NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[51 Pa.B. 5697]
[Saturday, September 4, 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.

---

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

---

Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
0621803	Joint DEP/PFBC Pesticides Permit	New	Hoak Jason 160 S Grims Mill Road Boyertown, PA 19512-8549	Earl Township Berks County	SCRO
0915812	Joint DEP/PFBC Pesticides Permit	Renewal	Toll Robert 2890 N Sugan Road New Hope, PA 18938-9636	Solebury Township Bucks County	SERO
1521829	Joint DEP/PFBC Pesticides Permit	New	Silvester Peter 2230 Creek Road Glenmoore, PA 19343-1514	Wallace Township Chester County	SERO
1521830	Joint DEP/PFBC Pesticides Permit	New	Jan Ferdous 1250 Walnut Street Honey Brook, PA 19344-1087	Honey Brook Township Chester County	SERO
2121803	Joint DEP/PFBC Pesticides Permit	New	MacNamara Paul M 960 Enola Road Carlisle, PA 17013-8793	North Middleton Township Cumberland County	SCRO
2213821	Joint DEP/PFBC Pesticides Permit	Renewal	Harrisburg Country Club 401 Fishing Creek Valley Road Harrisburg, PA 17112-9222	Middle Paxton Township Dauphin County	SCRO
PA0206016	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Lightning Properties LLC 55 Timberline Drive Washington, PA 15301-8173	South Franklin Township Washington County	SWRO
NOEXNW047	No Exposure Certification	Renewal	Corry Forge Co. 40 N First Avenue Corry, PA 16407	Corry City Erie County	NWRO
PAR703519	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Altlium Pkg 15 Lightner Road York, PA 17404-1610	Manchester Township York County	SCRO
0921403	Sewage Land Application Individual WQM Permit	New	Solebury School 6832 Phillips Mill Road New Hope, PA 18938-9682	Solebury Township Bucks County	SERO
0221402	Sewage Treatment Facilities Individual WQM Permit	New	L E Development LLC 1 Pink House Lane Sewickley, PA 15143-9472	Sewickley Heights Borough Allegheny County	SWRO
1021406	Sewage Treatment Facilities Individual WQM Permit	Transfer	Dietrich Jacob 205 Saint Joe Road Butler, PA 16002-0051	Oakland Township Butler County	NWRO
2521424	Sewage Treatment Facilities Individual WQM Permit	New	Michael Amie 9458 Fry Road McKean, PA 16426-1546	McKean Township Erie County	NWRO
2521425	Sewage Treatment Facilities Individual WQM Permit	New	Ruggiero Brenda 5420 Frederick Drive Erie, PA 16510-4806	Harborcreek Township Erie County	NWRO
3721404	Sewage Treatment Facilities Individual WQM Permit	New	Castaldi Nicholas 117 James Circle New Castle, PA 16102-2711	North Beaver Township Lawrence County	NWRO
4321411	Sewage Treatment Facilities Individual WQM Permit	New	Juergens William 153 Cowden Road New Wilmington, PA 16142-1823	Wilmington Township Mercer County	NWRO
5621404	Sewage Treatment Facilities Individual WQM Permit	New	Indian Lake Borough Somerset County 7785 Lincoln Highway Central City, PA 15926-7500	Indian Lake Borough Somerset County	SWRO
PA0289191	Single Residence STP Individual NPDES Permit	Transfer	Dietrich Jacob 205 Saint Joe Road Butler, PA 16002-0051	Oakland Township Butler County	NWRO
WQG02542101	WQG-02 WQM General Permit	Transfer	Rausch Creek Logistics Center Owner LLC 9645 Clayton Road Suite 200 St Louis, MO 63124	Frailey Township Schuylkill County	NERO
4021402	Sewer Extensions and Pump Stations Individual WQM Permit	New	Can Do Inc. One South Church Street Hazleton, PA 18201	Hazle Township Luzerne County	NERO

---

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.

---

 Northcentral Regional Office

 PA0233129, Sewage, SIC Code 4952, Dwaine L & Shelby A Wilson, 1566 Smokey Corners Road, Williamsport, PA 17701-9670. Facility Name: Dwaine L & Shelby A Wilson. This proposed facility is located in Hepburn Township, Lycoming 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 Mill Creek (WWF, MF), is located in State Water Plan watershed 10-A and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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 570-327-3693.

