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PA Bulletin, Doc. No. 21-1729

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[51 Pa.B. 6515]
[Saturday, October 16, 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
0121807 Joint DEP/PFBC Pesticides Permit New Travel Resorts of America
1960 Emmitsburg Road
Gettysburg, PA 17325-7196 		Cumberland Township
Adams County 		SCRO
0621805 Joint DEP/PFBC Pesticides Permit New Geiger Douglas
546 Penn Avenue
West Reading, PA 19611 		Greenwich Township
Berks County 		SCRO
4613403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Worcester Township Montgomery County
1721 Valley Forge Road
P.O. Box 767
Worcester, PA 19490-0767 		Worcester Township
Montgomery County 		SERO
PAG124853 PAG-12 NPDES General Permit for CAFOs Renewal Beaver Run Farms Inc.
3038 Beaver Run Road
Mifflinburg, PA 17844-7808 		West Buffalo Township
Union County 		SCRO
0421408 Sewer Extensions WQM Individual Permit New Center Township
Sanitary Authority
224 Center Grange Road
Aliquippa, PA 15001-1421 		Center Township
Beaver County 		SWRO
PA0252778 Single Residence STP Individual NPDES Permit Transfer Jenneice L &
Thomas W Haddon
5821 Somerset Pike
Boswell, PA 15531-1805 		Jenner Township
Somerset County 		SWRO
PA0289370 Single Residence STP Individual NPDES Permit Transfer Chad & Kaylynne Williams
4000 Wagner Road
Erie, PA 16509-4240 		McKean Township
Erie County 		NWRO
0595401 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Philip & Sharon Fullerton
130 Oberholtzer Road
Elizabethtown, PA 17022-9588 		Southampton Township
Bedford County 		SCRO
0921405 Single Residence Sewage Treatment Plant Individual WQM Permit New Miller Amanda L
170 Short Road
Doylestown, PA 18901-3217 		Doylestown Township
Bucks County 		SERO
2521411 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Chad & Kaylynne Williams
4000 Wagner Road
Erie, PA 16509-4240 		McKean Township
Erie County 		NWRO
5604406 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Jenneice L &
Thomas W Haddon
5821 Somerset Pike
Boswell, PA 15531-1805 		Jenner Township
Somerset County 		SWRO
2141801 WQG-02 WQM General Permit Transfer Gregg Township
Sewer Authority
Centre County
P.O. Box 103
Spring Mills, PA 16875-0103 		Penn Township
Centre County 		NCRO
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.

 Northeast Regional Office

 PA0276464, Storm Water, SIC Code 3272, Blend Pro Inc., 601 S 10th Street, Allentown, PA 18103-3689. Facility Name: Bridgeworks Ind Center. This proposed facility is located in Allentown City, Lehigh 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), Little Lehigh 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.—Limits.

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

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

 • Stormwater BMPs

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

 The EPA Waiver is in effect.

 PA0061573, Sewage, SIC Code 4952, Camp Hachshara-Moshava of New York Inc., 520 Eighth Avenue, 15th Floor, New York, NY 10018. Facility Name: Camp Moshava. This existing facility is located in Berlin Township, Wayne 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 Indian Orchard Brook (HQ-CWF, MF), is located in State Water Plan watershed 1-B 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 .036 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .036 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Total Dissolved Solids XXX XXX XXX Report
Avg Qrtly 		XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .036 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 7.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.07 XXX 0.17
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 23.4 XXX 46.8
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
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 6.0 XXX 12
 May 1 - Oct 31 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 570-826-5472.

 The EPA Waiver is in effect.

 PA0063975, Sewage, SIC Code 4952, Thompson Borough Susquehanna County, Water Street, Thompson, PA 18465. Facility Name: Thompson Borough Susquehanna County. This existing facility is located in Thompson Borough, Susquehanna County.

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

 The receiving stream(s), Starrucca Creek, is located in State Water Plan watershed 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 .03 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
Nitrate-Nitrite as N Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Total Kjeldahl Nitrogen Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly 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 XXX 9.0
Max 		XXX
Total Residual Chlorine (TRC) XXX XXX XXX 1.0 XXX 2.34
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		6.25 10.0 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids 7.50 11.25 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
Ammonia-Nitrogen
 May 1 - Oct 31 2.75 XXX XXX 11.0 XXX 22

 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

 PA0239283, Industrial, SIC Code 2022, Whitehall Specialties, Inc., 2850 Perry Highway, Slippery Rock, PA 16057-6308. Facility Name: Whitehall Specialties. This existing facility is located in Scott Township, Lawrence 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 Slippery Rock Creek (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		2.7 5.3 XXX Report Report 80
Total Suspended Solids 2.8 4.6 XXX Report Report 85
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus 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 814-332-6078.

