NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[51 Pa.B. 6624]
[Saturday, October 23, 2021]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN WATER ACT

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. 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). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

Section	Category
I	Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received
II	Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs
III	Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity

 Section I identifies the following applications and NOIs that have been received by DEP:

 • Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.

 • General NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.

 • All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.

 Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Section II identifies individual NPDES permit applications received and draft permits issued by DEP relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).

 Section III provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.

 Applications and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and 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 DEP of the exact basis of a comment and the relevant facts upon which it is based.

 DEP office contact information to review applications and NOIs in Sections I & II and to submit comments for those application and NOIs, when applicable, is as follows:

 DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484.250.5910. Email: RA-EPNPDES_SERO@pa.gov.

 DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570.826.5472. Email: RA-EPNPDES_NERO@pa.gov.

 DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.

 DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570.327.3693. Email: RA-EPNPDES_NCRO@pa.gov.

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.

 DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717.787.5017. Email: RA-EPNPDES_Permits@pa.gov.

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if the Department determines that there is a significant public interest. 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. DEP 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 Hamilton Relay Service at (800) 654-5984.

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I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
0621407	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	New	2000 Perkiomen Ave LLC 503 Hanley Lane Downingtown, PA 19335	Robeson Township Berks County	SCRO
0921828	Joint DEP/PFBC Pesticides Permit	New	Delaware River Joint Toll Bridge Commission (DRJTBC) 1149 Woodside Road Yardley, PA 19067-1334	Lower Makefield Township Bucks County	SERO
4621821	Joint DEP/PFBC Pesticides Permit	New	Orr Jason 600 Great Springs Road Bryn Mawr, PA 19010-1702	Lower Merion Township Montgomery County	SERO
1500419	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	South Coventry Township Chester County 1371 New Philadelphia Road Pottstown, PA 19465	South Coventry Township Chester County	SERO
3521402	Major Sewage Treatment Facility Individual WQM Permit	New	PA American Water Co. 2699 Stafford Avenue Scranton, PA 18505-3608	Scranton City Lackawanna County	NERO
2118201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Amendment	Ridge Penn Commerce Partners I LLC 3340 Peachtree Road Atlanta, GA 30326	Penn Township Cumberland County	SCRO
6069201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Transfer	Gold Bond Bldg Products LLC P.O. Box 210 West Milton, PA 17886-0210	White Deer Township Union County	NCRO
5275415	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Aqua PA Wastewater Inc. 1 Aqua Way White Haven, PA 18661-1115	Lackawaxen Township Pike County	NERO
NNOEXSC50	No Exposure Certification	Renewal	TE Connectivity Corp 209 Shellyland Road Manheim, PA 17545-8681	Rapho Township Lancaster County	SCRO
NNOEXSC59	No Exposure Certification	Renewal	TE Connectivity Corp 1250 E Main Street Mount Joy, PA 17552-9338	Mount Joy Borough Lancaster County	SCRO
NOEXSC140	No Exposure Certification	Renewal	UPS Supply Chain Solutions 401 Quality Circle Harrisburg, PA 17112-9499	West Hanover Township Dauphin County	SCRO
PAG030080	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	John Rock Inc. 500 Independence Way Coatesville, PA 19320-1689	West Caln Township Chester County	SERO
PAG124872	PAG-12 NPDES General Permit for CAFOs	New	Good View Farm LLC 1317 Glory Barn Road Canton, PA 17724-9248	Canton Township Bradford County	SCRO
2021416	Pump Stations WQM Individual Permit	New	Meadville Area Sewer Authority Crawford County 1320 Park Avenue Meadville, PA 16335-3114	Meadville City Crawford County	NWRO
PA0266906	Single Residence STP Individual NPDES Permit	Transfer	Beavers Anthony 140 Swinging Bridge Road Hollidaysburg, PA 16648	Frankstown Township Blair County	SCRO
0694409	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Neely Ross P & Neely Justine C 127 Lee Spring Road Blandon, PA 19510-9736	Ruscombmanor Township Berks County	SCRO
0719402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Beavers Anthony 140 Swinging Bridge Road Hollidaysburg, PA 16648	Frankstown Township Blair County	SCRO
0721401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Miller Tyler L 305 Shaw Road Hollidaysburg, PA 16648	Frankstown Township Blair County	SCRO
4321412	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Dagres Miranda 14 Nutt Road Grove City, PA 16127-6032	Pine Township Mercer County	NWRO
WQG01201508	WQG-01 WQM General Permit	Transfer	Weaver James 17506 State Highway 86 Saegertown, PA 16433-6338	Woodcock Township Crawford County	NWRO
2142101	WQG-02 WQM General Permit	New	PA DCNR Bald Eagle State Park 149 Main Park Road Howard, PA 16841-3508	Liberty Township Centre County	NCRO

