NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[52 Pa.B. 245]
[Saturday, January 8, 2022]

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
0117806	Joint DEP/PFBC Pesticides Permit	Renewal	Hoffman Homes, Inc. 815 Orphanage Road Littlestown, PA 17340-9329	Mount Joy Township Adams County	SCRO
0614801	Joint DEP/PFBC Pesticides Permit	Renewal	High Point Camp P.O. Box 188 Geigertown, PA 19523-0188	Robeson Township Berks County	SCRO
0814801	Joint DEP/PFBC Pesticides Permit	New	Calumet Enterprises 2205 Old Philadelphia Pike Lancaster, PA 17602-3400	Overton Township Bradford County	NCRO
0821802	Joint DEP/PFBC Pesticides Permit	New	Johnson Kevin A 333 Harrison Road Rome, PA 18837-8111	Stevens Township Bradford County	NCRO
2121805	Joint DEP/PFBC Pesticides Permit	New	Doubling Gap Center, Inc. 1550 Doubling Gap Road Newville, PA 17241-9758	Lower Mifflin Township Cumberland County	SCRO
2217802	Joint DEP/PFBC Pesticides Permit	Renewal	Bouslough Craig 1281 Waltonville Road Hummelstown, PA 17036-8910	Derry Township Dauphin County	SCRO
2217803	Joint DEP/PFBC Pesticides Permit	Renewal	Jones Emelyn 27 Shetland Drive Hummelstown, PA 17036-9238	West Hanover Township Dauphin County	SCRO
2817802	Joint DEP/PFBC Pesticides Permit	Renewal	Fisher Jay 13278 Cumberland Highway Orrstown, PA 17244-9627	Letterkenny Township Franklin County	SCRO
3817802	Joint DEP/PFBC Pesticides Permit	Renewal	Boyer Joe 409 Awol Road Jonestown, PA 17038	Union Township Lebanon County	SCRO
2112404	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Lemoyne Borough Municipal Authority Cumberland County 3 Lowther Street Lemoyne, PA 17043-2029	Lemoyne Borough Cumberland County	SCRO
3521403	Major Sewage Treatment Facility Individual WQM Permit	New	PA American Water Co. 2699 Stafford Avenue Scranton, PA 18505-3608	Scranton City Lackawanna County	NERO
PA0032026	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Family Affair Campground, LLC 1135 Tamarack Road Waterford, PA 16441	North East Township Erie County	NWRO
PA0216666	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Amendment Minor	Iron Cumberland, LLC P.O. Box 1020 855 Kirby Road Waynesburg, PA 15370-3020	Whiteley Township Greene County	SWRO
3016200	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Transfer	Iron Cumberland, LLC P.O. Box 1020 855 Kirby Road Waynesburg, PA 15370-3020	Monongahela Township Greene County	SWRO
2110401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Silver Spring Country Estates 9450 SW Gemini Drive # 65221 Beaverton, OR 97008-7105	Silver Spring Township Cumberland County	SCRO
2595408	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Family Affair Campground, LLC 1135 Tamarack Road Waterford, PA 16441	North East Township Erie County	NWRO
3075402	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Iron Cumberland, LLC P.O. Box 1020 855 Kirby Road Waynesburg, PA 15370-3020	Whiteley Township Greene County	SWRO
6613401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Scranton Hospital Co., LLC 746 Jefferson Avenue Scranton, PA 18510-1624	Tunkhannock Township Wyoming County	NERO
NOEXNW218	No Exposure Certification	New	Old Dominion Freight Line, Inc. 500 Old Dominion Way Thomasville, NC 27360-8923	Erie City Erie County	NWRO
NOEXSC295	No Exposure Certification	Renewal	Johnson & Johnson Consumer, Inc. 1838 Colonial Village Lane Lancaster, PA 17601-6700	East Lampeter Township Lancaster County	SCRO
