimco Properties, Inc. Wellington Estates MHP Silvis Road Export, PA 15632	Westmoreland County Washington Township	Unnamed Tributary to Thorn Run (18-B)	Y
PA0001350 (Sewage)	Somerset Portal STP 46226 National Road Saint Clairsville, OH 43950	Washington County Somerset Township	Center Branch Pigeon Creek (19-C)	Yes

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed#)	EPA Waived Y/N
PA0034959 (Sewage)	Wolfs Camping Resort 308 Timberwolf Run Knox, PA 16232-4072	Clarion County Beaver Township	Unnamed Tributary to Canoe Creek (17-B)	Yes
PA0035521 (Sewage)	PA DOT Rome Township Satellite Maintenance Facility PO Box 3060 Harrisburg, PA 17105-3060	Crawford County Centerville Borough	Unnamed Tributary to the Oil Creek (16-E)	Yes
PA0263575 (Sewage)	David J. Strader SRSTP 1075 Saxonburg Road Saxonburg, PA 16056	Butler County Clinton Township	Rocky Run (18-A)	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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 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0020923, Sewage, SIC Code 4952, New Oxford Municipal Authority, 409 Water Works Road, New Oxford, PA 17350-1511. Facility Name: New Oxford Municipal Authority WWTP. This existing facility is located in Oxford Township, Adams County.

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

 The receiving stream, South Branch Conewago Creek, is located in State Water Plan watershed 7-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 1.788 MGD.

	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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.19	XXX	0.61
Carbonaceous Biochemical Oxygen
Demand (CBOD5)
Nov 1 - Apr 30	373	596	XXX	25.0	40.0	50
May 1 - Oct 31	224	328	XXX	15.0	22.0	30
Biochemical Oxygen Demand
(BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	447	671	XXX	30.0	45.0	60
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (CFU/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	112	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	52	XXX	XXX	3.5	XXX	7
Total Phosphorus	30	XXX	XXX	2.0	XXX	4

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	32,657	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	4,354	XXX	XXX	XXX	XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 • To implement requirements applicable to stormwater outfalls.

 • 2,400 lbs/year of Total Nitrogen offsets was approved to be used for compliance with TN Cap Load.

 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.

 PA0023108, Sewage, SIC Code 4952, Borough of Elizabethtown, 600 South Hanover Street, Elizabethtown, PA 17022. Facility Name: Borough of Elizabethtown WWTP. This existing facility is located in West Donegal Township, Lancaster County.

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

 The receiving streams, Susquehanna River and Conoy Creek, is located in State Water Plan watershed 7-G 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 4.5 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	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 (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen
Demand (CBOD5)	938	1,407 Wkly Avg	XXX	25	37.5	50
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
Total Suspended Solids	1,126	1,689 Wkly Avg	XXX	30	45	60
Fecal Coliform (CFU/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	Report	XXX	XXX	Report	XXX	Report
Total Nitrogen	300	XXX	XXX	8.0	XXX	XXX
Total Phosphorus	37.5	XXX	XXX	1.0	XXX	3

 The proposed effluent limits for Outfall 002 are based on a design flow of 9.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	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 (TRC)	XXX	XXX	XXX	0.44	XXX	1.43
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	20	30	40
Total Suspended Solids	XXX	XXX	XXX	30	45	60
Fecal Coliform (CFU/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	8.0	XXX	16
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10
Total Nitrogen	XXX	XXX	XXX	8.0	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	3

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	109,500	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	13,688	XXX	XXX	XXX	XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 • The loading amounts of 82,191 lbs/year for Total Nitrogen and 10,959 lbs/year for Total Phosphorus shall be used for the purposes of determining eligibility to sell nutrient credits. Loadings less than these values may be sold as part of the nutrient trading process.

 • 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 717-705-4732.

 The EPA Waiver is not in effect.

 PA0081451, Sewage, SIC Code 8211, Red Lion Area School District, 696 Delta Road, Red Lion, PA 17356-9185. Facility Name: Clearview Elementary School. This existing facility is located in Chanceford Township, York County.

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

 The receiving stream(s), Unnamed Tributary of West Branch Toms Run, is located in State Water Plan watershed 7-I 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 0.005 MGD.