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II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

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 Northcentral Regional Office

 PA0010031, Industrial, SIC Code 4911, Shawville Power, LLC, 250 Power Plant Drive, Shawville, PA 16873. Facility Name: Shawville Generating Station. This existing facility is located in Bradford Township, Clearfield 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), West Branch Susquehanna River (WWF, MF), is located in State Water Plan watershed 8-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 005 are based on a design flow of 3.445 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Aluminum, Total (ug/L)	33.6	52.4	XXX	1,170.0	1,825.0	2,924
Chromium, Hexavalent (ug/L)	Report	Report	XXX	Report	Report	XXX
Iron, Total	19.74	39.48	XXX	1.80	3.60	4.5
Manganese, Total	23.03	46.06	XXX	2.10	4.20	5.3
Mercury, Total (ug/L)	0.017	0.026	XXX	0.58	0.90	1.45
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total (ug/L)	0.08	0.12	XXX	2.78	4.34	6.96
Zinc, Total	Report	Report	XXX	Report	Report	XXX
Acrylamide (ug/L)	0.13	0.21	XXX	4.64	7.23	11.6
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX

 The proposed monitoring requirements for Outfall 101 are:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed monitoring requirements for IMP 102 are:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed monitoring requirements for IMP 201 are:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 205 are based on a design flow of 0.018 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
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	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	3.7	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	4.5	XXX	XXX	30.0	XXX	60.0
Total Dissolved Solids	Report	Report	XXX	Report	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
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Manganese, Total	Report	Report	XXX	Report	Report	XXX
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total	Report	Report	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 405 are based on a design flow of 3.427 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	XXX	XXX	0.00
Total Suspended Solids	325	XXX	XXX	30.0	XXX	50
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	163	217	XXX	15.0	20.0	30
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	Report	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	Report	Report	XXX
Acrylamide (ug/L)	Report	Report	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX
PCBs, Total (ug/L)	XXX	XXX	XXX	XXX	XXX	1.75
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for IMP 605 are based on a design flow of 2.07 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Chromium, Total	3.45	3.45	XXX	0.2	0.2	XXX
Zinc, Total	17.26	17.26	XXX	1.0	1.0	XXX
Priority Pollutants, Total	XXX	Report	XXX	XXX	Report	XXX

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

 The EPA Waiver is not in effect.

 PA0021687, Sewage, SIC Code 4952, Wellsboro Municipal Authority, 28 Crafton Street, Wellsboro, PA 16901-1549. Facility Name: Wellsboro Municipal Authority. This existing facility is in Wellsboro Borough, Tioga 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, Marsh Creek (WWF), is located in State Water Plan watershed 9A 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 2.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Maximum	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Instantaneous	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Instantaneous	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	300	450	XXX	18.0	27.0	36
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Maximum	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Maximum	XXX	Report	XXX	XXX
Total Suspended Solids	500	750	XXX	30	45	60
Total Residual Chlorine (TRC)  Interim	XXX	XXX	XXX	0.17	XXX	0.56
Final	XXX	XXX	XXX	0.09	XXX	0.29
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen
Nov 1 - May 31	75	112	XXX	4.5	6.7	9.0
Jun 1 - Oct 31	25	37	XXX	1.5	2.2	3.0
Total Phosphorus	33	50	XXX	2.0	Report	4.0
Antimony, Total (ug/L)	0.15	0.23 Daily Maximum	XXX	8.75	13.70 Daily Maximum	21.9
Boron, Total (ug/L)	Report	Report Daily Maximum	XXX	Report	Report Daily Maximum	XXX
Cadmium, Total (ug/L)	0.008	0.012 Daily Maximum	XXX	0.47	0.74 Daily Maximum	1.18
Cobalt, Total (ug/L)	Report	Report Daily Maximum	XXX	Report	Report Daily Maximum	XXX
Copper, Total (ug/L)	0.27	0.42 Daily Maximum	XXX	16.2	25.30 Daily Maximum	40.5
Cyanide, Free (ug/L)	Report	Report Daily Maximum	XXX	Report	Report Daily Maximum	XXX
Silver, Total (ug/L)	Report	Report Daily Maximum	XXX	Report	Report Daily Maximum	XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	IMAX
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*	XXX	46,029	XXX	XXX	XXX	XXX
Net Total Phosphorus*	XXX	4,871	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.

