NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[51 Pa.B. 7057]
[Saturday, November 13, 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
0914821	Joint DEP/PFBC Pesticides Permit	Transfer	Levitt Bill 250 South 18th Street 10th Floor Philadelphia, PA 19103	Solebury Township Bucks County	SERO
0278405	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	New	Empire Realty Homes LLC 1 Oak Drive Buena Vista, PA 15018-9534	Elizabeth Township Allegheny County	SWRO
1194401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	West Branch Sewer Authority Cambria County 901 Maple Avenue Suite 2 Northern Cambria, PA 15714-1331	Susquehanna Township Cambria County	SWRO
2177403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Mount Holly Springs Borough Authority Cumberland County 200 Harmon Street Mount Holly Springs, PA 17065-1339	Mount Holly Springs Borough Cumberland County	SCRO
3604401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Marietta Donegal Joint Authority 111 East Market Street Marietta, PA 17547-1831	Marietta Borough Lancaster County	SCRO
5607403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Christian Youth Crusade 293 Rich Road Somerset, PA 15501-9668	Milford Township Somerset County	SWRO
NOEXSC139	No Exposure Certification	Renewal	TE Connectivity Corp 3155 State Route 72 Jonestown, PA 17038-8741	Union Township Lebanon County	SCRO
PAG046334	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	William L Cramer Jr & Pamela L Knox 4003 Ridge Road Aliquippa, PA 15001-5821	Independence Township Beaver County	SWRO
PAG123626	PAG-12 NPDES General Permit for CAFOs	Transfer	Hershey Farms, LLC 338 Sunny Burn Road Elizabethtown, PA 17022-9664	Mount Joy Township Lancaster County	SCRO
4621412	Pump Stations WQM Individual Permit	Amendment	Green Lane Borough & Marlborough Township Joint Authority Montgomery County P.O. Box 45 Green Lane, PA 18054-0045	Green Lane Borough Montgomery County	SERO
1583420	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Hansen Kyle 1834 W Strasburg Road Coatesville, PA 19320	Warwick Township Chester County	SERO
2521429	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Randy & Julie White 4200 Neyland Road Edinboro, PA 16412-1182	Washington Township Erie County	NWRO
4221404	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Peach Sheena 300 N Broadway Street Lebanon, OH 45036-1717	Eldred Township McKean County	NWRO
6721407	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Seibert Terry L 568 Ridge Road Lewisberry, PA 17339-9591	Fairview Township York County	SCRO
6321407	Small Flow Treatment Facility Individual WQM Permit	New	LIG 2 LLC 2094 S Main Street Washington, PA 15301	Amwell Township Washington County	SWRO
6521405	Small Flow Treatment Facility Individual WQM Permit	New	Yukos Properties LLC 1046 Boquet Road Jeannette, PA 15644-4707	Penn Township Westmoreland County	SWRO
WQG016134	WQG-01 WQM General Permit	Transfer	William L Cramer Jr & Pamela L Knox 4003 Ridge Road Aliquippa, PA 15001-5821	Independence Township Beaver County	SWRO

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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

 PA0026557, Sewage, SIC Code 4952, The Municipal Authority of the City of Sunbury, 462 S. 4th Street, Sunbury, PA 17801-3134. Facility Name: Sunbury Municipal Authority Wastewater Treatment Facility. This existing facility is located in Sunbury City, Northumberland 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), Shamokin Creek (WWF, MF), is located in State Water Plan watershed 6-B and is classified for Cold Water Fishes, 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 4.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	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	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.3	XXX	1.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	875	1,400	XXX	25	40	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,050	1,575	XXX	30	45	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
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
Nov 1 - Apr 30	Report	Report	XXX	Report	Report	XXX
May 1 - Oct 31	585	875	XXX	16	25	33
(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	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

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

 • Chesapeake Bay Nutrients Requirements

 • Combined Sewer Overflows

 • Schedule of Compliance

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater Outfalls

 • 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 not in effect.

 Northeast Regional Office

 PA0065412, Pesticides, SIC Code 0782, Lakeside Outing Club, Inc., 227 East Shore Drive, Susquehanna, PA 18847.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for a renewal of a discharge associated with the application of pesticides in New Milford Township, Susquehanna County.