 The EPA Waiver is in effect.

 PA0233153, Sewage, SIC Code 4952, Patricia L & Steven R McLoney, 220 Norwood Drive, Williamsport, PA 17701-9671. Facility Name: Patricia L & Steven R McLoney. This proposed facility is located in Hepburn Township, Lycoming 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 Mill Creek (WWF, MF), is located in State Water Plan watershed 10-A and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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 570-327-3693.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0061123, Sewage, SIC Code 4952, Moscow Sewer Authority Lackawanna County, P.O. Box 525, Moscow, PA 18444-0525. Facility Name: Moscow Sewer Authority STP. This existing facility is located in Moscow Borough, Lackawanna 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 Brook (HQ-CWF), is located in State Water Plan watershed 5-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 0.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	39.0	58.5	XXX	15.6	23.4	31.2
Biochemical Oxygen  Demand (BOD5)  Industrial Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	43.8	65.8	XXX	17.5	26.3	35
Total Suspended Solids  Industrial Influent	Report	Report	XXX	Report	Report	XXX
Fecal Coliform (CFU/100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	20.5	XXX	XXX	8.2	XXX	16.4
(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
(Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	11.3	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	3.7	XXX	XXX	1.5	XXX	3
(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	1.0	XXX	XXX	0.4	XXX	0.8
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Annl Avg	XXX	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	9,740 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
(Total Load, lbs) (lbs)  Effluent Net	XXX	1,217 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 570-826-5472.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0289566, Sewage, SIC Code 8800, John & Patricia Rickert, 2495 Jackson Avenue, Warren, PA 16365-4389. Facility Name: John & Patricia Rickert SRSTP. This proposed facility is located in Glade Township, Warren County.

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

 The receiving stream(s), Unnamed Tributary to Glade Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

 PA0289574, Sewage, SIC Code 4952, Michaela Harrison, 852B Patterson School Road, Grove City, PA 16127. Facility Name: Michaela Harrison SFTF. This proposed facility is located in Worth Township, Mercer 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 East Branch Wolf Creek (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

 PA0289736, Sewage, SIC Code 4952, 8800, Nicholas Castaldi, 117 James Circle, New Castle, PA 16102-2711. Facility Name: Nicholas Castaldi SRSTP. This proposed facility is located in North Beaver Township, Lawrence County.

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

 The receiving stream is an, unnamed tributary to Mahoning River, located in State Water Plan watershed 20-B and classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 PA0289825, Sewage, SIC Code 4952, 8800, Amie Michael, 9458 Fry Road, McKean, PA 16426-1546. Facility Name: Amie Michael 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 is an unnamed tributary of Elk Creek, located in State Water Plan watershed 15-A and 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 .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.

 Southcentral Regional Office

 PA0010251, Industrial, SIC Code 9199, US Army Carlisle Barracks, United States Army Carlisle Barracks, Carlisle, PA 17013-5020. Facility Name: Carlisle Barracks Headquarters. This existing facility is located in North Middleton 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 Letort Spring Run (CWF, MF), is located in State Water Plan watershed 7-B 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 .036 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Total Dissolved Solids  Intake	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	2,000	3,000

 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.

 PA0083364, Industrial, SIC Code 4941, Borough of Chambersburg, 100 S 2nd Street, Chambersburg, PA 17201-2515. Facility Name: Chambersburg Borough Water System. This existing facility is located in Greene Township, Franklin 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), Conococheague Creek (CWF), is located in State Water Plan watershed 13-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .171 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Aluminum, Total	XXX	XXX	XXX	0.9	1.8	2.25
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5

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

 The EPA Waiver is in effect.

 PA0038415, Sewage, SIC Code 4952, East Pennsboro Township, 98 S Enola Drive, Enola, PA 17025-2704. Facility Name: East Pennsboro Township WWTP. This existing facility is located in East Pennsboro Township, Cumberland County.