NOEXSC365	No Exposure Certification	Transfer	GXO Logistics Supply Chain, Inc. 6111 Grayson Road Harrisburg, PA 17111-3385	Swatara Township Dauphin County	SCRO
NOEXSW006	No Exposure Certification	Renewal	USPS Warrendale 300 Brush Creek Road Warrendale, PA 15086-1002	Marshall Township Allegheny County	SWRO
PAG033540	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Knouse Foods Cooperative, Inc. P.O. Box 807 Biglerville, PA 17307-0807	Tyrone Township Adams County	SCRO
PAR606195	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	AMG Resources Corp 2 Robinson Plaza Pittsburgh, PA 15205-1017	Donegal Township Washington County	SWRO
PAG049593	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Amy & Neal Chase 751 Saxonburg Road Butler, PA 16002-0961	Jefferson Township Butler County	NWRO
0921409	Pump Stations Individual WQM Permit	New	Bucks County Water & Sewer Authority 1275 Almshouse Road Warrington, PA 18976-1209	Doylestown Township Bucks County	SERO
6703403	Sewer Extensions Individual WQM Permit	Transfer	The York Water Co. 2412 Baltimore Pike Hanover, PA 17331-9612	West Manheim Township York County	SCRO
6703406	Sewer Extensions Individual WQM Permit	Transfer	The York Water Co. 2412 Baltimore Pike Hanover, PA 17331-9612	West Manheim Township York County	SCRO
6708406	Sewer Extensions Individual WQM Permit	Transfer	The York Water Co. 2412 Baltimore Pike Hanover, PA 17331-9612	West Manheim Township York County	SCRO
6798407	Sewer Extensions Individual WQM Permit	Transfer	The York Water Co. 2412 Baltimore Pike Hanover, PA 17331-9612	West Manheim Township York County	SCRO
6798409	Sewer Extensions Individual WQM Permit	Transfer	The York Water Co. 2412 Baltimore Pike Hanover, PA 17331-9612	West Manheim Township York County	SCRO
PA0062901	Single Residence STP Individual NPDES Permit	Transfer	Felts Derek 7280 Borman Road New Tripoli, PA 18066-4316	Lynn Township Lehigh County	NERO
PA0281760	Single Residence STP Individual NPDES Permit	Transfer	Fuller Patricia Ann 175 Hakes Hollow Road Wrightsville, PA 17368-8907	Lower Windsor Township York County	SCRO
0218400	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Paul And Kaylee Haggerty 108 Almond Way Sewickley, PA 15143	Bell Acres Borough Allegheny County	SWRO
2516411	Single Residence Sewage Treatment Plant Individual WQM Permit	Amendment	John & Paula Patton 4261 Harborgreene Road Erie, PA 16510	Greene Township Erie County	NWRO
2521433	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Blasco Garrett 10721 Old Rte 99 McKean, PA 16426	Washington Township Erie County	NWRO
2521436	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Andrew & Heather Zuber 544 Rankine Avenue Erie, PA 16511-2047	Franklin Township Erie County	NWRO
6521406	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Hart Brian 3104 Lillian Avenue Murrysville, PA 15668-1905	Murrysville Borough Westmoreland County	SWRO
6719406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Fuller Patricia Ann 175 Hakes Hollow Road Wrightsville, PA 17368-8907	Lower Windsor Township York County	SCRO
3994403	Small Flow Treatment Facility Individual WQM Permit	Transfer	Felts Derek 7280 Borman Road New Tripoli, PA 18066-4316	Lynn Township Lehigh County	NERO
WQG018761	WQG-01 WQM General Permit	Transfer	Amy & Neal Chase 751 Saxonburg Road Butler, PA 16002-0961	Jefferson Township Butler County	NWRO
0621203	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	New	M & G Realty, Inc. 2100 N. George St. York, PA 17404	Maxatawny Township Berks County	SCRO

