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PA Bulletin, Doc. No. 21-1842

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notice

APPLICATIONS

[51 Pa.B. 6930]
[Saturday, November 6, 2021]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

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

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

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

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

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

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

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

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

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

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.

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

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

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

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

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

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

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

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

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if the Department determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania Hamilton Relay Service at (800) 654-5984.

I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office
3504401 Major Sewage Treatment Facility Individual WQM Permit Amendment PA American Water Co.
2699 Stafford Avenue
Scranton, PA 18505-3608 		Scranton City
Lackawanna County 		NERO
2121201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit New CSHV Penn Commerce II, LLC
801 Grand Avenue
Des Moines, IA 50309-8000 		Penn Township
Cumberland County 		SCRO
5695201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Somerset Borough
Municipal Authority
Somerset County
347 W Union Street
P.O. Box 71
Somerset, PA 15501-1543 		Somerset Township
Somerset County 		SWRO
NOEXSE169 No Exposure Certification Renewal Northtec LLC
411 Sinclair Street
Bristol, PA 19007-1525 		Bristol Township
Bucks County 		SERO
NOEXSE170 No Exposure Certification Renewal Northtec LLC
411 Sinclair Street
Bristol, PA 19007-1525 		Bristol Township
Bucks County 		SERO
NOEXSE171 No Exposure Certification Renewal Northtec LLC
411 Sinclair Street
Bristol, PA 19007-1525 		Bristol Township
Bucks County 		SERO
NOEXSE173 No Exposure Certification Renewal Northtec LLC
411 Sinclair Street
Bristol, PA 19007-1525 		Bensalem Township
Bucks County 		SERO
PAG046433 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Greenleaf Real Estate Investment LLC
126 Bay Mist Drive
Erie, PA 16505-5444 		Franklin Township
Beaver County 		SWRO
4821401 Pump Stations WQM Individual Permit New Easton City
Northampton County
50 South Delaware Drive
Easton, PA 18042 		Easton City
Northampton County 		NERO
2021418 Single Residence Sewage Treatment Plant Individual WQM Permit New Ryan Caldwell
19711 Morris Road
Meadville, PA 16335-9625 		Woodcock Township
Crawford County 		NWRO
2521428 Single Residence Sewage Treatment Plant Individual WQM Permit New Laboski Jennifer
9345 Station Road
Erie, PA 16510-5625 		Greenfield Township
Erie County 		NWRO
2521430 Single Residence Sewage Treatment Plant Individual WQM Permit New Timothy & Lorri Stafford
1217 Avonia Road
Fairview, PA 16415-1453 		Fairview Township
Erie County 		NWRO
6321406 Single Residence Sewage Treatment Plant Individual WQM Permit New Debusk Richard B
257 Shipe Run Road
Washington, PA 15301-7147 		Amwell Township
Washington County 		SWRO
2521431 Small Flow Treatment Facility Individual WQM Permit New Evandale Farm, LLC
456 W 6th Street
Erie, PA 16507-1216 		North East Township
Erie County 		NWRO
368S043 Small Flow Treatment Facility Individual WQM Permit Transfer Greenleaf Real Estate Investment, LLC
126 Bay Mist Drive
Erie, PA 16505-5444 		Franklin Township
Beaver County 		SWRO
1521405 Sewage Treatment Facilities Individual WQM Permit New Stephen J Eldredge &
Melissa Novak Eldredge
2261 S Valley Road
Berwyn, PA 19312 		Easttown Township
Chester County 		SERO
II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

 Northcentral Regional Office

 PA0208647, Sewage, SIC Code 4952, Kratzer Run Sewer Authority, P.O. Box 253, Grampian, PA 16838-0253. Facility Name: Kratzer Run Sewer Authority WWTP. This existing facility is located in Penn Township, Clearfield 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), Kratzer Run (CWF), is located in State Water Plan watershed 8-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.08 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		16.7 26.7 XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 20.0 30.0 XXX 30 45 60
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report XXX XXX Report XXX XXX
 May 1 - Oct 31 7.97 XXX XXX 11.94 XXX 23.88
Total Phosphorus Report 1.34
Daily Max 		XXX 2.0 XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus (lbs/year) XXX 487.35
Total
Annual 		XXX XXX XXX XXX
E. Coli (No./100 ml) 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 570-327-3693.

 The EPA Waiver is not in effect.