	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	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.5
CBOD5	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	7.0	XXX	14
Nov 1 - Apr 30	XXX	XXX	XXX	21.0	XXX	42
Total Phosphorus (lbs)	XXX	Report Total Monthly	XXX	2.0	XXX	4
Total Kjeldahl Nitrogen (lbs)	XXX	Report Total Monthly	XXX	Report Daily Max	XXX	XXX
Nitrate-Nitrite as N (lbs)	XXX	Report Total Monthly	XXX	Report Daily Max	XXX	XXX
Total Nitrogen (lbs)	XXX	Report Total Monthly	XXX	Report Daily Max	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.

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

 PA0255068, Sewage, Duane Stewart, 260 Wilson Road, Dawson, PA 15428. Facility Name: Duane Stewart SRSTP. This proposed facility is located in Lower Tyrone Township, Fayette County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 400 GPD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	Report
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	200

 The EPA Waiver is in effect.

 PA0002054, SIC Code 4911, Seward Generation, LLC, 11 Lloyd Avenue, Latrobe, PA 15650. Facility Name: Seward Generating Station. This existing facility is located in East Wheatfield Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sanitary sewage, treated groundwater, untreated non-contact cooling water, and stormwater runoff.

 The receiving stream, Conemaugh River, is located in State Water Plan watershed 18-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.0 MGD.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.015 MGD.

	Mass		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Residual Chlorine	XXX	XXX	XXX	0.5	1.6	XXX
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Flow (MGD)	Report	0.015	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
CBOD5	XXX	XXX	XXX	25	50	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200	1,000	XXX
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	10,000	XXX
NH3-N	XXX	XXX	XXX	25	50	XXX
Total Aluminum
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	0.75	0.75	XXX
Total Iron
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.5	3.0	XXX
Total Manganese
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.0	2.0	XXX
Total Nitrogen	XXX	XXX	Report	Report	XXX	XXX
Total Phosphorous	XXX	XXX	Report	Report	XXX	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 3.5 MGD.

	Mass		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
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	XXX	XXX	XXX	30	100	XXX
Oil and Grease	XXX	XXX	XXX	15	20	30
Total Cobalt	XXX	XXX	XXX	0.27	0.53	XXX
Total Nickel	XXX	XXX	XXX	0.45	0.9	XXX
Total Chromium	XXX	XXX	XXX	0.2	0.2	XXX
Total Zinc	XXX	XXX	XXX	0.8	1.0	XXX
Total Aluminum
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	0.75	0.75	XXX
Total Iron
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.5	3.0	XXX
Total Manganese
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.0	2.0	XXX
Dissolved Iron	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
Sulfate	XXX	XXX	XXX	Report	Report	XXX

 Neither free available chlorine nor total residual chlorine may be discharged from any unit for more than two hours in any one day and not more than one unit in any plant may discharge free available or total residual chlorine at any one time unless the utility can demonstrate to the regional administrator or State, if the State has the NPDES permit issuing authority, that the units in a particular location cannot operate at or below this level of chlorination.

 The proposed effluent limits for Outfall 004, design flow varies.

	Mass		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	35	70	XXX
Total Aluminum
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	0.75	0.75	XXX
Total Iron
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.5	3.0	XXX
Total Manganese
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 005, design flow varies.

	Mass		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	35	70	XXX
Total Aluminum
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	0.75	0.75	XXX
Total Iron
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.5	3.0	XXX
Total Manganese
Interim*	XXX	XXX	XXX	Report	Report	XXX
Final**	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.216 MGD.

	Mass		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	35	70	XXX
Total Aluminum	XXX	XXX	XXX	0.75	0.75	XXX
Total Iron	XXX	XXX	XXX	1.5	3.0	XXX
Total Manganese	XXX	XXX	XXX	1.0	2.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
Sulfate	XXX	XXX	XXX	Report	Report	XXX
Total Zinc	XXX	XXX	XXX	Report	Report	XXX

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

 • River debris that is removed from the cooling water intake rack may not be returned to the river.

 • Requirements for Cooling Water Intake structures.

 • Interim Permit Limits are applicable from the Permit Effective Date until three years following the Permit Effective Date.

 • Final Permit Limits are applicable from three years following the Permit Effective Date through the Permit Expiration Date.

 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

 PA0264377, Sewage, SIC Code 8800, Northwest Savings Bank, P. O. Box 1793, Warren, PA 16365-6793. Facility Name: Northwest Savings Bank Holman Rd SRSTP. This proposed facility is located in Greene 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), Unnamed Tributary to Fourmile Creek, is located in State Water Plan watershed 15-A 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 0.0004 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Biochemical Oxygen Demand
(BOD5)	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	1,000

 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.