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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

 PA0209368, Sewage, SIC Code 4952, Benton Foundry, Inc., 5297 State Route 487, Benton, PA 17814-7641. Facility Name: Benton Foundry. This existing facility is located in Sugarloaf Township, Columbia County.

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

 The receiving stream(s), Coles Creek (CWF, MF), Unnamed Tributary to Coles Creek (CWF, MF), and Coles Creek (CWF), is located in State Water Plan watershed 5-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .01 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (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
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Mo	XXX	XXX

 The proposed effluent limits for Outfall 002 and Outfall 003 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total  Other Stormwater	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Copper, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total  Other Stormwater	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 570-327-3693.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276472, Storm Water, SIC Code 3629, Myers Emergency Power Systems, 44 South Commerce Way, Bethlehem, PA 18017-8915. Facility Name: Myers Emergency Power Systems. This proposed facility is located in Hanover Township, Northampton 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 Monocacy Creek (HQ-CWF, MF), is located in State Water Plan watershed 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.

 PA0026476, Sewage, SIC Code 4952, Coaldale-Lansford-Summit Hill Sewer Authority, 124 West Ridge Street, Lansford, PA 18232-1310. Facility Name: Coaldale Lansford Summit Hill Sewer Authority. This existing facility is located in Coaldale Borough, Schuylkill 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), Panther Creek (CWF), Nesquehoning Creek (CWF, MF), and Unnamed Tributary to Panther Creek (CWF, MF), is located in State Water Plan watershed 3-A and 2-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 1.65 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	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	340	550	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	410	620	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	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	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	XXX	2000
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.65 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Ammonia-Nitrogen	XXX	XXX	XXX	20.0	30.0 Wkly Avg	40

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.65 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.11	XXX	0.25
Ammonia-Nitrogen
Oct 1 - May 31	XXX	XXX	XXX	9.18	18.36 Wkly Avg	27.54
Jun 1 - Sep 30	XXX	XXX	XXX	3.06	4.6 Wkly Avg	6.12

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

 • Combined Sewer Overflows

 • Solids Management

 • Whole Effluent Toxicity (WET) Testing

 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.

 PA0035009, Sewage, SIC Code 4952, 8211, Lake Lehman School District, P.O. Box 38, 1237 Market Street, Lehman, PA 18627-0038. Facility Name: Lake Lehman High School. This existing facility is located in Lehman Township, Luzerne County.

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

 The receiving stream(s), Unnamed Tributary to East Fork Harveys Creek (CWF, MF), is located in State Water Plan watershed 5-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 0.018 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
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 (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	7.5	XXX	15.0
May 1 - Oct 31	XXX	XXX	XXX	2.5	XXX	5.0
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Solids Management

 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

 PA0103250, Industrial, SIC Code 3321, Urick Foundry Company, Inc., 1501 Cherry Street, Erie, PA 16502-1732. Facility Name: Urick Foundry. This existing facility is located in Erie City, Erie 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, an Unnamed Tributary to the Presque Isle Bay (WWF), is located in State Water Plan watershed 15-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 0.0 MGD.—Limits.

	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
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 101 are based on a design flow of 0.0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 102 are based on a design flow of 0.0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 103 are based on a design flow of 0.0 MGD.—Limits.

	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
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 002 are based on a design flow of 0.0 MGD.—Limits.

	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
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 201 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
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 202 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
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 003 are based on a design flow of 0.0 MGD.—Limits.

	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
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 004 are based on a design flow of 0.0 MGD.—Limits.

	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
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 005 are based on a design flow of 0.0 MGD.—Limits.

	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
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 006 are based on a design flow of 0.0 MGD.—Limits.

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

 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 814-332-6078.

 The EPA Waiver is in effect.

 PA0021792, Sewage, SIC Code 4952, Edinboro Borough Municipal Authority, Erie County, 124 Meadville Street, Edinboro, PA 16412-2502. Facility Name: Edinboro Borough Municipal Authority STP. This existing facility is located in Edinboro Borough, Erie 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), Conneauttee Creek (TSF), Darrows Creek (WWF), and Unnamed Tributary to Conneauttee Creek (WWF), is located in State Water Plan watershed 16-A and is classified for Warm Water Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.8 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.24	XXX	0.8

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.8 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.090	XXX	0.29

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.8 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Wkly Avg	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	4	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	150	225 Wkly Avg	XXX	10.0	15.0	20
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	450	676 Wkly Avg	XXX	30	45	60
Fecal Coliform (CFU/100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
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	90	XXX	XXX	6	XXX	12
May 1 - Oct 31	30	XXX	XXX	2	XXX	4
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Cadmium, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Copper, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Iron, Dissolved	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report	XXX	Report	Report Daily Max	XXX

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

 • Solids Management

 • Whole Effluent Toxicity (WET) Testing

 • 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 814-332-6078.

 The EPA Waiver is not in effect.

 PA0032913, Sewage, SIC Code 6515, Scenic MHP, LLC, 24 Bogle Avenue, North Arlington, NJ 07031-4726. Facility Name: Scenic MHP. This existing facility is located at 156 Shenango Park Road, Transfer, PA 16154, located in Pymatuning Township, Mercer 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), Brush Run (WWF), is located in State Water Plan watershed 20-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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.21	XXX	0.5
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	6.6	XXX	13.2
May 1 - Oct 31	XXX	XXX	XXX	2.2	XXX	4.4
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 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.

 PA0034959, Sewage, SIC Code 7033, Pinebloom Corp, 308 Timberwolf Run, Knox, PA 16232-4072. Facility Name: Wolfs Camping Resort. This existing facility is located in Beaver Township, Clarion 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 49382 to Canoe Creek (HQ-CWF), is located in State Water Plan watershed 17-B 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 .015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)—  Interim	XXX	XXX	XXX	0.5	XXX	1.6
Total Residual Chlorine (TRC)—  Final	XXX	XXX	XXX	0.4	XXX	1.5
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
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	8.5	XXX	17
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 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.