 PA0209201, Sewage, SIC Code 6515, DMP Northern Tier LP, 1952 Waddle Road, State College, PA 16803-1649. Facility Name: Terrace Hills MHP. This existing facility is located in Wyalusing Township, Bradford 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), Wyalusing Creek (WWF), is located in State Water Plan watershed 4-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01 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
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Annl Avg 		XXX XXX

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

 • Other Requirements.

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

 The EPA Waiver is in effect.

 PA0209481, Sewage, SIC Code 4952, Anthony R. & Margaret M. Caprio, 342 Voyzey Road, Philipsburg, PA 16866-8529. Facility Name: Anthony R. & Margaret M. Caprio. This existing facility is located in Decatur Township, Clearfield 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 of Shimel Run (CWF, MF), is located in State Water Plan watershed 8-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.002 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
Inst Min 		XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX 0.5
Avg Mo 		XXX XXX 1.6
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 20.0 XXX 40.0
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
Oil and Grease XXX XXX 15
Inst Min 		XXX XXX 30

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

 • Other Requirements.

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

 The EPA Waiver is in effect.

 PA0229130, Sewage, SIC Code 4952, G. Stephen Snyder, 185 Stauffer Road, Bellefonte, PA 16823-4261. Facility Name: Snyder (Apt) SFTF. This existing facility is located in Liberty Township, Centre 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), Hunters Run (CWF), is located in State Water Plan watershed 9-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0016 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Quarterly 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
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 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000

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

 • Other Requirements.

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0063711, Sewage, SIC Code 4952, Central Carbon Municipal Authority, 1000 Lehigh Drive, Lehighton, PA 18235-2239. Facility Name: Central Carbon Municipal Authority WWTP. This existing facility is located in Mahoning Township, Carbon 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, the Lehigh River (TSF/MF), is located in State Water Plan watershed 2-B and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instant. Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 1.1
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		334 534 XXX 25.0 40.0 50.0
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids 400 600 XXX 30.0 45.0 60.0
 Raw Sewage Influent Report 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 XXX XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Quarterly Weekly
Average 		IMAX
Total Dissolved Solids XXX XXX XXX 1,000 XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX 20.0 XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Hexachlorobutadiene XXX XXX XXX Report XXX XXX
Hexachloroethane XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
3,3-Dichlorobenzidine XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
3,3-Dichlorobenzidine XXX XXX XXX 0.0125 0.0195 0.0313

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

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

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

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

 (From Permit Effective Date to Permit Expiration Date)

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:

 • Solids Management

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

 Northwest Regional Office

 PA0025739, Sewage, SIC Code 4952, Port Allegany Borough Municipal Authority, 45 West Maple Street, Port Allegany, PA 16743-1318. Facility Name: Port Allegany Borough STP. This existing facility is located in Port Allegany Borough, McKean County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage. This application also transfers the Permittee name from the Port Allegany Borough to the Port Allegany Borough Municipal Authority.

 The receiving stream, the Allegheny River (CWF), is located in State Water Plan watershed 16-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		188.0 300.0 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids 225.0 338.0 XXX 30.0 45.0 60
 Raw Sewage Influent Report 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 XXX XXX Report
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 188.0 XXX XXX 25.0 XXX 50
 May 1 - Oct 31 101.0 XXX XXX 13.5 XXX 27
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Nickel XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Chloride XXX XXX XXX Report 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.

 PA0029726, Sewage, SIC Code 4952, Jamestown Borough Municipal Authority, P.O. Box 188, Jamestown, PA 16134-0188. Facility Name: Jamestown Municipal STP. This existing facility is located in Jamestown Borough, 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), Shenango River (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 0.26 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Daily Max 		XXX
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		33.3 50
Wkly Avg 		XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Suspended Solids 25.5 56
Wkly Avg 		XXX 30 45 60
 Raw Sewage Influent Report Report 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
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 37.9 XXX XXX 17.5 XXX 35
 May 1 - Oct 31 34.6 XXX XXX 16.0 XXX 32
Total Phosphorus 2.2 XXX XXX 1.0 XXX 2
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX Report XXX XXX Report
Daily Max 		XXX
Nickel, Total XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Chloride XXX XXX XXX Report
Avg Qrtly 		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.

 PA0239071, Sewage, SIC Code 4952, Clarion Vista Lofts LLC, 1768 N Main Street Ext, Butler, PA 16001. Facility Name: Exit 60 Sewerage. This existing facility is located at I-80 Exit 60 and State Route 66 North, Clarion, PA 16214, is located in Paint 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 to Clarion River (CWF), is located in State Water Plan watershed 17-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 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 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 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Annl Avg 		XXX XXX
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

 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.