 The EPA Waiver is in effect.

 PA0101265, Sewage, SIC Code 4952, 7033, Andrew L Hatton d/b/a Shangri-La Mobile Home Court, 2090 W State Road, Jamestown, PA 16134-3758. Facility Name: Shangri-La By The Lake. This existing facility is located in West Shenango Township, Crawford 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 is an unnamed tributary to the Shenango River (Pymatuning Reservoir), located in State Water Plan watershed 20-A and classified for Warm Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0056 MGD.

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 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 50.0
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
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus 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 814-332-6078.

 The EPA Waiver is in effect.

 PA0102717, Sewage, SIC Code 6515, Jones Estates Sandy Hills LLC, 230 Sandy Hill Road, Valencia, PA 16059-3332. Facility Name: Sandy Hill Estates MHP. This existing facility is located in Middlesex 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), Glade 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 .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
Daily Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.22 XXX 0.71
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 6.0 XXX 12
 May 1 - Oct 31 XXX XXX XXX 2.0 XXX 4
Total Phosphorus XXX XXX XXX 2.0 XXX 4
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.

 PA0104035, Sewage, SIC Code 4952, 5812, Bernard & Virginia Safford d/b/a Daily Bread Cafe, 2906 Route 155, Port Allegany, PA 16743-4918. Facility Name: Daily Bread Cafe. This existing facility is located in Liberty Township, McKean 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 is drainage swale to the Allegheny River, located in State Water Plan watershed 16-C and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.002 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
Daily Min 		XXX 9.0
Daily Max 		XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
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

 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.

 PA0289752, Sewage, SIC Code 8800, Debra & William Presnar, 1331 Weiler Road, Warren, PA 16365-8508. Facility Name: Debra & William Presnar SRSTP. This proposed facility is located in Conewango Township, Warren County.

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

 The receiving stream(s), Morse Run (HQ-CWF), is located in State Water Plan watershed 16-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 .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.

 PA0289761, Sewage, SIC Code 4952, James Geer, 1252 Scandia Road, Warren, PA 16365-8440. Facility Name: James Geer SFTF. This proposed facility is located in Glade Township, Warren County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Inst Min 		XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.23 XXX 0.54
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) XXX XXX XXX 200
Geo Mean 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0289868, Sewage, SIC Code 8800, Amanda & Jason Hoag, 7117 Clark Road, Erie, PA 16510-5940. Facility Name: Amanda & Jason Hoag SRSTP. This proposed facility is located in Harborcreek Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary of Sixmile Creek (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (GPD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0009253, Industrial, SIC Code 3795, Bae System Land & Armaments LP, 1100 Bairs Road, York, PA 17408-8975. Facility Name: Bae Systems. This existing facility is located in West Manchester Township, 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 to Codorus Creek (WWF, MF) and Codorus Creek (WWF), is located in State Water Plan watershed 7-H 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 003 are based on a design flow of .144 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Tetrachloroethylene XXX XXX XXX 0.0008 0.0016 0.002

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

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

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

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

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

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

 The proposed effluent limits for Outfall 102 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 102 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum 		Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX Report XXX XXX
 May 1 - Oct 31 XXX XXX XXX 23 XXX 46
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX 2.0 XXX 4
 (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX 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.

 PA0081591, Sewage, SIC Code 3469, Eastern York County Sewer Authority, 4 West Market Street, Hellam, PA 17406. Facility Name: Eastern York County STP. This existing facility is located in Hallam Borough, York County.

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

 The receiving stream(s), Kreutz Creek (WWF), is located in State Water Plan watershed 7-I 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 .5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 100 165 XXX 25 40 60
 May 1 - Oct 31 60 90 XXX 15 22 XXX
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 125 185 XXX 30 45 60
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 60.0 XXX XXX 15 XXX 30
 May 1 - Oct 31 20 XXX XXX 5.0 XXX 10
 (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX XXX
Total Phosphorus
  (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Copper, Total XXX XXX XXX Report
Annl Avg 		XXX XXX
Zinc, Total XXX XXX XXX Report
Annl Avg 		XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
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 717-705-4732.

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0053970, Sewage, SIC Code 6515, Martins Community LLC, 25 Randy Lane, Cochranville, PA 19330-1647. Facility Name: Martins Mobile Home Village STP. This existing facility is located in West Nottingham Township, Chester County.