 PA0102547, Sewage, SIC Code 4952, 6515, Oak Springs MHP, Inc., P.O. Box 1922, Cranberry Twp, PA 16066-0922. Facility Name: Oak Springs MHP. This existing facility is located in Cranberry 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 Brush Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .022 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 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
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	6.0	XXX	12
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4

 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.

 PA0210081, Sewage, SIC Code 8800, Kevin Mundy, 16675 Stuart Road, Corry, PA 16407-8712. Facility Name: Kevin Mundy SRSTP. This existing facility is located in Wayne Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to Hubbel Run (HQ-WWF), is located in State Water Plan watershed 16-A and is classified for High Quality Waters—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 .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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (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.

 PA0238571, Sewage, SIC Code 4952, 6515, Jones Estates Pinehurst Manor PA, LLC, P.O. Box 14466, Durham, NC 27709-4466. Facility Name: Pinehurst Manor MHP. This existing facility is located in Center Township, Butler County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage. Ownership is being transferred from Rhett Walls to the Jones Estates Pinehurst Manor PA, LLC.

 The receiving stream, an Unnamed Tributary to the Stony Run (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.014 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
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
Ultraviolet light intensity (µw/cm2)	XXX	XXX	XXX	Report	XXX	XXX
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
Aluminum, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

 • Solids Management

 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

 PA0044628, Industrial, SIC Code 4911, York Haven Power Co., LLC, P.O. Box 67, York Haven, PA 17370-0067. Facility Name: York Haven Hydroelectric Power Station. This existing facility is located in York Haven Borough, York County.

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

 The receiving stream(s), Unnamed Tributary of Susquehanna River (WWF), is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.259 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
Temperature (deg F) (°F)	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 717-705-4732.

 The EPA Waiver is in effect.

 PA0085812, Industrial, SIC Code 4941, Altoona Water Authority, 900 Chestnut Avenue, Altoona, PA 16601-4617. Facility Name: Altoona City Water System. This existing facility is located in Tyrone Township, Blair 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), Kettle Creek (CWF, EV, EV (existing use)), is located in State Water Plan watershed 11-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 .12 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Minimum	Semi-Annual Average	Maximum	IMAX
Aluminum, Total	Report	Report	XXX	Report	XXX	XXX
Copper, Total	Report	Report	XXX	Report	XXX	XXX
Lead, Total	Report	Report	XXX	Report	XXX	XXX
Zinc, Total	Report	Report	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .12 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Minimum	Semi-Annual Average	Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	9.0 Daily Max	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of <0.12 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	Report	Report	XXX	Report	XXX	XXX
Mercury, Total	Report	Report	XXX	Report	XXX	XXX
Silver, Total	Report	Report	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of <0.12 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30 Avg Mo	60	75
Aluminum, Total	1.0 Avg Mo	2.0	XXX	1.0 Avg Mo	2.0	2.5
Iron, Total	2.0 Avg Mo	Report	XXX	2.0 Avg Mo	4.0	5
Manganese, Total	1.0 Avg Mo	Report	XXX	1.0 Avg Mo	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.

 

 PA0262072, Industrial, SIC Code 2033, Knouse Foods Cooperative, Inc., 800 Peach Glen Idaville Road, Peach Glen, PA 17375-0001. Facility Name: Knouse Foods Peach Glen Fruit Proc Facility. This existing facility is located in Huntington Township, Adams 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 Bermudian Creek (WWF, MF), is located in State Water Plan watershed 7-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.217 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	91.0	182.0	228.0
BOD5	18.1	36.2	XXX	10.0	20.0	25.0
Total Suspended Solids	18.1	36.2	XXX	10.0	20.0	25.0
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	27.1	XXX	XXX	15.0	XXX	30.0
Ammonia-Nitrogen
May 1 - Oct 31	3.6	7.2	XXX	2.0	4.0	5.0
Nov 1 - Apr 30	10.9	21.7	XXX	6.0	12.0	15.0
Total Nitrogen	21.7	43.4	XXX	12.0	24.0	30.0
Total Phosphorus	0.9	1.8	XXX	0.5	1.0	1.25
Aluminum, Total	1.053	1.643	XXX	0.582	0.908	1.455
Copper, Total (ug/L)	0.018	0.027	XXX	10.1	14.7	14.7
Iron, Dissolved	0.657	1.024	XXX	0.363	0.566	0.908
Iron, Total	3.285	5.125	XXX	1.815	2.832	4.538
Lead, Total (ug/L)	0.005	0.009	XXX	3.02	4.71	7.54
Manganese, Total	Report	Report	XXX	Report	Report	XXX
Selenium, Total (ug/L)	0.013	0.02	XXX	7.05	11.0	17.6
Zinc, Total	0.166	0.250	XXX	0.092	0.138	0.23