 PA0289965, Sewage, SIC Code 8800, Amy & Stephen Nalepa, 110 Lawnview Court, Cranberry Township, PA 16066-3548. Facility Name: Amy & Stephen Nalepa SRSTP. This proposed facility is located at 175 Hammond Road, Butler, PA 16046 in Adams Township, Butler County.

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

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

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

 Southcentral Regional Office

 Application No. PA0281824, Concentrated Animal Feeding Operation (CAFO), Darvin N Martin (Darvin Martin Farm), 8245 Holbens Road, New Tripoli, PA 18066.

 Darvin N Martin has submitted an application for an Individual NPDES permit for a new CAFO known as Darvin Martin Farm, located in Weisenberg Township, Lehigh County.

 The CAFO is situated near Unnamed Tributary of Switzer Creek (HQ-CWF, MF) in Watershed 2-C, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO will be designed to maintain an animal population of approximately 212.38 animal equivalent units (AEUs) consisting of 8,000 ducks, 65 cows, 60 heifers, 5 calves, and 60 beef cows. Manure will be stored in a slurrystore. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 PA0267554, Sewage, SIC Code 4952, Major League Properties, LLC, 3275 Honey Valley Road, Dallastown, PA 17313. Facility Name: Major League Properties. This proposed facility is located in York Township, York County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (MGD) Report
Annl Avg 		XXX XXX XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0244708, Storm Water, SIC Code 4491, Kinder Morgan Bulk Terminal, Inc., 1000 South Port Road, Fairless Hills, PA 19030. Facility Name: Kinder Morgan Fairless Hills Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River (WWF, MF) is located in State Water Plan watershed—and 2-E and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (GPD) Report
Avg Mo 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Conductivity (µmhos/cm) XXX XXX XXX Report Report XXX
Total Suspended Solids Report
Avg Mo 		Report XXX XXX 50.0 XXX
Total Dissolved Solids Report
Avg Mo 		XXX XXX 2,000.0 XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX

 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 Quarterly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Biochemical Oxygen
 Demand (BOD5) 		Report Report XXX Report
Avg Qrtly 		Report XXX
Chemical Oxygen Demand (COD) Report Report XXX Report
Avg Qrtly 		Report XXX
Nitrate-Nitrite as N Report Report XXX Report
Avg Qrtly 		Report XXX
Total Kjeldahl Nitrogen Report Report XXX Report
Avg Qrtly 		Report XXX
Total Phosphorus Report Report XXX 2.0
Avg Qrtly 		4.0 XXX
Aluminum, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Chromium, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Copper, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Cyanide, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Iron, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Lead, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Zinc, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (GPD) Report
Avg Mo 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Conductivity (µmhos/cm) XXX XXX XXX Report Report XXX
Total Suspended Solids Report
Avg Mo 		Report XXX XXX 50.0 XXX
Total Dissolved Solids Report
Total Mo 		XXX XXX 2,000.0 XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Biochemical Oxygen
 Demand (BOD5) 		Report Report XXX Report
Avg Qrtly 		Report XXX
Chemical Oxygen Demand (COD) Report Report XXX Report
Avg Qrtly 		Report XXX
Nitrate-Nitrite as N Report Report XXX Report
Avg Qrtly 		Report XXX
Total Kjeldahl Nitrogen Report Report XXX Report
Avg Qrtly 		Report XXX
Total Phosphorus Report Report XXX 2.0
Avg Qrtly 		4.0 XXX
Aluminum, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Chromium, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Copper, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Cyanide, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Iron, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Lead, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX
Zinc, Total XXX XXX XXX Report
Avg Qrtly 		Report XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Sector and Site Specific 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 484-250-5910.

 The EPA Waiver is in effect.

 PA0031887, Sewage, SIC Code 6515, Green Hill MHC, LLC, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Green Hill MHP STP. This existing facility is located in Marlborough Township, Montgomery County.

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

 The receiving stream(s), Perkiomen Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
 Raw Sewage Influent XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX 2.0 XXX 4
Total Phosphorus 0.13 XXX XXX 0.5 XXX 1

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

 • No discharge of stormwater into sewage

 • TRC minimization in effluent

 • Designation of responsible operator

 • Operation and Maintenance (O & M) Plan

 • Proper disposal of solids, sludge, slurries

 • Engineer Evaluation of the treatment plant

 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.