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

 The receiving stream(s), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 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)	917	1,467	XXX	25	40	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,100	1,651	XXX	30	45	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
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	770	XXX	XXX	21	XXX	XXX
May 1 - Oct 31	293	XXX	XXX	8.0	XXX	16
(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	61	XXX	XXX	2.0	XXX	4
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Copper, Total	1.48	2.31 Daily Max	XXX	0.04	0.06 Daily Max	0.1
Zinc, Total	12.0	18.6 Daily Max	XXX	0.32	0.50 Daily Max	0.81

 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	72,206 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)  Effluent Net	XXX	9,589 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report 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 not in effect.

 PA0267546, Sewage, SIC Code 8800, Bruce & Nancy Werner, 171 Clemson Drive, Carlisle, PA 17013-8891. Facility Name: Werner SRSTP. This proposed facility is located in Middlesex Township, Cumberland 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 Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0008 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

 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 (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	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

 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

 PA0056944, Storm Water, SIC Code 4613, Sunoco Pipeline LP, 100 Green Street, Marcus Hook, PA 19061. Facility Name: Sunoco Twin Oaks PS. This existing facility is located in Upper Chichester Township, Delaware 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, Unnamed Tributary to Marcus Hook Creek (WWF), is located in State Water Plan watershed 3-G 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 an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	XXX	30.0

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

 A. Stormwater Outfalls

 B. BMPs

 C. Routine Inspections

 D. PPC Plan

 E. Stormwater Monitoring

 F. Other Requirements

 (i) Acquire Necessary Property Rights

 (ii) Proper Sludge Disposal

 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.

 PA0026786, Sewage, SIC Code 4952, Pottstown Borough Authority Montgomery County, 100 East High Street, Pottstown, PA 19464. Facility Name: Pottstown Borough Sewer System & STP. This existing facility is located in Pottstown Borough, Montgomery County.

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

 The receiving stream, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-D 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 12.85 MGD.—Interim 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	5.0 Inst Min	Report	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	2,679	4,287	XXX	25	40	50
May 1 - Oct 31	2,143	3,215	XXX	20	30	40
Total Suspended Solids	3,215	4,823	XXX	30	45	60
Total Dissolved Solids	200,290	240,000 Daily Max	XXX	Report	3,000.0 Daily Max	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	1,714	XXX	XXX	16.0	XXX	32
May 1 - Oct 31	857	XXX	XXX	8.0	XXX	16
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	0.040	XXX	0.074
Cyanide, Free	XXX	XXX	XXX	0.0249	XXX	0.0389
Selenium, Total	XXX	XXX	XXX	0.0315	XXX	0.049
Sulfate, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Zinc, Total	XXX	XXX	XXX	0.325	XXX	0.507
Chloride	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Bromide	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Chlorodibromomethane	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Final 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	5.0 Inst Min	Report	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	2,679	4,287	XXX	25	40	50
May 1 - Oct 31	2,143	3,215	XXX	20	30	40
Total Suspended Solids	3,215	4,823	XXX	30	45	60
Total Dissolved Solids	200,290	240,000 Daily Max	XXX	Report	3,000.0 Daily Max	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	1,714	XXX	XXX	16.0	XXX	32
May 1 - Oct 31	857	XXX	XXX	8.0	XXX	16
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	0.040	XXX	0.074
Cyanide, Free	XXX	XXX	XXX	0.0249	XXX	0.0389
Selenium, Total	XXX	XXX	XXX	0.0315	XXX	0.049
Sulfate, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Zinc, Total	XXX	XXX	XXX	0.325	XXX	0.507
Chloride	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Bromide	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Chlorodibromomethane	XXX	XXX	XXX	0.0231	XXX	0.036

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Daily Maximum	IMAX
PCBs Dry Weather Analysis (pg/L)	XXX	XXX	XXX	Report	XXX	XXX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	Report	XXX	XXX
Toxicity, Chronic -  Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	Report	XXX	XXX
Toxicity, Chronic -  Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	Report	XXX	XXX
Toxicity, Chronic -  Pimephales Survival (TUc)	XXX	XXX	XXX	Report	XXX	XXX
Toxicity, Chronic -  Pimephales Growth (TUc)	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Daily Maximum	IMAX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report Avg Mo	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report Avg Mo	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 12.85 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Daily Maximum	IMAX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Arsenic, Total	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Boron, Total	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report Avg Qrtly	Report	XXX
Tritium, Total (pCi/L)	XXX	XXX	XXX	Report	XXX	XXX
Bromoform	XXX	XXX	XXX	Report Avg Qrtly	XXX	Report

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD (stormwater).—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
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX

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

 • Chlorine Minimization

 • Responsible Operator

 • O&M Plan

 • Schedule of Compliance

 • Pretreatment Program Implementation

 • Whole Effluent Toxicity

 • Stormwater Requirements

 • PCB PMP and 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 not in effect.