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.217 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Temperature (°F)	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.217 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Temperature (°F)
Jan 1 - 31	XXX	XXX	XXX	43.3	XXX	XXX
Feb 1 - 28	XXX	XXX	XXX	42.4	XXX	XXX
Mar 1 - 31	XXX	XXX	XXX	50.8	XXX	XXX
Apr 1 - 15	XXX	XXX	XXX	55.8	XXX	XXX
Apr 16 - 30	XXX	XXX	XXX	56.9	XXX	XXX
May 1 - 15	XXX	XXX	XXX	58.1	XXX	XXX
May 16 - 31	XXX	XXX	XXX	62.1	XXX	XXX
Jun 1 - 15	XXX	XXX	XXX	65.3	XXX	XXX
Jun 16 - 30	XXX	XXX	XXX	69.3	XXX	XXX
Jul 1 - 31	XXX	XXX	XXX	72.7	XXX	XXX
Aug 1 - 15	XXX	XXX	XXX	71.6	XXX	XXX
Aug 16 - 31	XXX	XXX	XXX	71.6	XXX	XXX
Sep 1 - 15	XXX	XXX	XXX	67.5	XXX	XXX
Sep 16 - 30	XXX	XXX	XXX	61.5	XXX	XXX
Oct 1 - 15	XXX	XXX	XXX	56.5	XXX	XXX
Oct 16 - 31	XXX	XXX	XXX	52.5	XXX	XXX
Nov 1 - 15	XXX	XXX	XXX	47.7	XXX	XXX
Nov 16 - 30	XXX	XXX	XXX	43.3	XXX	XXX
Dec 1 - 31	XXX	XXX	XXX	45.0	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Annual	Minimum	Average Monthly	Maximum	IMAX
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	0	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	0	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	25.0	XXX	50.0
Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Annual	Minimum	Average Monthly	Maximum	IMAX
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	0	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	0	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Oxygen	XXX	XXX	XXX	XXX	Report	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Oxygen	XXX	XXX	XXX	XXX	Report	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

 PA0023108, Sewage, SIC Code 4952, Elizabethtown Borough, Lancaster County, 600 S Hanover Street, Elizabethtown, PA 17022. Facility Name: Elizabethtown STP. This existing facility is located in Elizabethtown Borough, Lancaster County.

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

 The receiving stream, Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-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 a design flow of 4.5 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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	938	1,407	XXX	25	37.5	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,126	1,689	XXX	30	45	60
Total Suspended Solids  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	XXX	Report
Total Nitrogen	300	XXX	XXX	8.0	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	37.5	XXX	XXX	1.0	XXX	3
Copper, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX

	Mass Units (lbs)		Concentrations (mg/L)
Parameters	Monthly	Annual	Minimum	Average Monthly	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrite-Nitrate as N	Report	XXX	XXX	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX
Net Total Nitrogen	XXX	109,500(1)	XXX	XXX	XXX
Net Total Phosphorus	XXX	13,688(1)	XXX	XXX	XXX

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

 The receiving stream, Conoy Creek (TSF, MF), is located in State Water Plan watershed 7-G and is classified for Trout stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of 9 MGD.—Limits.

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

 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.

 PA0028720, Sewage, SIC Code 4581, Berks County Region Airport Authority, 2385 Bernville Road, Reading, PA 19605-9400. Facility Name: Reading Region Airport. This existing facility is located in Bern Township, Berks 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), Schuylkill River (WWF, MF), Unnamed Tributary to Schuylkill River (WWF), and Unnamed Tributary of Tulpehocken Creek (WWF, MF), is located in State Water Plan watershed 3-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	87	140	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	105	157	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	2,605.0	5,210.0 Daily Max	5210
Oil and Grease	52	XXX	XXX	15.0	XXX	30
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen	70	XXX	XXX	20.0	XXX	40

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	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	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	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	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	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	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Potassium, Total	XXX	XXX	XXX	Report	XXX	XXX
Ethylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Propylene Glycol	XXX	XXX	XXX	Report	XXX	XXX
Diethylene Glycol	XXX	XXX	XXX	Report	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.