 The receiving stream(s), Page Lake on Salt Lick Creek (HQ-CWF, MF), is (are) located in State Water Plan watershed(s) 4-E and is (are) classified for High Quality-Cold Water and Migratory Fish, aquatic life, water supply and recreation. Applicators are required to follow product labeling instructions of pesticides, which may include provisions to reduce application doses and notify public water suppliers in the event applications are conducted near public water supply intakes. The discharges associated with the pesticide applications are not expected to affect public water supplies.

 PA DEP has made a tentative determination to issue the NPDES permit subject to the terms and conditions of the permit. An anti-degradation analysis has been completed to document that pesticide application activities in High Quality (HQ) or Exceptional Value (EV) waters will be conducted in a manner that minimizes adverse environmental effects. The proposed permit contains conditions that require implementation of Pest Management Measures; Recordkeeping and Annual Reporting Requirements; Corrective Action Documentation and Reporting; a Pesticides Discharge Management Plan; Authorized Pesticides and Application Rates; Compliance with Label; and Chapter 91 Authorized Pesticide Use.

 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.

 PA0276413, Storm Water, SIC Code 4225, Amazon.com Services, LLC, P.O. Box 80842, Seattle, WA 98108-0842. Facility Name: Amazon.com Services LLC (AVP9). This proposed facility is located in Jessup Borough, Lackawanna County.

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

 The receiving stream(s), Unnamed Tributary to Grassy Island Creek (HQ-CWF, MF), is located in State Water Plan watershed 5-A 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 MGD (stormwater).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 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.

 PA0014681 A-1, Industrial, SIC Code 2047, Nestlé Purina PetCare Company, 2050 Pope Road, Allentown, PA 18104-9308. Facility Name: Nestlé Purina PetCare Plant. This existing facility is located in South Whitehall Township, Lehigh County.

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

 The receiving streams, an Unnamed Tributary to Jordan Creek (HQ-CWF/MF) and Jordan Creek (TSF/MF), are located in State Water Plan watershed 2-C and are classified for Migratory Fishes, High Quality—Cold Water, Migratory Fish, 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 0.53 MGD.

 (From Permit Amendment Effective Date to October 31, 2023)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Weekly Average	IMAX
Dissolved Oxygen	XXX	XXX	3.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	40.0	80.0	100.0
Total Nitrogen	Report	XXX	XXX	XXX	XXX	XXX
Nitrate as N	Report	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.53 MGD.

 (From November 1, 2023 to November 30, 2023)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Weekly Average	IMAX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)   Nov 1 - Apr 30	XXX	XXX	XXX	30.0	60.0	75.0
CBOD5 Minimum %  Removal (%)	XXX	XXX	XXX	85 Min Mo Avg	XXX	XXX
Total Suspended Solids
May 1 - Sep 30	42.3	Report	XXX	XXX	XXX	XXX
Total Nitrogen
Oct 1 - Apr 30	242.6	XXX	XXX	XXX	XXX	XXX
May 1 - Sep 30	80.86	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Oct 1 - Apr 30	18.18	Report	XXX	XXX	XXX	XXX
May 1 - Sep 30	6.06	Report	XXX	XXX	XXX	XXX
Nitrate as N  Oct 1 - Apr 30	202.14	XXX	XXX	XXX	XXX	XXX
May 1 - Sep 30	67.38	XXX	XXX	XXX	XXX	XXX
Total Phosphorus  Oct 1 - Apr 30	43.56	XXX	XXX	XXX	XXX	XXX
May 1 - Sep 30	21.78	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.53 MGD.

 (From Permit Amendment Effective Date to November 30, 2023)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.10	XXX	0.24
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
May 1 - Oct 31	XXX	XXX	XXX	20.0	40.0	50.0
Intake	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	25.0	50.0	62.5
Total Dissolved Solids	XXX	XXX	XXX	1,200	2,400	3,000
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	12.0	24.0	30.0
May 1 - Oct 31	XXX	XXX	XXX	4.0	8.0	10.0

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD (stormwater).

 (From Permit Amendment Effective Date to November 30, 2023)

	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
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	120.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD (stormwater).

 (From Permit Amendment Effective Date to November 30, 2023)

	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
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	120.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

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

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is in effect.

 PA0035335, Sewage, SIC Code 6515, Barton Court MHC, LLC, 1199 Lancaster Avenue, Berwyn, PA 19312-1341. Facility Name: Barton Court MHC LLC. This existing facility is located in Pocono Township, Monroe County.