 Sludge use and disposal description: solids are anaerobically digested and dewatered prior to landfill.

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

 • Combined Sewer Overflows

 • Whole Effluent Toxicity

 • Stormwater Requirements

 • Solids Management

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

 The EPA Waiver is not in effect.

 PA0111970, Sewage, SIC Code 4952, Springbrook Family Campground, 675 Numidia Drive, Catawissa, PA 17820-8019. Facility Name: Springbrook Family Campground. This existing facility is located in Locust Township, Columbia 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), Roaring Creek (TSF), is located in State Water Plan watershed 5-E 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 0.0035 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
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	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
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	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Other Requirements.

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0060445, Sewage, SIC Code 8412, PA Historical & Museum Comm, 2 Eckley Main Street, Weatherly, PA 18255-5030. Facility Name: Eckley Miners Village. This existing facility is located in Foster Township, Luzerne 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 Black Creek, is located in State Water Plan watershed 5-D and is classified for, 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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	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
Ammonia-Nitrogen	XXX	XXX	XXX	16.0	XXX	32

 The proposed effluent limits for Outfall 001 are based on a design flow of .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0276456, Sewage, SIC Code 4952, Scott Petersen, 9 Paige Trail, Perkasie, PA 18944. Facility Name: Scott Petersen SRSTP. This proposed facility is located in Upper Saucon Township, Lehigh County.

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

 The receiving stream, Tributary 3368 to Tumble Brook (CWF/MF), is located in State Water Plan watershed 02-C 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 0.0004 MGD.

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PAS208302, Storm Water, SIC Code 3496, Keystone Powdered Metal Co., 251 State Street, Saint Marys, PA 15857-1658. Facility Name: Keystone Powdered Metal Lewis Run. This existing facility is located in Lewis Run Borough, McKean 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 to East Branch Tunungwant Creek (HQ-CWF) and East Branch Tunungwant Creek (HQ-CWF), is located in State Water Plan watershed 16-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001, 002 (stormwater), 003—006 are based on a design flow of 0 MGD (stormwater outfalls).—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
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	XXX	30
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 (emergency once-thru non-contact cooling water) are based on a design flow of 0.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30	60	60
Oil and Grease	XXX	XXX	XXX	15	30	30

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

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls (Appendix U)

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0289795, Sewage, SIC Code 8800, Daniel & Maryann Lukowich, 12656 Tower Road, Conneautville, PA 16406-6446. Facility Name: Daniel & Maryann Lukowich SRSTP. This proposed facility is located in Spring Township, Crawford County.

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

 The receiving stream(s), Unnamed Tributary of Conneaut Creek (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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
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

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0289914, Sewage, SIC Code 8800, Susan Pelletier, 9904 Park Lane NW, Albuquerque, NM 87114-4930. Facility Name: Susan Pelletier SFTF. This proposed facility is located in Triumph Township, Warren County.

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

 The receiving stream(s), Unnamed Tributary to Gordon Run (CWF), is located in State Water Plan watershed 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 .0008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
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

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 

 Southcentral Regional Office

 PA0014672, Industrial, SIC Code 6733, Exide Environmental Response Trust, One World Trade Center, Long Beach, CA 90802. Facility Name: Exide Trust Reading, formerly the Exide Laureldale Smelter and Battery Plant. This existing facility is located in Muhlenberg 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.

 The receiving stream(s), the Schuylkill River (WWF) via a municipal storm sewer and an Unnamed Tributary to Bernhart Creek, are located in State Water Plan watershed 3-C 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 101 are based on a design flow of 0.09 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	Report	Report	XXX	25.0	40.0	50
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Total Dissolved Solids	XXX	XXX	XXX	6,000.0	7,500.0	7,500
Oil and Grease	XXX	XXX	XXX	15.0	30.0	30
Antimony, Total	Report	Report	XXX	Report	Report	XXX
Arsenic, Total	Report	Report	XXX	2.13	3.33	5.33
Cadmium, Total	Report	Report	XXX	0.07	0.11	0.17
Copper, Total	Report	Report	XXX	0.66	1.02	1.64
Iron, Total	Report	Report	XXX	Report	Report	XX
Lead, Total	Report	Report	XXX	0.91	1.41	2.26
Zinc, Total	Report	Report	XXX	5.49	8.56	13.72