 PA0248088 A-1, Sewage, SIC Code 4952, PA American Water Co., 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: Franklin WWTP. This existing facility is located in Franklin Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Marsh Creek (CWF), is located in State Water Plan watershed 13-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 0.2 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.051	XXX	0.166
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
CBOD5	41.7	66.7 Wkly Avg	XXX	25.0	40.0	50.0
Total Suspended Solids	50.0	75.1 Wkly Avg	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
Ammonia-Nitrogen
May 1 - Oct 31	4.2	XXX	XXX	2.5	XXX	5.0
Nov 1 - Apr 30	12.5	XXX	XXX	7.5	XXX	15.0
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	41.7	66.7 Wkly Avg	XXX	25.0	40.0	50.0
Total Suspended Solids	50.0	75.1 Wkly Avg	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
Ammonia-Nitrogen
May 1 - Oct 31	4.2	XXX	XXX	2.5	XXX	5.0
Nov 1 - Apr 30	12.5	XXX	XXX	7.5	XXX	15.0
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Ammonia-Nitrogen	Report	Report	XXX	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	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.

 PA0260118, Sewage, SIC Code 6515, New Oxford MHC Group, LLC, 31200 Northwestern Highway, Farmington Hills, MI 48334-5900. Facility Name: New Oxford MHC. This existing facility is located in Mount Pleasant Township, Adams County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.062328 MGD.—Limits.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX
CBOD5	XXX	XXX	XXX	25	50
Total Suspended Solids	XXX	XXX	XXX	30	60
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	XXX
UV Intensity (µw/cm2)	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX

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

	Mass (lbs)		Concentration (mg/l)
Parameters	Monthly	Annual	Minimum	Monthly Average	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX
Net Total Nitrogen	Report	1,339	XXX	XXX	XXX
Net Total Phosphorus	Report	243	XXX	XXX	XXX

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

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0254711, Storm Water, SIC Code 2491, Great Southern Wood, Inc., 115 West Road, Fombell, PA 16123-1425. Facility Name: Great Southern Wood, Fombell Facility. This existing facility is located in Marion Township, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial stormwater from a wood treating facility.

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

 The proposed effluent limits for Outfalls 001—006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
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	60.0	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Pentachlorophenol	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 in effect.

 PA0255602, Industrial, SIC Code 4941, North Fayette County Municipal Authority, 1634 University Drive, Dunbar, PA 15431-0368. Facility Name: Porter Hill Water Treatment Plant. This proposed facility is located in Dunbar Township, Fayette County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of filter backwash water.

 The receiving stream, Dunbar Creek (TSF), is located in State Water Plan watershed 19-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.293	XXX	0.686
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75.0
Aluminum, Total	XXX	XXX	XXX	1.0	1.5	2.5
Copper, Total (ug/L)	XXX	XXX	XXX	16.6	25.9	41.4
Iron, Total	XXX	XXX	XXX	2.0	4.0	5.0
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Silver, Total (ug/L)	XXX	XXX	XXX	3.64	5.68	9.11
Thallium, Total (ug/L)	XXX	XXX	XXX	0.57	0.89	1.42
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 In addition, the permit contains the following major special conditions: requirements for chemical additives and sedimentation basin cleaning.

 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.