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

 The receiving stream(s), Unnamed Tributary to Pocono Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-E 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 .0117 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	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	1.2	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (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
Oct 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	12.0	XXX	24.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .0117 MGD.—Limits.

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

 PA0060089, Sewage, SIC Code 4952, Middle Smithfield Township, Monroe County, 147 Municipal Drive, East Stroudsburg, PA 18302. Facility Name: Fernwood WWTP. This existing facility is located in Middle Smithfield Township, Monroe 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, Bush Kill (HQ-TSF/MF), is located in State Water Plan watershed 1-D and is classified for High Quality Waters—Trout Stocking 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 1 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	205	330	XXX	25.0	40.0	50.0
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	250	375	XXX	30.0	45.0	60.0
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	XXX	XXX	1.4
E. Coli (No./100 mL)	XXX	XXX	XXX	XXX	XXX	Report
Fecal Coliform (No./100 mL)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	75	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	25	XXX	XXX	3.0	XXX	6.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	0.023	0.037 Daily Max	0.059

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Dissolved Solids	XXX	XXX	XXX	1,000 Avg Qrtly	XXX	XXX
Antimony, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
2,4-Dinitrophenol	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
1,4-Dichlorobenzene	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
1,3-Dichloropropylene	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From Permit Effective Date to 4 Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Cyanide, Free	XXX	XXX	XXX	Report	XXX	XXX
Silver, Total	XXX	XXX	XXX	Report	XXX	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	XXX	XXX
2,4-Dinitrotoluene	XXX	XXX	XXX	Report	XXX	XXX
2,6-Dinitrotoluene	XXX	XXX	XXX	Report	XXX	XXX
3,3-Dichlorobenzidine	XXX	XXX	XXX	Report	XXX	XXX
1,2,4-Trichlorobenzene	XXX	XXX	XXX	Report	XXX	XXX
Butyl Benzyl Phthalate	XXX	XXX	XXX	Report	XXX	XXX
Hexachloroethane	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From 4 Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Cyanide, Free	XXX	XXX	XXX	0.023	0.036	0.059
Silver, Total	XXX	XXX	XXX	0.0095	0.0149	0.0239
Thallium, Total	XXX	XXX	XXX	0.0014	0.0022	0.0035
2,4-Dinitrotoluene	XXX	XXX	XXX	0.0014	0.0022	0.0036
2,6-Dinitrotoluene	XXX	XXX	XXX	0.0014	0.0022	0.0036
3,3-Dichlorobenzidine	XXX	XXX	XXX	0.0014	0.0022	0.0036
1,2,4-Trichlorobenzene	XXX	XXX	XXX	0.0004	0.0006	0.0010
Butyl Benzyl Phthalate	XXX	XXX	XXX	0.0005	0.0009	0.0014
Hexachloroethane	XXX	XXX	XXX	0.0029	0.0045	0.0073

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

 • Solids Management

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 • Whole Effluent Toxicity (WET)

 • WQBELs Below Quantitation Limits

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

 The EPA Waiver is not in effect.

 PA0061000, Sewage, SIC Code 4952, Village of Four Seasons Association, 199 Ralph Lomma Way, Union Dale, PA 18470-7521. Facility Name: Four Seasons Village. This existing facility is located in Herrick Township, Susquehanna 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), East Branch Tunkhannock Creek (HQ-CWF (existing use)), is located in State Water Plan watershed 4-F 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 .06 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	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.6	XXX	1.4
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	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E-Coli	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen
Oct 1 - Apr 30	XXX	XXX	XXX	8.7	XXX	17.4
May 1 - Sep 30	XXX	XXX	XXX	2.9	XXX	5.8

 The proposed effluent limits for Outfall 001 are based on a design flow of .06 MGD.—Limits.

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

 Southcentral Regional Office

 PA0037141, Industrial, SIC Code 0921, PA Fish & Boat Commission, 1735 Shiloh Road, State College, PA 16801-8495. Facility Name: Huntsdale Fish Hatchery. This existing facility is located in Penn Township, Cumberland County.

