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PA Bulletin, Doc. No. 22-740

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications and Actions Notices


APPLICATIONS

[52 Pa.B. 2975]
[Saturday, May 21, 2022]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

 • General Chapter 92a 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, excluding PAG-01 and PAG-02, 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 indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, 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, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. 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 and to submit comments for those applications, 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 for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.

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 for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.

DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.

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 for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.

DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.

DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.

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 Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@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
PAD150265 Chapter 102 Individual NPDES Permit Transfer Calatlantic Group LLC
2312 N Broad Street
Colmar, PA 18915-9725
East Coventry Township
Chester County
SERO
PA0204811 Industrial Stormwater Individual NPDES Permit Transfer Vision Profile Extrusions
USA Ltd
1 Contact Place
Delmont, PA 15626-1402
Salem Township
Westmoreland County
SWRO
0622803 Joint DEP/PFBC Pesticides Permit New Keturakis Paul
1134 Elverson Road
Morgantown, PA 19543-9497
Caernarvon Township
Berks County
SCRO
1522806 Joint DEP/PFBC Pesticides Permit New Rock Hill Farm
2320 S Valley Road
Berwyn, PA 19312
Willistown Township
Chester County
SERO
3822201 Manure Storage and Wastewater Impoundments Individual WQM Permit New Duane Copenhaver
984 Forney Lane
Lebanon, PA 17042-4714
South Annville Township
Lebanon County
SCRO
PA0001350 Minor Sewage Facility
< 0.05 MGD
Individual NPDES Permit
Transfer Washington County
Land Resources, Inc.
46226 National Road
Saint Clairsville, OH 43950-8742
Somerset Township
Washington County
SWRO
PA0216160 Minor Sewage Facility
< 0.05 MGD
Individual NPDES Permit
Transfer Washington County
Land Resources, Inc.
46226 National Road
Saint Clairsville, OH 43950-8742
South Strabane Township
Washington County
SWRO
4189203 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Lycoming Engines
652 Oliver Street
Williamsport, PA 17701-4410
Williamsport City
Lycoming County
NCRO
2110401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Silver Spring Country Estates
9450 SW Gemini Drive
# 65221
Beaverton, OR 97008-7105
Silver Spring Township
Cumberland County
SCRO
3499401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Twin Borough
Sanitary Authority
Juniata County
P.O. Box 118
17 River Drive
Mifflin, PA 17058-0118
Milford Township
Juniata County
SCRO
467S050 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Washington County
Land Resources, Inc.
46226 National Road
Saint Clairsville, OH 43950-8742
Somerset Township
Washington County
SWRO
4795401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Great Dane, LLC
222 N La Salle Street
Suite 1000
Chicago, IL 60601-1007
Limestone Township
Montour County
NCRO
6303403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Washington County
Land Resources, Inc.
46226 National Road
Saint Clairsville, OH 43950-8742
Amwell Township
Washington County
SWRO
6379410 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Washington County
Land Resources, Inc.
46226 National Road
Saint Clairsville, OH 43950-8742
South Strabane Township
Washington County
SWRO
NOEXSC380 No Exposure Certification New Graham Packaging Co.
700 Indian Springs Drive
Lancaster, PA 17601-7800
Manchester Township
York County
SCRO
PAG040064 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Cornes Thomas
208 Neiffer Road
Schwenksville, PA 19473-1410
Limerick Township
Montgomery County
SERO
PAG049446 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Catherine & Michael Hoopaugh
874 Bartlett Road
Harborcreek, PA 16421-1130
Harborcreek Township
Erie County
NWRO
PAG109620 PAG-10 NPDES General Permit for Hydrostatic Test Water Renewal Transcontinental Gas
Pipe Line Co., LLC
2800 Post Oak Boulevard
Houston, TX 77056-6100
Statewide
CO
2514404 Sewer Extensions Individual WQM Permit Amendment Summit Township
Sewer Authority
Erie County
68 Port Access Road
Erie, PA 16507-2204
Erie City
Erie County
NWRO
PA0255718 Single Residence STP
Individual NPDES Permit
Transfer Damron Loretta A
2149 Henry Road
Sewickley, PA 15143-9173
Sewickley Hills Borough
Allegheny County
SWRO
PA0288748 Single Residence STP
Individual NPDES Permit
Transfer David & Joyce Mahan
1070 Stone Springhouse Road
Titusville, PA 16354-7072
Cherrytree Township
Venango County
NWRO
0220402 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Damron Loretta A
2149 Henry Road
Sewickley, PA 15143-9173
Sewickley Hills Borough
Allegheny County
SWRO
2522413 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Jacqueline & Ross Fonticella
6501 Franklin Road
Fairview, PA 16415-2442
Fairview Township
Erie County
NWRO
6120403 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer David & Joyce Mahan
1070 Stone Springhouse Road
Titusville, PA 16354-7072
Cherrytree Township
Venango County
NWRO
6222405 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Milliron Jacob
68 Apple Tree Lane
Coudersport, PA 16915-8477
Limestone Township
Warren County
NWRO
6522400 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Poole David W
267 Mendon Road
Smithton, PA 15479-8741
South Huntingdon Township
Westmoreland County
SWRO
PA0056294 Small Flow Treatment Facility Individual NPDES Permit Transfer Shree Hari Golf, LLC
1921 Ludwig Road
Gilbertsville, PA 19525-9438
New Hanover Township
Montgomery County
SERO
WQG018635 WQG-01 WQM General Permit Transfer Catherine & Michael Hoopaugh
874 Bartlett Road
Harborcreek, PA 16421-1130
Harborcreek Township
Erie County
NWRO
WQG02652201 WQG-02 WQM General Permit New Penn Twp Sewer Authority
12441 Route 993
N Huntingdon, PA 15642-4264
N Huntingdon Township
Westmoreland County
SWRO