 PA0054551, Sewage, SIC Code 8811, Jonathan D. Snyder, 4 Fox Run Lane, Newtown Square, PA 19073-1004. Facility Name: Snyder SRSTP. This existing facility is located in Willistown Township, Chester County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (GPD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 3.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6

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

 • AMR to DEP

 • DMR to DEP

 • Septage and Scum Measurement

 • Septic Tank Pumping

 • Chlorine Optimization

 • No Stormwater

 • Acquire Necessary Property Rights

 • Proper Sludge Disposal

 I. Abandon STP when Municipal Sewers Available

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0026824, Sewage, SIC Code 4952, Clairton Municipal Authority, 1 North State Street, Clairton, PA 15025-2172. Facility Name: Clairton Municipal Authority STP. This existing facility is located in Clairton City, Allegheny 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 Peters Creek (TSF) and Peters Creek (TSF), is located in State Water Plan watershed 19-C 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 6.0 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		1,250 1,875 XXX 25.0 37.5 50
Total Suspended Solids 1,500 2,250 XXX 30.0 45.0 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
Ammonia-Nitrogen Report XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.8 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.1 XXX 0.3
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 1,415 2,125 XXX 25.0 37.5 50
 May 1 - Oct 31 680 1,020 XXX 12.0 18.0 24
Total Suspended Solids 1,700 2,550 XXX 30.0 45.0 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
Ammonia-Nitrogen
 Nov 1 - Apr 30 510 XXX XXX 9.0 XXX 18
 May 1 - Oct 31 170 XXX XXX 3.0 XXX 6

 The proposed effluent limits for Outfall 001are based on a design flow of 6.0 & 6.8 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Maximum IMAX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		XXX
Aluminum, Total XXX XXX XXX 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 6.0 & 6.8 MGD.—Limits.

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

 The proposed effluent limits for Outfall 010 are based on a design flow of 0.0 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.1 XXX 0.3
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		Report Report XXX Report Report XXX
Total Suspended Solids Report Report XXX Report Report XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen Report 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 412-442-4000.

 The EPA Waiver is not in effect.

 PA0047228, Sewage, SIC Code 4952, Pennsbury Village Borough Allegheny County, 1043 Pennsbury Boulevard, Pittsburgh, PA 15205-1643. Facility Name: Pennsbury Village. This existing facility is located in Pennsbury Village Borough, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary of Chartiers Creek (WWF), is located in State Water Plan watershed 20-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 .17 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6

 The proposed effluent limits for Outfall 001 are based on a design flow of .17 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.02 XXX 0.07

 The proposed effluent limits for Outfall 001 are based on a design flow of .17 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Weekly
Average 		IMAX
Flow (MGD) 0.170 Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		35.5 53.2 XXX 25 37.5 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 42.6 63.8 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
Ammonia-Nitrogen
 Nov 1 - Mar 31 XXX XXX 5.5
Avg Mo 		XXX 11.0
Daily Max 		XXX
 May 1 - Oct 31 XXX XXX 2.3
Avg Mo 		XXX 4.6
Daily Max 		XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .17 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 XXX Report
Total Nitrogen XXX XXX XXX Report
Daily Max 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Daily Max 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0098060, Sewage, SIC Code 4952, Eugene J. Smith Jr and Jackie A. Smith, 106 Chrissy's Crossing, Fombell, PA 16123-1804. Facility Name: Smithwind MHP STP. This existing facility is located in Franklin Township, Beaver 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), Glade Run (CWF), is located in State Water Plan watershed 17-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 0.0022 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) 0.0022 Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.03 XXX 0.087
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 6.0 XXX 12.0
 May 1 - Oct 31 XXX XXX XXX 2.2 XXX 4.4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0022 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX XXX XXX Report
Total Phosphorus 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 412-442-4000.

 The EPA Waiver is in effect.

 PA0216160, Sewage, SIC Code 4952, The Washington County Coal, Co., 46226 National Road, Saint Clairsville, OH 43950-8742. Facility Name: Washington County Mine. This existing facility is located in South Strabane Township, Washington 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), Pigeon Creek (WWF), is located in State Water Plan watershed 19-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 .02 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Average Monthly Average Monthly Maximum IMAX
Flow (MGD) 0.02 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX 0.5 XXX XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX 25.0 XXX XXX 50.0
Total Suspended Solids XXX XXX 30.0 XXX XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX 2,000 XXX XXX 10,000
 May 1 - Sep 30 XXX XXX 200 XXX XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen XXX XXX Report XXX XXX Report
Total Nitrogen XXX XXX XXX Report
Daily Max 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Daily Max 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0255971, Sewage, SIC Code 8800, Wesley Taylor, 25 Yohe Street, Finleyville, PA 15332-3807. Facility Name: Taylor Properties SRSTP. This proposed facility is located in Nottingham Township, Washington County.