 PA0046426, Sewage, SIC Code 4952, Franklin Township Sewer Authority, 570 Rolling Meadows Road, Waynes- burg, PA 15370-2510. Facility Name: Franklin Township Sewer Authority STP. This existing facility is located in Franklin Township, Greene 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), South Fork Tenmile Creek and unnamed tributary to South Fork Tenmile Creek, is located in State Water Plan watershed 19-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.74 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Acrolein (ug/L)	Report	Report	XXX	Report	Report	XXX
1,3-Dichloropropylene (ug/L)	Report	Report	XXX	Report	Report	XXX
1,2,4-Trichlorobenzene (ug/L)	Report	Report	XXX	Report	Report	XXX
Benzene (ug/L)	Report	Report	XXX	Report	Report	XXX
Carbon Tetrachloride (ug/L)	Report	Report	XXX	Report	Report	XXX
Chlorodibromomethane	Report	Report	XXX	Report	Report	XXX
1,1,2-Trichloroethane (ug/L)	Report	Report	XXX	Report	Report	XXX
1,1,2,2-Tetrachloroethane (ug/L)	Report	Report	XXX	Report	Report	XXX
Hexachlorobutadiene (ug/L)	Report	Report	XXX	Report	Report	XXX
Trichloroethylene (ug/L)	Report	Report	XXX	Report	Report	XXX
Vinyl Chloride (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.74 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Aluminum, Total	12.7	19.8	XXX	0.87	1.36	2.18
Acrolein (ug/L)	0.051	0.079	XXX	3.49	5.45	8.74
1,3-Dichloropropylene (ug/L)	0.009	0.014	XXX	0.64	0.99	1.59
1,2,4-Trichlorobenzene (ug/L)	0.007	0.007	XXX	0.5	0.5	0.5
Benzene (ug/L)	0.02	0.031	XXX	1.37	2.14	3.42
Carbon Tetrachloride (ug/L)	0.014	0.021	XXX	0.94	1.47	2.36
Chlorodibromomethane (ug/L)	0.027	0.043	XXX	1.89	2.95	4.72
1,1,2-Trichloroethane (ug/L)	0.019	0.029	XXX	1.3	2.02	3.24
1,1,2,2-Tetrachloroethane (ug/L)	0.007	0.011	XXX	0.5	0.74	1.18
Hexachlorobutadiene (ug/L)	0.007	0.007	XXX	0.5	0.5	0.5
Trichloroethylene (ug/L)	0.021	0.032	XXX	1.42	2.21	3.54
Vinyl Chloride (ug/L)	0.007	0.007	XXX	0.5	0.5	0.5

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.74 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	159	239	XXX	11.0	16.5	22
Biochemical Oxygen  Demand (BOD5)  Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	435	653	XXX	30.0	45.0	60
Fecal Coliform (CFU/100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen
Nov 1 - Apr 30	58	XXX	XXX	4.0	XXX	8
May 1 - Oct 31	36	XXX	XXX	2.5	XXX	5
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Cobalt, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Copper, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Iron, Dissolved	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Lead, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
1,2-Dichloropropane (ug/L)	Report	Report Avg Mo	XXX	Report	Report Daily Max	XXX
Dichlorobromomethane (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

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

 • Solids Management

 • Water Quality-Based Effluent Limits for Toxic Pollutants

 • Whole Effluent Toxicity

 • WQBELs Below Quantitation Limits

 • 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 412-442-4000.

 The EPA Waiver is not in effect.

 PA0098043, Sewage, SIC Code 4952, ITI Trailers & Truck Bodies, 8535 Mason Dixon Highway, Meyersdale, PA 15552-7100. Facility Name: Traditions Restaurant & ITI STP. 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 SFTF sewage.

 The receiving stream(s), Unnamed Tributary to Casselman 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 .002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.002	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
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)
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	18.0	XXX	36.0
May 1 - Oct 31	XXX	XXX	XXX	6.0	XXX	12.0

 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.

 PA0205729 A-1, Sewage, SIC Code 8811, Jayme S & Shawn H Cunningham, 208 Rural Valley Road, Claysville, PA 15323-1338. Facility Name: Cunningham SFTF. This existing facility is located in Blaine Township, Washington County.

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

 The receiving stream(s), Wolf Run (HQ-WWF), is located in State Water Plan watershed 20-E and is classified for High Quality Waters—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	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
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 Geo Mean	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

 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.

 PA0205869, Sewage, SIC Code 4952, West Branch Sewer Authority, 901 Maple Avenue, Suite 2, Northern Cambria, PA 15714-1331. Facility Name: W Branch Sewer Authority STP. This existing facility is located in Susquehanna Township, Cambria 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), West Branch Susquehanna River (WWF), is located in State Water Plan watershed 8-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 0.9 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Ammonia-Nitrogen	Report	XXX	XXX	Report	Report	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX
Lead, Total	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.9 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.) Upstream Monitoring	XXX	XXX	XXX	Report	Report	XXX
Temperature (deg C) (°C) Upstream Monitoring	XXX	XXX	XXX	Report	Report	XXX
Temperature (deg C) (°C)	XXX	XXX	XXX	Report	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Hardness, Total (as CaCO3) Upstream Monitoring	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.9 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Ammonia-Nitrogen
Nov 1 - Apr 30	32.58	XXX	XXX	4.34	8.68	XXX
May 1 - Oct 31	97.73	XXX	XXX	13.02	26.04	XXX
Copper, Total	0.17 Wkly Avg	0.27	XXX	0.0229	0.0358	0.0573
Lead, Total	0.061	0.095	XXX	0.0081	0.0127	0.0203

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.9 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.9 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	187.65	281.48	XXX	25.0	37.5	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	225.18	337.77	XXX	30.0	45.0	60
Total Suspended Solids  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
Nitrate-Nitrite as N  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs) Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs) Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	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	16,438 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 Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	2,192 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:

 • Chesapeake Bay Nutrients requirements

 • Solids Management for non-lagoon system

 • Notification of designation of responsible operator

 • Hauled-in waste restriction

 • UV operation report

 • Discharge and up-stream data collection

 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.