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

 The receiving stream(s), Unnamed Tributary to Yellow Breeches Creek (HQ-CWF, MF) and Yellow Breeches Creek (HQ-CWF), is located in State Water Plan watershed 7-E 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 10.5464 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Nitrate-Nitrite as N  Intake	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N  Effluent Net	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen  Effluent Net	XXX	XXX	XXX	XXX	20	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen  Intake	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen  Intake	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen  Effluent Net	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 10.5464 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Suspended Solids   (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 10.5464 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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.5 Daily Min	XXX	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen  Demand (BOD5)  Intake	Report	Report	XXX	Report	Report	XXX
Biochemical Oxygen  Demand (BOD5)  Effluent Net	246	528	XXX	3.0	6.0	XXX
Biochemical Oxygen  Demand (BOD5)	Report	Report	XXX	Report	Report	7.5
Total Suspended Solids  Effluent Net	307	615	XXX	3.5	7.0	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	8.7
Total Suspended Solids  Intake	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	123	246	XXX	1.4	2.8	3.5
Total Phosphorus	176	351	XXX	2.0	4.0	5

 The proposed effluent limits for Outfall 002 are based on a design flow of .72 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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0 Daily Min	XXX	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen  Demand (BOD5)  Effluent Net	18.0	36.0	XXX	3.0	6.0	XXX
Biochemical Oxygen  Demand (BOD5)  Intake	Report	Report	XXX	Report	Report	XXX
Biochemical Oxygen  Demand (BOD5)	Report	Report	XXX	Report	Report	7.5
Total Suspended Solids  Intake	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  Effluent Net	21	42.0	XXX	3.5	7.0	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	8.7
Total Suspended Solids  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	3.6	7.2	XXX	0.6	1.2	1.5
Total Phosphorus	12	24	XXX	2.0	4.0	5

 The proposed effluent limits for Outfall 002 are based on a design flow of .72 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Suspended Solids  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .72 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Nitrate-Nitrite as N  Intake	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N  Effluent Net	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen  Effluent Net	XXX	XXX	XXX	XXX	20	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen  Intake	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen  Intake	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen  Effluent Net	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .0003 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 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	20.0	XXX	40
Total Suspended Solids	XXX	XXX	XXX	20	XXX	40
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	XXX

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

 The EPA Waiver is not in effect.

 PA0024431, Sewage, SIC Code 4952, Dillsburg Area Authority, York County, 98 W Church Street, Dillsburg, PA 17019-1230. Facility Name: Dillsburg Borough STP. This existing facility is located in Carroll 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), Dogwood Run (CWF) and Dogwood Run (CWF, MF), is located in State Water Plan watershed 7-E and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.53 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	319	510	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	383	574	XXX	30.0	45.0	60
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
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
Nov 1 - Apr 30	96	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	32	XXX	XXX	2.5	XXX	5
(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	25	XXX	XXX	2.0	XXX	4
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.53 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Copper, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Cyanide, Free	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Zinc, Total	XXX	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 717-705-4732.

 The EPA Waiver is not in effect.

 PA0088421, Sewage, SIC Code 8811, Patrick J Gibson, 2887 Chaneysville Road, Clearville, PA 15535-8828. Facility Name: Gibson Res. This existing facility is located in Southampton Township, Bedford 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), Town Creek (HQ-CWF), is located in State Water Plan watershed 13-A 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 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
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Geo Mean	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0261823, Sewage, SIC Code 6514, Jones Barbara A & Jones Larry A, 97 Sloop Road, Shermans Dale, PA 17090. Facility Name: Jones Residence. This existing facility is located in Carroll Township, Perry 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 of Sherman Creek (WWF), is located in State Water Plan watershed 7-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

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

 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	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.

 PA0267562, Sewage, SIC Code 8811, Amanda & Michael Karwic, 1854 Hopewell Road, Elverson, PA 19520-8610. Facility Name: Karwic Residence. This proposed facility is located in Robeson Township, Berks County.

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

 The receiving stream(s), UNT to Pine Creek (EV, MF), is located in State Water Plan watershed and is classified for Exceptional Value Waters and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies. Disinfection will be achieved with UV equipment.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	XXX	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
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	8.6	XXX	17.2
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	5.0	XXX	10.0
Total Phosphorus	XXX	XXX	XXX	3.7	XXX	7.4

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

 • Pumping out of tanks periodically

 • Submitting Annual Maintenance Report and Discharge Monitoring Reports

 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.

 Southeast Regional Office

 PA0244333, Sewage, SIC Code 4952, East Brandywine Township Municipal Authority, 1214 Horseshoe Pike, Downingtown, PA 19335-1132. Facility Name: Applecross WWTP. This existing facility is located in East Brandywine Township, Chester County.