 PA0058785, Sewage, SIC Code 6514, Gregory A & Marian B Gans, 196 Springton Road, Glenmoore, PA 19343-1162. Facility Name: Gans SRSTP. This existing facility is located in West Brandywine Township, Chester County.

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

 The receiving stream, Unnamed Tributary to Culbertson Run (HQ-TSF, MF), is located in State Water Plan watershed 3-H and is classified for High Quality Waters—Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Dissolved Oxygen	XXX	XXX	3.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40.0
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0

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

 A. AMR Submission

 B. DMR Submission

 C. Septage and Scum Measurement

 D. Septic Tank Pumping

 E. No Stormwater Condition

 F. Acquire Necessary Property Rights

 G. Small Stream Discharge

 H. Proper Sludge Disposal

 I. Phase Out When Municipal Sewers Available

 J. Chlorine Disinfection as Backup

 K. UV Cleaning

 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.

 PA0244180, Sewage, SIC Code 4952, Jennifer & Dirk Quan Holden, 2559 Wayland Road, Berwyn, PA 19312-2146. Facility Name: Holden SRSTP. This existing facility is located in Easttown Township, Chester 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, Unnamed Tributary to Crum Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-G 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 .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
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	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
Ammonia-Nitrogen	XXX	XXX	XXX	3.0	XXX	6

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

 L. AMR Submission

 M. DMR Submission

 N. Septage and Scum Measurement

 O. Septic Tank Pumping

 P. Chlorine Disinfection as Backup

 Q. No Stormwater Condition

 R. Acquire Necessary Property Rights

 S. Small Stream Discharge

 T. Proper Sludge Disposal

 U. Phase Out When Municipal Sewers Available

 V. UV Cleaning

 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.

 PA0245305, Sewage, SIC Code 4952, Stephen J Eldgredge & Melissa Novak Eldgredge, 2261 S Valley Road, Berwyn, PA 19312. Facility Name: 2261 S Valley Rd Repair STP. This proposed facility is located in Easttown Township, Chester 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 Crum Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-G 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 .0005 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
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	5.0	XXX	10

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

 • Sludge use and disposal description and location(s): Septic tanks cleaned out by pump and hauler.

 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.

 Southwest Regional Office

 PA0005037, Industrial, SIC Code 4911, NRG Homer City Services LLC, 1750 Power Plant Road, Homer City, PA 15748. Facility Name: Homer City Generating Station. This existing facility is located in Center Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial waste and storm water. This is a revision to draft limits published on January 30, 2021.