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.51 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Total Dissolved Solids	XXX	XXX	XXX	1,000.0	XXX	2,500
Oil and Grease	XXX	XXX	XXX	15.0	30.0	30
Lead, Total	XXX	XXX	XXX	0.91	1.41	2.26
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 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	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	Report	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	Report	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	Report	XXX	XXX	Report	XXX
Cadmium, Total	XXX	Report	XXX	XXX	Report	XXX
Copper, Total	XXX	Report	XXX	XXX	Report	XXX
Lead, Total	XXX	Report	XXX	XXX	Report	XXX
Zinc, Total	XXX	Report	XXX	XXX	Report	XXX

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

 • Proper handling and disposal of accumulated sediment, screenings, sludges, and solids

 • Annual cleaning of the discharge line from the facility to the connection with the municipal storm sewer

 • Biological monitoring of Bernhart Creek whenever there is a discharge at outfall 002 exceeding 100,000 gpd or at least once during permit term if no such discharge at outfall 002 occurs

 • Notification requirements for specified concentrations of Total Antimony and Total Iron at Outfall 101

 • Maintaining a log of the amount of reserve capacity in the stormwater storage tanks

 • Restrictions on usage of Chemical Additives and reporting requirements

 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.

 PA0260738, SIC Code, Nitterhouse Concrete Products Inc., P.O. Box 2013, Chambersburg, PA 17201-0813. Facility Name: Nitterhouse Concrete Precast Plant. This existing facility is located in Guilford Township, Franklin County.

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

 The receiving stream(s), Unnamed Tributary of Conococheague Creek (WWF, MF) is located in State Water Plan watershed 13-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 .03 MGD.—Limits.

	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 Daily Min	XXX	XXX	9.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	6.2	10	XXX	25.0	40.0	50
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	50
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	2.0	3.1	XXX	7.94	12.38	19.84
Chromium, Hexavalent	0.03	0.09	XXX	0.15	0.23	0.37
Copper, Total	Report	Report	XXX	Report	Report	XXX
Iron, Total	5.85	14.63	XXX	23.4	36.5	58.5
Mercury, Total	0.0002	0.0004	XXX	0.0006	0.001	0.001
Selenium, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total	0.007	0.01	XXX	0.02	0.04	0.07

 The proposed effluent limits for 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
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, 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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, 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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen   (Total Load, lbs) (lbs)  Effluent Net	XXX	0.0 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Effluent Net	XXX	0.0 Total Annual	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.

 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.

 PA0027952, Sewage, SIC Code 5541, HMS Host Corp, P.O. Box 8, Middletown, PA 17057-0008. Facility Name: Lawn Service Plaza. 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 of Conewago Creek (TSF), 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 .05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
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	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
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 Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	304 Total Annual	XXX	XXX	XXX	XXX

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

 • Stormwater prohibition, approval contingencies, management of collected screenings, slurries, sludges and other solids, dry stream discharge condition and 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.

 PA0034754, Sewage, SIC Code 6515, GSP Management Company, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Alex Acres MHP. This existing facility is located in Halifax Township, Dauphin 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), Gurdy Run (WWF), is located in State Water Plan watershed 6-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 .012 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
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	0.5	XXX	1.0
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	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	60.0	XXX	120
May 1 - Oct 31	XXX	XXX	XXX	20.0	XXX	40
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

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

 • Stormwater prohibition, approval contingencies, solids management and 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.

 PA0267511, Sewage, SIC Code 8811, Alan D. Mahone, 531 Maple Grove Road, Abbottstown, PA 17301. Facility Name: Alan Mahone Residence. This proposed facility is located in Franklin Township, Adams 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), Clear Run (HQ-CWF, MF), is located in State Water Plan watershed 13-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
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

 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.