 PA0046418, Sewage, SIC Code 4952, Middleboro Municipal Authority Erie County, PO Box 189, McKean, PA 16426-0189. Facility Name: Middleboro STP. This existing facility is located in McKean Borough, Erie County.

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

 The receiving stream is Elk Creek, located in State Water Plan watershed 15-A and classified for Migratory Fish and Warm Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed influent requirements are based on the current 0.081 MGD and expansion 0.112 MGD design flows.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Biochemical Oxygen Demand
(BOD5)
Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids
Influent	Report	Report	XXX	Report	Report	XXX

 The proposed interim effluent limits for Outfall 001 are based on the current 0.081 MGD design flow.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	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	4.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	16.7	25.0	XXX	20.0	30.0	40
May 1 - Oct 31	8.34	12.5	XXX	10.0	15.0	20
Total Suspended Solids	25.0	37.5	XXX	30.0	45.0	60
Fecal Coliform (CFU/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	7.0	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	2.3	XXX	XXX	2.5	XXX	5
Total Phosphorus	0.84	XXX	XXX	1	XXX	XXX

 The proposed final effluent limits for Outfall 001 are based on the expansion 0.112 MGD design flow.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.3	XXX	1.0
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	18.7	28.1	XXX	20.0	30.0	40
May 1 - Oct 31	9.3	14.0	XXX	10.0	15.0	20
Total Suspended Solids	28.0	42.1	XXX	30.0	45.0	60
Fecal Coliform (CFU/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	7.0	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	2.3	XXX	XXX	2.5	XXX	5
Total Phosphorus	0.9	XXX	XXX	1	XXX	XXX

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

 • A facility expansion compliance schedule

 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.

 PA0002674, Industrial, SIC Code 2911, American Refinery Group Inc., 77 North Kendall Avenue, Bradford, PA 16701-1726. Facility Name: American Refinery Group Bradford. This existing facility is located in City of Bradford & Foster Township, McKean County.

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

 The receiving waters are Tunungwant Creek (002, 004—009, 011 and 012) and Foster Brook (010). The receiving streams are in State Water Plan 16-C and are classified for the following uses: warm water fishes (Tunungwant Creek), cold water fishes (Foster Brook), aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.437 MGD.

	Mass Units (lbs/day)		Concentrations (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	9.0 Max	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Biochemical Oxygen Demand
(BOD5)	189	356	XXX	Report	Report	130
Chemical Oxygen Demand (COD)	947	1,832	XXX	Report	Report	650
Total Suspended Solids	160	249	XXX	Report	Report	110
Oil and Grease	58	111	XXX	15	XXX	30
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ammonia-Nitrogen	20	44	XXX	Report	Report	13.7
Chromium, Hexavalent	0.2	0.44	XXX	Report	Report	0.13
Chromium, Total	3.2	5.4	XXX	Report	Report	2.2
Sulfide, Total	1.1	2.4	XXX	Report	Report	0.73
Phenolics, Total	0.55	1.1	XXX	0.15	0.3	0.38

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.048 MGD.

	Mass Units (lbs/day)		Concentrations (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	9.0 Max	XXX
Total Suspended Solids	Report	Report	XXX	30	60	75
Oil and Grease	Report	XXX	XXX	15	XXX	30
Total Organic Carbon	XXX	Report	XXX	XXX	110	138

 The proposed effluent limits for Outfalls 005, 007—010 & 012 are based on a design flow of N/A MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average	Average Weekly	Minimum	Average	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Total Organic Carbon	XXX	XXX	XXX	XXX	110   Daily Max	138

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

 • Sampling Waiver for Hexavalent Chromium, Total Chromium & Phenolics—Outfall 002

 • Stormwater Allowance Factors

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 • Stormwater No Exposure Exemption—Outfalls 006 & 011

 • Electronic Discharge Monitoring Reporting requirement

 • Hydrostatic Testing Effluent requirements

 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.

 PA0264334, Sewage, SIC Code 4952, 7000, Denis Brooks, 3257 Soap Fat Road, Shippenville, PA 16254. Facility Name: Denis Brooks SFTF. This proposed facility is located in Elk Township, Clarion County.

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

 The receiving stream is an unnamed tributary to Judith Run, located in State Water Plan watershed 17-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00194 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	Report
Carbonaceous Biochemical Oxygen
Demand (CBOD5)	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	1,000

 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.