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

 The receiving stream, Beaver Creek (CWF, MF), is located in State Water Plan watershed 3-H 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 .137 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	11.5	17.3	XXX	10.0	15.0	20
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	11.5	17.3	XXX	10.0	15.0	20
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
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
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	11.5	XXX	XXX	10.0	XXX	20
Ammonia-Nitrogen	3.5	XXX	XXX	3.0	XXX	6
Total Phosphorus	2.3	XXX	XXX	2.0	XXX	4

 * Shall not exceed in more than 10% of samples.

 The proposed effluent limits for Outfall 001 are based on a design flow of .137 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Operator Notification

 E. Chlorine Optimization

 F. Fecal Coliform Reporting

 G. Solids Management

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0040274, Industrial, SIC Code 3316, ATI Flat Rolled Products Holdings, LLC, 100 River Road, Brackenridge, PA 15014-1537. Facility Name: ATI Flat Rolled Products Holdings LLC/Vandergrift. This existing facility is located in Vandergrift Borough, Westmoreland 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), Kiskiminetas River (WWF), is located in State Water Plan watershed 18-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 Discharges from Outfall 007 monitored at Internal Monitoring Points 107 and 207.

 The proposed effluent limits for Outfall 107 are based on a design flow of 0.40 MGD.—Interim 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 Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 107 are based on a design flow of 0.40 MGD.—Final 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 Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 207 are based on a design flow of 0.53 MGD.—Interim 1 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	7.5	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Total Suspended Solids	432	1,000	XXX	19.5	41.0	51.2
Oil and Grease	11.6	19.3	XXX	5.0	5.0	XXX
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	5.5	13.8	XXX	0.4	1.0	1.25
Cyanide, Total	Report	Report	XXX	0.12	0.29	0.36
Fluoride, Total	Report	Report	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	Report	Report	XXX	0.2	0.42	0.52
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total	4.14	12.4	XXX	0.3	0.9	1.13
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	0.61	1.46	1.82

 The proposed effluent limits for Outfall 207 are based on a design flow of 0.53 MGD.—Interim 2 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	7.5	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Total Suspended Solids	465	1,080	XXX	19.5	41.0	51.2
Oil and Grease	20.3	33.9	XXX	5.0	5.0	XXX
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	5.74	14.4	XXX	0.4	1.0	1.25
Cyanide, Total	Report	Report	XXX	0.12	0.29	0.36
Fluoride, Total	Report	Report	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	Report	Report	XXX	0.2	0.42	0.52
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total	4.32	12.9	XXX	0.3	0.9	1.13
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	0.61	1.46	1.82

 The proposed effluent limits for Outfall 207 are based on a design flow of 0.53 MGD.—Interim 3 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	7.5	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Total Suspended Solids	479	1,100	XXX	19.5	41.0	51.2
Oil and Grease	25.0	41.6	XXX	12.0	20.0	25.0
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	5.84	14.6	XXX	0.4	1.0	1.25
Cyanide, Total	Report	Report	XXX	0.12	0.29	0.36
Fluoride, Total	Report	Report	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	Report	Report	XXX	0.20	0.42	0.52
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total	4.39	13.1	XXX	0.3	0.9	1.13
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	0.61	1.46	1.82

 The proposed effluent limits for Outfall 207 are based on a design flow of 0.53 MGD.—Final 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	7.5	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Total Suspended Solids	479	1,100	XXX	19.5	41.0	51.2
Oil and Grease	25.0	41.6	XXX	12.0	20.0	25.0
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Chromium, Total	5.84	14.6	XXX	0.4	1.0	1.25
Cyanide, Total	Report	Report	XXX	0.12	0.29	0.36
Fluoride, Total	Report	Report	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Lead, Total	Report	Report	XXX	0.2	0.42	0.52
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	4.39	13.1	XXX	0.3	0.9	1.13
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	0.61	1.46	1.82

 The proposed effluent limits for Outfall 008:—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 009:—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 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.

 PA0024171, Sewage, SIC Code 4952, Cambria Township Sewer Authority, P.O. Box 247, Revloc, PA 15948-0247. Facility Name: Colver STP. This existing facility is located in Cambria Township, Cambria County.