 PA0281761, Sewage, SIC Code, Gotwalt Michael A, 115 Church Road, Lewisberry, PA 17339. Facility Name: Michael A & Nancy J Gotwalt Properties. This proposed facility is located in Warrington Township, York 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 Beaver Creek (WWF, MF), is located in State Water Plan watershed 7-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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
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

 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

 PA0255092 A-3, Industrial, SIC Code 4911, Hill Top Energy Center, LLC, 278 Thomas Road, Carmichaels, PA 15320-1660. Facility Name: Hill Top Energy Center LLC. This existing facility is located in Cumberland Township, Greene County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.17 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,3-Dichlorobenzidine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Pentachlorophenol (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylamide (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylonitrile (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
1,2-Diphenylhydrazine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis (2-Chloroethyl) Ether (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo (a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorocyclopentadiene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Indeno (1,2,3-cd) Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodimethylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodi-N-Propylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Phenanthrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Vinyl Chloride (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.33 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	XXX	XXX	XXX	12.4	19.4	31
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Mercury, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	26.30	41.00	65.8
3,3-Dichlorobenzidine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Pentachlorophenol (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylamide (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylonitrile (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
1,2-Diphenylhydrazine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Chloroethyl) Ether (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobutadiene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorocyclopentadiene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Indeno (1,2,3-cd) Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodimethylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodi-N-Propylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Phenanthrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Vinyl Chloride (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 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	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point (IMP) 101 are based on a design flow of 0.22 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for IMP 201 are based on a design flow of 0.0086 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for IMP 301 are based on a design flow of 0.61 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	0.5
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 401 are based on a design flow of 0.22 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for IMP 501 are based on a design flow of 0.0086 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for IMP 601 are based on a design flow of 0.61 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	0.5
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

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

 The EPA Waiver is not in effect.

 PA0093955, Sewage, SIC Code, Mark P DeCarlo, 2800 Washington Boulevard, McKeesport, PA 15037. Facility Name: Decarlo SRSTP. This existing facility is located in Middlecreek Township, Somerset 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), UNT to Laurel Hill Creek (HQ-CWF), is located in State Water Plan watershed 19-E and is classified for Exceptional Value Waters, 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	Daily Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	Report	XXX	XXX	Report

 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	Daily Minimum	Average Monthly	Maximum	IMAX
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	25.0	XXX	XXX	50.0
Total Suspended Solids	XXX	XXX	30.0	XXX	XXX	60.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	XXX	200

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

 The EPA Waiver is in effect.

 PA0255122, Sewage, SIC Code 8800, Benjamin Rosier, 110 Hamilton Drive, Sewickley, PA 15143-8410. Facility Name: Rosier SRSTP. This existing facility is located in Bell Acres Borough, Allegheny 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), Unnamed Tributary to Little Sewickley Creek (HQ-TSF), is located in State Water Plan watershed 20-G and is classified for 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 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
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

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0057967, Industrial, SIC Code 3272, 3423, Campania International Inc., 2452 Quakertown Road, Pennsburg, PA 18073. Facility Name: Campania International IWTP. This existing facility is located in Upper Hanover 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), Macoby Creek Branch (TSF, MF), is located in State Water Plan watershed 3-E 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 0.02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Semi-Annual Average	Daily Maximum	IMAX
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 Inst Min	XXX	XXX	XXX
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	XXX	XXX	100
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	4.0	8.0	XXX	25.0 Avg Mo	50.0	50
Total Suspended Solids	3.5	7.0	XXX	20.0 Avg Mo	40.0	40
Total Dissolved Solids	167	334	XXX	1,000 Avg Mo	2000	2,500
Oil and Grease	XXX	XXX	XXX	15 Avg Mo	30	30
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	200.0 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	0.35	0.70	XXX	2.0 Avg Mo	4.0	5
Total Phosphorus	0.35	0.70	XXX	2.0 Avg Mo	4.0	5

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Semi-Annual Average	Daily Maximum	IMAX
Chromium III, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Stormwater Outfalls 002—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	IMAX
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Operation and Maintenance (O & M) Plan

 • Requirements applicable to stormwater outfalls

 • Seasonal monitoring requirements for Fecal Coliform

 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.

 PA0244856, Industrial, SIC Code 4953, Waste Management of Fairless, LLC, 1000 New Ford Mill Road, Morrisville, PA 19067-3704. Facility Name: Fairless Landfill. 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), Delaware River (WWF, MF), Unnamed Tributary to Delaware River (WWF, MF), and 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 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	Report	XXX
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	Report	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Barium, Total	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Tritium, Total (pCi/L)	XXX	XXX	XXX	Report	Report	XXX
1,4-Dioxane	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	Report	Report	XXX