 The receiving streams, Unnamed Tributary to Two Lick Creek (CWF), Unnamed Tributary of Blacklick Creek (CWF), Blacklick Creek (TSF), Two Lick Creek (TSF), Unnamed Tributary of Two Lick Creek (CWF), Unnamed Tributary to Blacklick Creek (CWF), Cherry Run (CWF), and Unnamed Tributary to Muddy Run (CWF), are located in State Water Plan watershed 18-D and are classified for Cold Water Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.62 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Semi-Annual Average	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 Avg Mo	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0 Avg Mo	20.0	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	2.0 Avg Mo	4.0	XXX
Manganese, Total	XXX	XXX	XXX	2.0 Avg Mo	4.0	XXX
Mercury, Total (mg/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.32 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Total Monthly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)
Aug 1 - Jun 30	Report	4.32 Daily Max	XXX	XXX	XXX	XXX
Jul 1 - 31	Report	2.736 Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)
Aug 1 - Jun 30	XXX	XXX	XXX	XXX	110	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	85.9	XXX
Total Suspended Solids	XXX	XXX	XXX	15.0	50.0	XXX
Oil and Grease	XXX	XXX	XXX	7.5	10.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Total Aluminum  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Total Iron  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Total Manganese  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
Free Available Chlorine	XXX	XXX	XXX	0.2 Annl Avg	0.5	XXX
Total Aluminum  (Total Load, lbs)	XXX	9,869 Total Annual	XXX	XXX	XXX	XXX
Chromium, Total	XXX	XXX	XXX	0.2 Annl Avg	0.2	XXX
Total Iron  (Total Load, lbs)	XXX	19,739 Total Annual	XXX	XXX	XXX	XXX
Total Manganese  (Total Load, lbs)	XXX	13,159 Total Annual	XXX	XXX	XXX	XXX
Zinc, Total	XXX	XXX	XXX	1.0 Annl Avg	1.0	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.32 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Total Monthly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)
Aug 1 - Jun 30	Report	4.32 Daily Max	XXX	XXX	XXX	XXX
Jul 1 - 31	Report	2.736 Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)
Aug 1 - Jun 30	XXX	XXX	XXX	XXX	110	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	85.9	XXX
Total Suspended Solids	XXX	XXX	XXX	15.0	50.0	XXX
Oil and Grease	XXX	XXX	XXX	7.5	10.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Total Aluminum  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Total Iron  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Total Manganese  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
Thallium, Total	XXX	XXX	XXX	0.0021	0.0033	0.0053
Free Available Chlorine	XXX	XXX	XXX	0.2 Annl Avg	0.5	XXX
Total Aluminum  (Total Load, lbs)	XXX	9,869 Total Annual	XXX	XXX	XXX	XXX
Chromium, Total	XXX	XXX	XXX	0.2 Annl Avg	0.2	XXX
Total Iron  (Total Load, lbs)	XXX	19,739 Total Annual	XXX	XXX	XXX	XXX
Total Manganese  (Total Load, lbs)	XXX	13,159 Total Annual	XXX	XXX	XXX	XXX
Zinc, Total	XXX	XXX	XXX	1.0 Annl Avg	1.0	XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Total Monthly	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
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	50.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	30
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
(Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Beryllium, Total	XXX	XXX	XXX	0.8	1.6	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Total Iron  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
(Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Lead, Total	XXX	XXX	XXX	0.1	0.2	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Total Manganese  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
(Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Mercury, Total (mg/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	0.8	1.6	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
MBAS	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Total Monthly	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
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	50.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	149.0	306.0	XXX
Osmotic Pressure  (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	30
Nitrate-Nitrite as N	XXX	XXX	XXX	1.2	2.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Total Aluminum  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
(Total Load, lbs)	XXX	4,045 Total Annual	XXX	XXX	XXX	XXX
Arsenic, Total	XXX	XXX	XXX	Report	0.005	XXX
Beryllium, Total	XXX	XXX	XXX	0.8	1.6	XXX
Boron, Total	XXX	XXX	XXX	217.0	339.0	542.5
Cyanide, Free	XXX	XXX	XXX	0.59	0.92	1.48
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Total Iron  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
(Total Load, lbs)	XXX	8,091 Total Annual	XXX	XXX	XXX	XXX
Lead, Total	XXX	XXX	XXX	0.1	0.2	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Total Manganese  (Total Load, lbs)	XXX	Report	XXX	XXX	XXX	XXX
(Total Load, lbs)	XXX	5,395 Total Annual	XXX	XXX	XXX	XXX
Mercury, Total (mg/L)	XXX	XXX	XXX	10.0	23.0	XXX
Selenium, Total	XXX	XXX	XXX	Report	0.010	XXX
Bromide	XXX	XXX	XXX	Report	0.2	XXX
MBAS	XXX	XXX	XXX	Report	Report	XXX

 Outfall 029 is eliminated following the re-routing of its discharges to Outfall 013. The effluent limits and monitoring requirements for Internal Monitoring Points 201, 106, 406, 213, 613, and 813 and Outfalls 002, 006, 013, 017—019, 021—023, 025, 030, and 032 remain the same as those in the January 30, 2021 notice.

 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.