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

 The receiving stream, Unnamed Tributary to North East Creek (TSF, MF), is located in State Water Plan watershed 7-K 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 .012 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

 The proposed effluent limits for Outfall 001 are based on a design flow of .012 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.34 XXX 0.8
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 2.00 XXX XXX 20 XXX 40
 May 1 - Oct 31 1.00 XXX XXX 10 XXX 20
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		XXX XXX XXX Report XXX XXX
Total Suspended Solids 1.00 XXX XXX 10 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
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 0.60 XXX XXX 6.0 XXX 12
 May 1 - Oct 31 0.20 XXX XXX 2.0 XXX 4
Total Phosphorus XXX XXX XXX Report XXX XXX

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP when Municipal Sewers Available

 E. Chlorine Optimization

 F. Small Stream Discharge

 G. Operator Notification

 H. TMDL/WLA Analysis

 I. Solids Management

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0026352, Sewage, SIC Code 4952, Riverview Sanitary Authority, 3100 University Boulevard, Moon Twp, PA 15108-2530. Facility Name: Riverview Sanitary Authority STP. This existing facility is located in Coraopolis 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), Ohio River (WWF), is located in State Water Plan watershed 20-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 4.34 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 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		905.4 1,358.1 XXX 25 37.5 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report Report XXX
Total Suspended Solids 1,086.5 1,629.8 XXX 30 45 60
 Raw Sewage Influent Report Report XXX Report Report XXX
Fecal Coliform (No./100 ml)
 Nov 1 - Mar 31 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 Apr 1 - Oct 31 XXX XXX XXX 200
Geo Mean 		XXX 400
E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily Max 		XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.34 MGD.—Limits.

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

 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.

 PA0095362, Sewage, SIC Code 8661, Laurelville Mennonite Church Center Association, 941 Laurelville Lane, Mt Pleasant, PA 15666-2540. Facility Name: Laurelville Mennonite Church. This existing facility is located in Mount Pleasant Township, Westmoreland County.

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

 The receiving stream(s), Jacobs Creek (CWF), is located in State Water Plan watershed 19-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 0.02 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum 		Average Monthly Maximum IMAX
Flow (MGD) 0.02 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
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
Ultraviolet light transmittance (%) XXX XXX Report Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 54.0 XXX 108.0
 May 1 - Oct 31 XXX XXX XXX 18.0 XXX 36.0

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

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

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

 The EPA Waiver is in effect.

 PA0218901, Sewage, SIC Code 7992, Totteridge Properties, 2029 Totteridge Drive, Greensburg, PA 15601-8521. Facility Name: Totteridge Golf Course & Residential Community WWTP. This existing facility is located in Salem Township, Westmoreland County.

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

 The receiving stream, the Crabtree Creek (WWF), is located in State Water Plan watershed 18-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 0.04 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 9.0
Daily Max 		XXX
Dissolved Oxygen XXX XXX 4.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.15 XXX 0.30
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
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
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
Total Nitrogen XXX XXX XXX Report
Daily Max 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Daily Max 		XXX XXX
Aluminum, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Iron, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Manganese, Total XXX XXX XXX Report
Daily Max 		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 412-442-4000.

 The EPA Waiver is not in effect.

 PA0255238, Sewage, SIC Code 8800, Lawrence Gregory, 286 McClay Road, Washington, PA 15301. Facility Name: Gregory SRSTP. This existing facility is located in Canton Township, Washington County.

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

 The receiving stream(s), Unnamed Tributary of 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 0.0004 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
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Fecal Coliform (No./100 ml) XXX XXX 200.0
Avg Mo 		XXX 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.

 Northcentral Regional Office

 PA0035777, Industrial, SIC Code 3399, Hoeganaes Corporation, 4330 Paradise Road, Watsontown, PA 17777-8802. Facility Name: Hoeganaes Corporation. This existing facility is located in Delaware Township, Northumberland 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 Muddy Run (WWF, MF), is located in State Water Plan watershed 10-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.011 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 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 5.5077 XXX 30 XXX 60
Oil and Grease XXX XXX XXX 15 XXX 30
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 Report XXX XXX
 May 1 - Oct 31 XXX XXX XXX 20 XXX 40
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Outfalls 002—004, are not based on a design flow.—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 and Outfall 301 are not based on a design flow.—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 110
Daily Max 		XXX
Oil and Grease XXX XXX XXX 15 XXX 30

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

 • Other Requirements

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is 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
PAD510208 New 1200 Intrepid GP Holdco, LLC, Nalbantian
150 Rouse Blvd
Suite 210
Philadelphia, PA 19112 		City of Philadelphia
Philadelphia County 		SERO
PAD070023 New Blair County Storage, Inc.
1201 East Pleasant Valley Boulevard
Altoona, PA 16602 		Logan Township
Blair County 		SCRO
PAD140079 New Individual Permit Aspen Route 29 Partners, LLC
College Ave & Whitehall Rd Intersection
State College, PA 16801 		Ferguson Township
Centre County 		NCRO
PAD140080 New Individual Permit DG Aaronsburg, LLC
364 West Aarons Square
Aaronsburg, PA 16820 		Haines Township
Centre County 		NCRO

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