 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 Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	Report	XXX
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	Report	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Barium, Total	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Tritium, Total (pCi/L)	XXX	XXX	XXX	Report	Report	XXX
1,4-Dioxane	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for 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 Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	Report	XXX
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	Report	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Barium, Total	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Magnesium, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Tritium, Total (pCi/L)	XXX	XXX	XXX	Report	Report	XXX
1,4-Dioxane	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum Monthly Average	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.30	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	0.5 Avg Mo	1.0 Daily Max	XXX	1.2
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	XXX	XXX	750
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	Report
Biochemical Oxygen  Demand (BOD5)	75	150	XXX	30	60	75
Biochemical Oxygen  Demand (BOD5)  Percent Removal	XXX	XXX	95.0	XXX	XXX	XXX
Biochemical Oxygen  Demand (BOD5)  Industrial Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	75	150	XXX	30	60	75
Industrial Influent	Report	XXX	XXX	Report	XXX	XXX
Percent Removal	XXX	XXX	90.0	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	15,000	20,000	25,000
Oil and Grease	37.5	75	15.0 Avg Mo	30.0 Daily Max	XXX	30.0
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	XXX	XXX	XXX	Report	Report	XXX
Total Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	12.26	25.0	XXX	4.9	10	15
Total Phosphorus	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	0.688	1.376	XXX	0.275	0.550	0.68
Antimony, Total	1.13	2.26	XXX	0.450	0.900	1.13
Arsenic, Total	0.375	0.750	XXX	0.150	0.300	0.375
Barium, Total	0.250	0.500	XXX	0.100	0.200	0.25
Boron, Total	Report	Report	XXX	Report	Report	XXX
Boron, Total Percent Removal	XXX	XXX	10.0	XXX	XXX	XXX
Boron, Total Industrial Influent	Report	Report	XXX	Report	Report	XXX
Cadmium, Total	0.0125	0.0250	XXX	0.005	0.010	0.0125
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	0.375	0.750	XXX	0.150	0.300	0.375
Copper, Total	0.125	0.250	XXX	0.050	0.100	0.125
Cyanide, Total	0.187	0.375	XXX	0.075	0.150	0.188
Iron, Total	6.25	12.50	XXX	2.5	5.0	6.3
Lead, Total	0.090	0.180	XXX	0.036	0.072	0.09
Mercury, Total	0.001	0.002	XXX	0.0004	0.0008	0.001
Nickel, Total	0.500	1.0	XXX	0.2	0.4	0.5
Silver, Total	0.025	0.050	XXX	0.010	0.020	0.025
Thallium, Total	0.085	0.170	XXX	0.100	0.200	0.25
Vanadium, Total	0.250	0.500	XXX	0.100	0.200	0.25
Zinc, Total	0.275	0.500	XXX	0.110	0.200	0.25
4,4-DDD	0.00012	0.00012	XXX	0.00005	0.00005	0.00005
4,4-DDT	0.00012	0.00012	XXX	0.00005	0.00005	0.00005
4,4-DDE	0.00012	0.00012	XXX	0.00005	0.00005	0.00005
2-Hexanone	0.038	0.075	XXX	0.015	0.030	0.037
4-Methyl-2-pentanone	0.038	0.075	XXX	0.015	0.030	0.037
Isopropanol	1.35	2.7	XXX	0.540	1.080	1.35
Pentachlorophenol	XXX	XXX	XXX	Report	Report	XXX
Phenol	0.038	0.065	XXX	0.015	0.026	0.037
Acetone	0.273	0.546	XXX	0.11	0.218	0.273
a-Terpineol	0.040	0.082	XXX	0.016	0.033	0.04
Chlorobenzene	XXX	XXX	XXX	0.050	0.100	0.125
1-Propanol	1.376	2.752	XXX	0.550	1.100	1.35
Benzene	XXX	XXX	XXX	0.036	0.072	0.09
Benzoic Acid	0.177	0.300	XXX	0.071	0.120	0.15
2-Butanone	0.525	1.050	XXX	0.210	0.420	0.525
1,2,3-Trichloropropane	0.250	0.500	XXX	0.100	0.200	0.25
Di-n-Butyl Phthalate	XXX	XXX	XXX	0.830	1.660	2.08
Dibromomethane	0.025	0.050	XXX	0.010	0.020	0.025
p-Cresol	0.035	0.063	XXX	0.014	0.025	0.035
Phenolics, Total	0.675	1.351	XXX	0.270	0.540	0.68
Tetrahydrofuran	0.063	0.125	XXX	0.025	0.050	0.063
Trihalomethanes, Total	XXX	XXX	XXX	0.027	XXX	0.324
Xylenes, Total	XXX	XXX	XXX	0.010	0.020	0.025
Gross Alpha Radioactivity (pCi/L)	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum Monthly Average	Average Monthly	Daily Maximum	IMAX
Beryllium, Total	0.0125 Avg Qrtly	0.0250	XXX	0.005 Avg Qrtly	0.010	0.0125
Cobalt, Total	0.125 Avg Qrtly	0.250	XXX	0.050 Avg Qrtly	0.100	0.125
Manganese, Total	2.5 Avg Qrtly	5.0	XXX	1.0 Avg Qrtly	2.0	2.5
Tritium, Total (pCi/L)	XXX	XXX	XXX	XXX	Report	XXX
Benzidine	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Butyl Benzyl Phthalate	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Bromoform	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Chlordane	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
1,1,1-Trichloroethane	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
1,1-Dichloroethane	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
1,2-Dichloroethane	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Chloroform	XXX	XXX	XXX	0.010 Avg Qrtly	0.020	0.025
2-Chloronaphthalene	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Dieldrin	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Diethyl Phthalate	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
gamma-BHC (Lindane)	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Heptachlor	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Heptachlor Epoxide	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Isophorone	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Methyl Chloride	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Methylene Chloride	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
trans-1,2-Dichloroethylene	0.075 Avg Qrtly	0.150	XXX	0.030 Avg Qrtly	0.060	0.075
Tetrachloroethylene	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Toluene	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Toxaphene	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Trichloroethylene	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Toxicity, Acute -  Ceriodaphnia Survival (TUa)	XXX	XXX	XXX	XXX	10.2	XXX
Toxicity, Chronic -  Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic -  Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic -  Pimephales Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic -  Pimephales Growth (TUc)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum Monthly Average	Average Monthly	Daily Maximum	IMAX
PCBs Dry Weather Analysis (pg/L)	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	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (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
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	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	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (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
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 009 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	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (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
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	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:

 • Operations and Maintenance (O & M) Plan

 • TRC Minimization in effluent

 • WET requirements

 • Requirements applicable to stormwater outfalls

 • Landfill Leachate Discharge requirements

 • PCBs Pollutant Minimization Plan

 • Seasonal Fecal Coliform Monitoring

 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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III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.

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Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD150236	New	John Heathcote 613 St. Matthews Road Chester Springs, PA 19425	West Vincent Township Chester County	SERO
PAD640004	Renewal	Aqua PA 1 Aqua Way White Haven, PA 17872	Lake and Salem Townships Wayne County	NERO
PAD450146	New	HSC Marshalls Creek, LLC 805 Trine Street Daphne, AL 36528	Middle Smithfield Township Monroe County	NERO
PAD480162	Renewal	Annunciation Hellenic Orthodox Church 319 S. 20th Street Easton, PA 18042	Bethlehem Township Monroe County	NERO
PAD400049	New	Susquehanna Data LLC Dustin Wertheimer 600 Hamilton Street Suite 600 Allentown, PA 18101-2130	Salem Township Luzerne County	NERO
PAD360077	New	Exelon Generation Company, LLC 300 Exelon Way Kennett Square, PA 19348	Drumore Township Lancaster County	SCRO
PAD020046	New	35th Strouss Associates 560 Epsilon Drive Pittsburgh, PA 15238	North Versailles Township Allegheny County	SWRO
PAD020053	New	URA—Urban Redevelopment Authority 412 Blvd of the Allies Suite 901 Pittsburgh, PA 15219	City of Pittsburgh Allegheny County	SWRO
PAD110013	New	Pennsylvania Game Commission 2001 Elmerton Avenue Harrisburg, PA 17110	Washington Township Cambria County	SWRO
PAD260020	New	PA DCNR—Bureau of State Parks 400 Market Street Harrisburg, PA 17101	Stewart Township Fayette County	SWRO
PAD630061	New	TOA North Strabane, LP 1235 Westlakes Drive Suite 300 Berwyn, PA 19312	North Strabane Township Washington County	SWRO
PAD650032	New	Borough of Delmont 77 Greensburg Street Delmont, PA 15626	Salem Township & Delmont Borough Westmoreland County	SWRO
PAD330001A3	Major Amendment	Nine Star Capital LP 80 North Park Place Dubois, PA 15801	Pine Creek Township Jefferson County	NWRO

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