 PA0256056, Sewage, SIC Code 8800, Josh Boggs, 29 Deer Hollow Lane, Tarentum, PA 15084-2800. Facility Name: Boggs Properties SRSTP. This proposed facility is located in West Deer Township, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary of Little Deer Creek (TSF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

 Southeast Regional Office

 PA0058211, Storm Water, SIC Code 2911, Evergreen Resources Management Operations, 2 Righter Parkway, Suite 120, Wilmington, DE 19803-1528. Facility Name: Read Boyd Farm. 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(s), Marcus Hook Creek (WWF) and Marcus Hook Creek (WWF, MF), is located in State Water Plan watershed 3-G and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.5	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	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Chromium, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.5	XXX	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	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.5	XXX	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Barium, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Barium, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.5	XXX	XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	XXX	XXX
Iron, Total	XXX	XXX	XXX	5.0	XXX	XXX

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

 • Non-stormwater discharges

 • BMPs

 • Routine Inspection

 • PPC Plan

 • Stormwater monitoring

 • Requirement to acquire all other applicable permits

 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.

 PAS800001, Storm Water, SIC Code 4213, Fedex Freight Inc., 2200 Forward Drive DC 2219, Harrison, AR 72601. Facility Name: Fedex Freight Inc. Chester Springs Facility. This existing facility is located in Upper Uwchlan Township, Chester County.

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

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

 The proposed effluent limits for Outfall 001 are based on a stormwater.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Total	XXX	XXX	XXX	XXX	7.0 Daily Max	XXX

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

 • Stormwater Requirements

 • Other Requirements

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

 The EPA Waiver is in effect.

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

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Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD150235	New	Traditions of America, L.P. David Biddson 1235 Westlakes Drive Suite 300 Berwyn, PA 19312	West Brandywine Township Chester County	SERO
PAD150240	New	Berwyn Owner, LLC 976 E. Swedesford Road Suite 400 Exton, PA 19341	Easttown Township Chester County	SERO
PAD230061	New	Pulte Homes of PA, LP 150 Allen Road Suite 303 Basking Ridge, NJ 07920	Concord Township Delaware County	SERO
PAD450150	New	Clarius Partners, LLC 200 W Madison Street Suite 1625 Chicago, IL, 60606	Mount Pocono Borough Monroe County	NERO
PAD450149	New	Marcia Jarrett 218 18 109th Ave Queens Village, NY 11429	Chestnuthill Township Monroe County	NERO
PAD640025A-1	Major Amendment	Name Roamingwood Sewer and Water Authority John Lennox P.O. Box 6 Lake Ariel, PA 18436-0006	Salem Township Wayne County	NERO
PAD020004A-3	Major Amendment	Friends of Pittsburgh Professional Soccer 234 Pittsburgh Street Uniontown PA 15401	Coraopolis Borough Moon Township Robinson Township Allegheny County	SWRO
PAD560008	New	Listonburg Solar, LLC 106 Isabella Street Suite 400 Pittsburgh, PA 15212	Addison Township Somerset County	SWRO
PAD150187A-1	Major Amendment	Pennsylvania Turnpike Commission 700 S Eisenhower Blvd. Middletown, PA 17057	West Nantmeal Township Chester County	Regional Permit Coordination Office (RPCO) Rachel Carson State Office Building 400 Market Street Harrisburg, PA 17101 Email: RA-EPREGIONAL PERMIT@pa.gov
PAD400047	New	Pennsylvania Turnpike Commission James L. Stump 700 South Eisenhower Blvd. Middletown, PA 17057	Bear Creek Township Luzerne County	Regional Permit Coordination Office (RPCO) Rachel Carson State Office Building 400 Market Street Harrisburg, PA 17101 Email: RA-EPREGIONAL PERMIT@pa.gov
PA630001D	New	Pennsylvania Turnpike Commission P.O. Box 67676 Harrisburg, PA 17106	Cecil Township Washington County	Regional Permit Coordination Office (RPCO) Rachel Carson State Office Building 400 Market Street Harrisburg, PA 17101 Email: RA-EPREGIONAL PERMIT@pa.gov

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