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

PA0029831, Sewage, SIC Code 8211, Sullivan County School District, P.O. Box 240, Laporte, PA 18626-0240. Facility Name: Sullivan County School District Treatment Plant. This existing facility is located in Laporte Borough, Sullivan 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 Mill Creek (EV (existing use)), is located in State Water Plan watershed 10-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 0.018 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.02 XXX 0.05
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 9.5 XXX 19
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6
E. Coli (No./100 ml) XXX XXX XXX Report
Daily Max
XXX XXX
Total Nitrogen XXX Report
Daily Max
XXX Report
Daily Max
XXX XXX
Total Phosphorus XXX Report
Daily Max
XXX Report
Daily Max
XXX XXX

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

 The EPA Waiver is in effect.

PA0114472, Sewage, SIC Code 4952, Cherry Township Board of Supervisors, 11961 Route 87, Dushore, PA 18614-7440. Facility Name: Cherry Township Wastewater Treatment Plant. This existing facility is located in Cherry Township, Sullivan 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), Birch Creek (EV (existing use)), is located in State Water Plan watershed 10-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 0.07 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX 0.05
Carbonaceous Biochemical Oxygen Demand (CBOD5) 14 23 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 17 26 XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report Report XXX Report Report XXX
 May 1 - Oct 31 6.0 9.0 XXX 11.0 16.0 22
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 570-327-3693.

 The EPA Waiver is in effect.

PA0233188, Sewage, SIC Code 4952, South Centre Township, 6260 4th Street, Bloomsburg, PA 17815-8731. Facility Name: South Centre Township Sewer System. This proposed facility is located in South Centre Township, Columbia County.

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

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 5-D and is classified for Warm 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 0.384 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Instantaneous
Minimum
Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 75 125 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 90 140 XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report Report XXX Report Report XXX
 May 1 - Oct 31 75 125 XXX 25.0 40.0 50
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 4,361
Total
Annual
XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 698
Total
Annual
XXX XXX XXX XXX

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

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

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

 • Other Requirements

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

 The EPA Waiver is not in effect.

PA0233226, Sewage, SIC Code 4952, Frederick R. Cleaver, Jr & Christine R. Cleaver, 2244 Egypt Road, Woodland, PA 16881-8815. Facility Name: Frederick R. Cleaver, Jr & Christine R. Cleaver. This proposed facility is located in Bradford Township, Clearfield 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), Sulphur 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 0.0004 MGD.

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

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

 The EPA Waiver is in effect.

Northwest Regional Office

PA0290491, Sewage, SIC Code 8800, Rod E Wilt, 262 Leech Road, Greenville, PA 16125-9428. Facility Name: Rod Wilt SRSTP. This proposed facility is located in Highland Township, Clarion 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), Clarion River, is located in State Water Plan watershed 17-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

PA0290629, Sewage, SIC Code 4952, 8800, Sherri Thompson, 10020 Springboro Road, Springboro, PA 16435-2448. Facility Name: Sherri Thompson SRSTP. This proposed facility is located in Spring Township, Crawford County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0261769, Industrial, SIC Code 2672,2891, Adhesives Research, Inc., 400 Seaks Run Road, Glen Rock, PA 17327-9500. Facility Name: Adhesives Research Inc. This existing facility is located in Springfield 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 Seaks Run (HQ-CWF), is located in State Water Plan watershed 7-H 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 .00085 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .00085 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

 The proposed effluent limits for Outfall 001 are based on a design flow of .00085 MGD.—Limits.