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

 The receiving stream, Elk Creek (CWF), is located in State Water Plan watershed 18-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.275 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	57.0	85.0	XXX	25.0	38.0	50.0
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	65.0	100.0	XXX	30.0	45.0	60.0
Raw Sewage Influent	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
Ultraviolet light transmittance (%)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	9.0	XXX	XXX	4.0	XXX	8.0
May 1 - Oct 31	4.5	XXX	XXX	2.0	XXX	4.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	0.75 Annl Avg	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	1.5 Annl Avg	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	1.0 Annl Avg	2.0 Daily Max	XXX

 In addition, the permit contains the following major special conditions: requirements for hauled-in wastes and sewage sludge/biosolids management.

 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.

 PA0096369, Sewage, SIC Code 6515, UMH Properties, Inc., 3499 US Highway 9, Suite 3C, Freehold, NJ 07728-3277. Facility Name: Valley Hi MHP STP. This existing facility is located in East Huntingdon Township, Westmoreland County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.020	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	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
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	3.3	XXX	6.5
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0

 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	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	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 412-442-4000.

 The EPA Waiver is in effect.

 PA0256013, Sewage, SIC Code 8800, Richard DeBusk, 257 Shipe Run Road, Washington, PA 15301-7147. Facility Name: DeBusk Property SRSTP. This proposed facility is located in Amwell Township, Washington County.

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

 The receiving stream(s), Shipe Run (TSF), 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 .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 Daily Min	XXX	9.0 Daily Max	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

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

 • AMR submission requirement

 • Septic Tank pumping requirements

 • Optimization of chlorine dosage

 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.

 Northwest Regional Office

 PA0204498, Sewage, SIC Code 8211, Marion Center School District, 22820 Route 403 Highway N, P.O. Box 156, Marion Center, PA 15759-0156. Facility Name: Rayne Township Elementary School. This existing facility is located at 2535 US 119, Home, PA 15747, located in Rayne Township, Indiana County.

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

 The receiving stream(s), Drainage Swale to Unnamed Tributary 46832 of Crooked Creek (CWF), is located in State Water Plan watershed 17-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .00676 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 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	0.5 Avg Mo	XXX	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	15.0	XXX	30.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	3.5	XXX	7.0
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	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 814-332-6078.

 The EPA Waiver is in effect.

 PA0239569, Sewage, SIC Code 6552, Lezzer Martin, LP, P.O. Box 217, Curwensville, PA 16833-0217. Facility Name: Shannon Mills Estates. This existing facility is located in Connoquenessing Township, Butler 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 Little Connoquenessing Creek, is located in State Water Plan watershed 20-C 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 .019 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	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.036	XXX	0.11
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4
Iron, Total	XXX	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 814-332-6078.

 The EPA Waiver is not in effect.

 PA0289663, Sewage, SIC Code 8800, Carlyn Duran & Joseph Radachy, 3229 South Hill Road, McKean, PA 16426-2107. Facility Name: Carlyn Duran & Joseph Radachy SRSTP. This proposed facility is located in McKean 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 Elk 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 .0005 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.

 PA0290025, Sewage, SIC Code 4952, 8800, Jennifer Laboski, 9345 Station Road, Erie, PA 16510-5625. Facility Name: Jennifer Laboski SRSTP. This proposed facility is located in Greenfield Township, Erie County.

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

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

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

	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	20.0
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 814-332-6078.

 The EPA Waiver is in effect.

 PA0290033, Sewage, SIC Code 4952, 8811, Randy & Julie White, 4200 Neyland Road, Edinboro, PA 16412-1182. Facility Name: Randy White SRSTP. This proposed facility is located in Washington Township, Erie County.

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

 The receiving stream is an unnamed tributary of Conneauttee Creek, located in State Water Plan watershed and classified for Warm 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 .0005 MGD.

	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	20.0
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 814-332-6078.

 The EPA Waiver is in effect.

 PA0290050, Sewage, SIC Code 4952, 8800, Sheena Peach, 300 N Broadway Street, Lebanon, OH 45036-1717. Facility Name: Peach Properties SRSTP. This proposed facility is located in Eldred Township, McKean 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 Indian Creek, located in State Water Plan watershed and is 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	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	20.0
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 814-332-6078.