 PA0023434 A-1, Sewage, SIC Code 2211, PA American Water Co., 425 Waterworks Road, Clarion, PA 16214-2343. Facility Name: Koppel Borough. This existing facility is located in Koppel Borough, Beaver County.

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

 The receiving stream(s), Beaver River (WWF), is located in State Water Plan watershed 20-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 0.24 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.24 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily 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	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	50.1	75.1	XXX	25	37.5	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	60.1	90.1	XXX	30	45	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX

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

 • Restriction in accepting wastewater from oil and gas extraction

 • Optimization of chlorine dosages

 • Compliance with Ch. 94 requirements

 • UV reporting requirements

 • Solids management for non-lagoon system.

 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.

 PA0031291, Sewage, SIC Code 7032, YMCA of Greater Pittsburgh, 254 Deer Valley Drive, Fort Hill, PA 15540-2131. Facility Name: Deer Valley YMCA Camp. This existing facility is located in Elk Lick Township, Somerset 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), Cove Run (CWF), is located in State Water Plan watershed 19-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 .015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.015	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	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)
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	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	5.5	XXX	11.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	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.

 Northeast Regional Office

 PA0009911, Industrial, SIC Code 2015, Papettis Hygrade Egg Products Inc., 68 Spain Road, Klingerstown, PA 17941-9656. Facility Name: Michael Foods Egg Products. This existing facility is located in Upper Mahantango Township, Schuylkill 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), Mahantango Creek (WWF) and Pine Creek (CWF, MF), is located in State Water Plan watershed 6-C 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 .295 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Max	Instant. Max
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	1.0	XXX	2.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	Report	Report	XXX	25.0	50.0	62
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	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
(Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Oct 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Sep 30	37	74	XXX	15.0	30.0	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	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
(Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	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 Monthly	Daily Max	Instant. Max
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	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

 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 Max	Instant. Max
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	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Max	Instant. Max
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	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

 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	Daily Max	Instant. Max
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	8,104 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)  Effluent Net	XXX	532 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report 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.

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

 • Chemical Additives

 • Stormwater BMPs

 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.

---

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

---

Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD150223	New	Beyond Meat, Inc. Eric Strunk 312 Devault Lane Devault, PA 19432	Charlestown Township Chester County	SERO
PAD150224	New	Pleasant View Industries, LLC 102 Reservoir Road Honey Brook, PA 19344	Honey Brook Township Chester County	SERO
PAD460067 A-1	Amendment	Corson Street Acquisition, LP 3843 West Chester Pike Newtown Square, PA 19073-2304	Conshohocken Borough Plymouth Township Montgomery County	SERO
PAD150232	New	Gary Fraze 818 N. Country Club Drive Newark, DE 19711	Franklin Township New London Township Chester County	SERO
PAD230057	New	Delaware County Regional Water Quality Control Authority (DELCORA) 100 East Fifth Street P.O. Box 999 Chester, PA 19016-0999	City of Chester Delaware County	SERO
PAD390207	New	KVH, LLC 985 N. 38th St. Allentown, PA 18104	City of Bethlehem Lehigh County	NERO
PAD480161	New	HH Bath View Commercial Robert J. Huratiak 416 O.W. Road Bangor, PA 18013-9380	Bath Borough Northampton County	NERO
PAD480158	Renewal	Graham & Shelby Simmons 4563 Oakwood Lane Nazareth, PA 18064	Plainfield Township Northampton County	NERO
PAD540025	New	Donald Smith Brewster Land Company 70 Eighteenth Drive Franklin, MA 02038	Kline Township Schuylkill County	NERO
PAD130034	New	Richard Henry & Sons LLC 120 Upper View Terrace Anderson, SC 29625	Kidder Township Carbon County	NERO
PAD020036-01	Major Amendment	PA Turnpike Commission 700 S Eisenhower Blvd Middletown, PA 17057	Jefferson Hills Borough West Mifflin Borough City of Clairton Allegheny County	Regional Permit Coordination Office (RPCO) Rachel Carson State Office Building 400 Market Street Harrisburg, PA 17101 Email: RA-EPREGIONAL PERMIT@pa.gov

[Continued on next Web Page]

---

No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.

---