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

 The receiving stream(s), Unnamed Tributary to Sawmill Creek (WWF), is located in State Water Plan watershed 19-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 .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 XXX XXX 6.0 XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

 PA0001759, Industrial, SIC Code 3081, OMNOVA Solutions, Inc., 1001 Chambers Avenue, Jeannette, PA 15644-3207. Facility Name: Jeannette Plant. This existing facility is located in Jeannette City, Westmoreland County.

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

 The receiving stream(s), Brush Creek (TSF), is located in State Water Plan watershed 19-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 0.036 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Oil and Grease (mg/L) XXX XXX XXX 15.0 30.0 XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 77.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 73.8
 Mar 1 - May 31 XXX XXX XXX XXX XXX 110.0
 Jun 1 - 15 XXX XXX XXX XXX XXX 99.0
 Jun 16 - 30 XXX XXX XXX XXX XXX 89.4
 Jul 1 - 31 XXX XXX XXX XXX XXX 77.3
 Aug 1 - 15 XXX XXX XXX XXX XXX 101.6
 Aug 16 - 31 XXX XXX XXX XXX XXX 110.0
 Sep 1 - 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 106.8
 Oct 16 - 31 XXX XXX XXX XXX XXX 96.1
 Nov 1 - 15 XXX XXX XXX XXX XXX 92.0
 Nov 16 - 30 XXX XXX XXX XXX XXX 77.8
 Dec 1 - 31 XXX XXX XXX XXX XXX 69.8
Antimony, Total (ug/L) XXX XXX XXX Report Report XXX
Cadmium, Total (ug/L) XXX XXX XXX Report Report XXX
Chromium, Hexavalent (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) XXX XXX XXX Report Report XXX
Lead, Total (ug/L) XXX XXX XXX Report Report XXX
Selenium, Total (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Thallium, Total (ug/L) XXX XXX XXX Report Report XXX
Vinyl Chloride (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.036 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Oil and Grease (mg/L) XXX XXX XXX 15.0 30.0 XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 77.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 73.8
 Mar 1 - May 31 XXX XXX XXX XXX XXX 110.0
 Jun 1 - 15 XXX XXX XXX XXX XXX 99.0
 Jun 16 - 30 XXX XXX XXX XXX XXX 89.4
 Jul 1 - 31 XXX XXX XXX XXX XXX 77.3
 Aug 1 - 15 XXX XXX XXX XXX XXX 101.6
 Aug 16 - 31 XXX XXX XXX XXX XXX 110.0
 Sep 1 - 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 106.8
 Oct 16 - 31 XXX XXX XXX XXX XXX 96.1
 Nov 1 - 15 XXX XXX XXX XXX XXX 92.0
 Nov 16 - 30 XXX XXX XXX XXX XXX 77.8
 Dec 1 - 31 XXX XXX XXX XXX XXX 69.8
Antimony, Total (ug/L) XXX XXX XXX 29.0 45.3 XXX
Cadmium, Total (ug/L) XXX XXX XXX 1.4 2.16 XXX
Chromium, Hexavalent (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) XXX XXX XXX Report Report XXX
Lead, Total (ug/L) XXX XXX XXX Report Report XXX
Selenium, Total (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX 9.12 14.2 XXX
Thallium, Total (ug/L) XXX XXX XXX 1.24 1.94 XXX
Vinyl Chloride (ug/L) XXX XXX XXX 0.77 1.2 XXX

 The proposed effluent limits for IMP 101 are based on a design flow of 0.036 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
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX XXX 29.0 XXX
Total Suspended Solids XXX XXX XXX XXX 19.0 XXX
Oil and Grease XXX XXX XXX XXX 26.0 XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.042 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 0.5 1.0 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 77.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 73.8
 Mar 1 - May 31 XXX XXX XXX XXX XXX 110.0
 Jun 1 - 15 XXX XXX XXX XXX XXX 99.0
 Jun 16 - 30 XXX XXX XXX XXX XXX 89.4
 Jul 1 - 31 XXX XXX XXX XXX XXX 77.3
 Aug 1 - 15 XXX XXX XXX XXX XXX 101.6
 Aug 16 - 31 XXX XXX XXX XXX XXX 110.0
 Sep 1 - 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 106.8
 Oct 16 - 31 XXX XXX XXX XXX XXX 96.1
 Nov 1 - 15 XXX XXX XXX XXX XXX 92.0
 Nov 16 - 30 XXX XXX XXX XXX XXX 77.8
 Dec 1 - 31 XXX XXX XXX XXX XXX 69.8
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX Report Report 26.0
Oil and Grease XXX XXX XXX Report Report XXX