 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
PAD150228	New	DCNR—Bureau of Forestry P.O. Box 8552 Harrisburg, PA 17105-8552	Honey Brook and West Caln Townships Chester County	SERO
PAD150234	New	Worthington Partners II, Inc. Tom Kessler 1273 Butler Pike Blue Bell, PA 19422	Uwchlan Township Chester County	SERO
PAD510210	New	5000 Richmond Holding, LLC Aaron Malitzky 2 Park Avenue 14th Floor New York, NY, 10016	City of Philadelphia Philadelphia County	SERO
PAD450151	New	Swiftwater Solar LLC 310 4th St. NE Suite 300 Charlottesville, VA 22902	Pocono Township Monroe County	NERO
PAD400050	New	Slocum Township Volunteer Fire Company # 1 Sean O'Neil 1923 Slocum Road Wapwallopen, PA 18660-8886	Slocum Township Luzerne County	NERO
PAD670058	New	Scott Brady 250 Zion Church Road Red Lion, PA 17356	Windsor Township York County	SCRO
PAD300016	New	Center Township P.O. Box 435 Rogersville, PA 15359	Center Township Greene County	SWRO
PAD300017	New	Center Township P.O. Box 435 Rogersville, PA 15359	Center Township Greene County	SWRO

PUBLIC WATER SUPPLY PERMITS

 Under the Pennsylvania Safe Drinking Water Act (35 P.S. §§ 721.1—721.17), the following parties have applied for PWS permits to construct or substantially modify public water systems.

 Persons wishing to comment on permit applications are invited to submit statements to the office listed before the application within 30 days of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding an application. A comment 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. A public hearing may be held after consideration of comments received during the 30-day public comment period.

 Following the comment period, the Department will make a final determination regarding the proposed permit. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

 The permit application and related documents are on file at the office listed before the application and available for public review. Arrangements for inspection and copying information should be made with the office listed before the application.

 Persons with a disability that require an auxiliary aid, service or other accommodations to participate during the 30-day public comment period should contact the office listed before the application. TDD users may contact the Department through the Pennsylvania Hamilton Relay Service at (800) 654-5984.

SAFE DRINKING WATER

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Applications Received Under the Pennsylvania Safe Drinking Water Act (35 P.S. §§ 721.1—721.17).

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 Southeast Region: Safe Drinking Water Program, 2 East Main Street, Norristown, PA 19401, Telephone 484.250.5887.

 Contact: Kimberleigh Rivers, 424.250.5887.

 Permit No. 0921519, Public Water Supply.

Applicant	1440 Verma, Inc. 1440 Easton Road Riegelsville, PA 18077-7212
Township	Durham
County	Bucks
Responsible Official	Rhoda Verma 1440 Verma, Inc. 1440 Easton Road Riegelsville, PA 18077-7212
Type of Facility	PWS
Consulting Engineer	Ebert Engineering Inc. 4397 Skippack Pike P.O. Box 540 Skippack, PA 19474
Application Received Date	October 26, 2021
Description of Action	Install piping and chlorination equipment to provide 20 minutes of chlorine contact time to achieve 4-log inactivation.

 Northcentral Region: Safe Drinking Water Program, 208 West Third Street, Williamsport, PA 17701.

 Permit No. 1421510, Major Public Water Supply.

Applicant	College Township Water Authority 1481 East College Avenue State College, PA 16801
Township or Borough	College Township
County	Centre
Responsible Official	Adam Brumbaugh
Type of Facility	Public Water Supply
Consulting Engineer	Mr. Daniel J. Hopkins, P.E. Entech Engineering, Inc. 201 Penn Street P.O. Box 32 Reading, PA 19603
Application Received Date	October 20, 2021
Description of Action	Permitting of Well OH-20, Proposed Well OH-20 Treatment Facility with High Service Pumps, Booster Station at Brush Valley Road, 12" Transmission Main from OH-20 to Dale Street Tank.

 Permit No. 551503, Major Public Water Supply.

Applicant	Aqua Pennsylvania, Monroe 204 E. Sunbury Street Shamokin, PA 17872
Township or Borough	Monroe Township
County	Snyder
Responsible Official	Stephen E. Clark
Type of Facility	Public Water Supply
Consulting Engineer	Jordan Rand, P.E. KCI Technologies, Inc. 936 Ridgebrook Road Sparks, MD 21152
Application Received Date	October 6, 2021
Description of Action	The Colonial Acres water booster pumping station will be replaced and relocated across Colonial Drive to accommodate a new road by Penndot.

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