 PA0264407, Sewage, SIC Code 8800, Nicholas Romeo, 316 Logan Road, Valencia, PA 16059. Facility Name: Nicholas Romeo SRSTP. This proposed facility is located in Penn Township, Butler County.

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

 The receiving stream(s), Unnamed Tributary of Thorn Creek, is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Biochemical Oxygen Demand
(BOD5)	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	1,000

 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.

 PA0264351, Sewage, SIC Code 8800, Timothy Lester, 275 Hazeltine Avenue, Jamestown, NY 14701. Facility Name: Timothy Lester SRSTP. This proposed facility is located in Farmington Township, Warren County.

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

 The receiving stream is a drainage swale to Mud Run, located in State Water Plan watershed 16-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand
(BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 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. 0616401, Sewerage, Muhlenberg Township Authority, 2840 Kutztown Road, Reading, PA 19605-2655.

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

 Description of Proposed Action/Activity: Seeking permit approval for the replacement of the sewage grinder at the South Temple Pumping Station with a new grinder.

 WQM Permit No. 2216403, Sewerage, Lower Paxton Township Sewer Authority, 425 Prince Street, Harrisburg, PA 17109.

 This proposed facility is located in Lower Paxton Township, Dauphin County.

 Description of Proposed Action/Activity: Seeking permit approval for upgrades to the Parkchester Pump Station and Force Main. Construction of approximately 300 feet of new force main to redirect force main discharge from existing manhole 388.03 to new manhole 895.31. The project purpose is to reduce force main length and sanitary sewer residence time to reduce the potential for hydrogen sulfide generation.

 WQM Permit No. 6716402, Sewerage, Douglas Zook, Box 331, East Prospect, PA 17317.

 This proposed facility is located in Peach Bottom Township, York County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of a single residence sewage treatment plant to serve their single family residence located at 53 Sassafras Lane, Delta, PA 17314.

 WQM Permit No. 2116401, Sewerage, Hampden Township Sewer Authority, 230 South Sporting Hill Road, Mechanicsburg, PA 17050.

 This proposed facility is located in Hampden Township, Cumberland County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction of an interceptor main to eliminate Fairwinds Pump Station.

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

 WQM Permit No. 0416200, Industrial, Center Township Municipal Water Authority, 224 Center Grange Road, Aliquippa, PA 15501.

 This proposed facility is located in Center Township, Beaver County.

 Description of Proposed Action/Activity: Construction of a waste equalization tank.

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

 WQM Permit No. 1016403, Sewage, Saxonburg Borough Area Authority, 420 West Main Street, Saxonburg, PA 16056-9517.

 This proposed facility is located in Saxonburg Borough, Butler County.

 Description of Proposed Action/Activity: Upgrades and maintenance of Elder Alley Pump Station.

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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
PAI011515014	Fidelity Contracting, LLC 742 North Manor Road Elverson, PA 19520	Chester	West Nantmeal Township	East Branch Brandywine Creek HQ-TSF-MF
PAI010916001	HHC Holdings, LLC 700 Garrett Road Upper Darby, PA 19082	Bucks	Richland Township	Morgan Creek TSF-MF
PAI011516001	William M. D'Allaird 201 Kymberwyck Way Kennett Square, PA 19348	Chester	West Bradford Township	Unknown Tributary to Broad Run EV
PAI014615005	Matrix/Ashbourne Associates 3 Center Drive Monroe, NJ 08831	Montgomery	Cheltenham Township WWF-MF	Tookany Creek WWF-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 Rd., Allentown, PA 18104

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023916008	Peter Everett Everett Custom Homes, Inc. 18049 Wertman Rd. Fogelsville, PA 18051	Lehigh	Weisenberg Township	UNT to Lyon Creek (HQ-CWF, MF)

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

Permit #	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI033616003	Landis Homes Retirement Community 1001 East Oregon Road Lititz, PA 17543	Lancaster	Manheim Township	UNT to Conestoga River (locally known as Kurtz Road) (WWF)

 Tioga County Conservation District: 50 Plaza Lane, Wellsboro, PA 16901, (570) 724-1801, X 3

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI045916001	Niles Valley Energy, LLC 81 Muck Road Wellsboro, PA 16901	Tioga	Charleston Township	Baldwin Run (HQ-CWF, MF)

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