 The proposed effluent limits for IMP 203:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Instant. Maximum Instant. Minimum Average Monthly Maximum IMAX
Flow (GPM) XXX Report XXX XXX XXX XXX
Duration of Discharge (hours) XXX XXX XXX XXX XXX Report
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 XXX XXX 0.05
Total Suspended Solids XXX XXX XXX XXX XXX 60.0
Oil and Grease XXX XXX XXX XXX XXX 30
Iron, Dissolved XXX XXX XXX XXX XXX 7.0

 The proposed effluent limits for Outfall 006—Outfalls 012, IMP 103 and IMP 301:

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

 Note: Several analytical results submitted with the NPDES permit application did not achieve the Department's minimum quantitation limitations (QLs), therefore, it is uncertain if these parameters are discharging at detectible concentrations. During the 30-day public comment period, the applicant may resample these parameters at the Department's QLs to verify that they are not present in the discharge. If it is determined that the parameters are not present in the discharge at the Department's QLs, they may be removed from the Final Permit. The effected pollutants are: Total Antimony and Total Copper and Department may re-evaluate the discharge using the new data.

 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.

 PA0013820, Industrial, SIC Code 3312, ATI Flat Rolled Products Holdings, LLC, 100 River Road, Brackenridge, PA 15014-1537. Facility Name: Brackenridge Facility. This existing facility is located in Harrison Township, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste from the specialty metals manufacturing facility.

 The receiving stream, Allegheny River (WWF), is located in State Water Plan watershed 18-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 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
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 0.50 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX 30.0 60.0 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
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 102 are based on a design flow of 2.85 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
Minimum 		Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.25
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids 279 740 XXX 15.0 40.0 50
Oil and Grease 95 190 XXX Report 10.0 XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX 0.12 0.29 0.36
Fluoride, Total XXX XXX XXX 26.4 59.5 74.4
Iron, Total XXX XXX XXX 0.61 1.20 1.5
Lead, Total XXX XXX XXX 0.20 0.42 0.53
Titanium, Total (as Ti) XXX XXX XXX 0.41 0.94 1.18
Zinc, Total XXX XXX XXX 0.61 1.46 1.83
Bromide (ug/L) XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
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 0.70 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
Minimum 		Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX 30.0 60.0 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 104 are based on a design flow of 2.0 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
Minimum 		Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.5
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.25
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids 255 595 XXX 30.0 70.0 87.5
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease 74.0 222 XXX 10.0 30.0 XXX
Chromium, Total 3.40 8.50 XXX 0.4 1.0 1.25
Iron, Total XXX XXX XXX 7.3 14.6 18.3
Nickel, Total 2.55 7.63 XXX 0.3 0.9 1.13
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 6.00 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Daily
Minimum 		Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
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 007 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
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 008 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
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 901 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
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 908 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
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:

 • 40 CFR 316(b) conditions related to cooling water intake structures

 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.

III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Application Number Application Type Applicant Name & Address Municipality, County Office
PAD090079 New Joseph Palmieri, Lauri Saft
110 Bridgewater Drive
New Hope, PA 18938-2238 		Solebury Township
Bucks County 		SERO
PAD510061 A-1 Amend 3600 Haverford Avenue Associates, LP
Charles D. Lomax
200 Highpoint Drive
Suite 215
Chalfont, PA 18914-3925 		City of Philadelphia
Philadelphia County 		SERO
PAD510209 New Richmond Street
Developers, LLC
2337 Philmont Avenue
2nd Floor
Huntingdon Valley, PA 19006-6200 		City of Philadelphia
Philadelphia County 		SERO
PAD390218 New Good Shepherd
Rehabilitation Network
850 S. 5th Street
Allentown, PA 18103 		Upper Saucon Township
Lehigh County 		NERO
PAD210077 New Louise Neal
474 Pine Grove Road
Gardners, PA 17324 		Dickinson Township
Cumberland County 		SCRO
PAD020051 New O'Hara Township
325 Fox Chapel Road
Pittsburgh, PA 15238 		O'Hara Township
Allegheny County 		SWRO

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