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

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.0 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

PA0262072, Industrial, SIC Code 2033, Knouse Foods Cooperative, Inc., 53 East Hanover Street, Biglerville, PA 17307. Facility Name: Knouse Foods Peach Glen Fruit Proc Facility. This existing facility is located in Huntington Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Bermudian Creek (WWF, MF), is located in State Water Plan watershed 7-F and is classified for Warm 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 0.217 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Color (Pt-Co Units)
 (Pt-Co Units)
XXX XXX XXX 91 182 228
Biochemical Oxygen
 Demand (BOD5)
18.1 36.2 XXX 10.0 20.0 25.0
Total Suspended Solids 18.1 36.2 XXX 10.0 20.0 25.0
Osmotic Pressure
 (mOs/kg)
XXX XXX XXX Report Report XXX
Ammonia-Nitrogen
 May 1 - Oct 31 3.6 7.2 XXX 2.0 4.0 5.0
 Nov 1 - Apr 30 10.9 21.7 XXX 6.0 12.0 15.0
Total Nitrogen 21.7 43.4 XXX 12.0 24.0 30.0
Total Phosphorus 0.9 1.8 XXX 0.5 1.0 1.25
Aluminum, Total 1.053 1.643 XXX 0.582 0.908 1.455
Iron, Dissolved 0.657 1.024 XXX 0.363 0.566 0.908
Zinc, Total 0.166 0.250 XXX 0.092 0.138 0.23
Oil and Grease XXX 27.1 XXX XXX 15.0 30.0
Iron, Total 3.285
Avg Qrtly
5.125 XXX 1.815
Avg Qrtly
2.832 4.538
Lead, Total (ug/L) 0.005
Avg Qrtly
0.009 XXX 3.02
Avg Qrtly
4.71 7.54
Manganese, Total (ug/L) Report
Avg Qrtly
Report XXX Report
Avg Qrtly
Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Temperature (deg F) (°F)
 Downstream Monitoring
XXX XXX XXX Report XXX XXX
Temperature (deg F) (°F)
 Upstream Monitoring
XXX XXX XXX Report XXX XXX
Temperature (deg F) (°F) XXX XXX XXX Report XXX XXX
Copper, Total (ug/L) Report Report XXX Report Report XXX
Selenium, Total (ug/L) Report Report XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX 42.3 XXX XXX
 Feb 1 - 28 XXX XXX XXX 42.5 XXX XXX
 Mar 1 - 31 XXX XXX XXX 48.9 XXX XXX
 Apr 1 - 15 XXX XXX XXX 53.9 XXX XXX
 Apr 16 - 30 XXX XXX XXX 56.9 XXX XXX
 May 1 - 15 XXX XXX XXX 58.1 XXX XXX
 May 16 - 31 XXX XXX XXX 62.1 XXX XXX
 Jun 1 - 15 XXX XXX XXX 65.3 XXX XXX
 Jun 16 - 30 XXX XXX XXX 69.3 XXX XXX
 Jul 1 - 31 XXX XXX XXX 72.7 XXX XXX
 Aug 1 - 15 XXX XXX XXX 72.6 XXX XXX
 Aug 16 - 31 XXX XXX XXX 71.6 XXX XXX
 Sep 1 - 15 XXX XXX XXX 67.5 XXX XXX
 Sep 16 - 30 XXX XXX XXX 64.5 XXX XXX
 Oct 1 - 15 XXX XXX XXX 63.5 XXX XXX
 Oct 16 - 31XXX XXX XXX 58.5 XXX XXX
 Nov 1 - 15 XXX XXX XXX 50.7 XXX XXX
 Nov 16 - 30 XXX XXX XXX 45.7 XXX XXX
 Dec 1 - 31 XXX XXX XXX 42.0 XXX XXX
Temperature (deg F) (°F)
 Downstream Monitoring
XXX XXX XXX Report XXX XXX
Temperature (deg F) (°F)
 Upstream Monitoring
XXX XXX XXX Report XXX XXX
Copper, Total (ug/L) 0.018 0.028 XXX 10.1 15.2 25.2
Selenium, Total (ug/L) 0.013 0.02 XXX 7.05 11.0 17.6

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report XXX XXX XXX
Fecal Coliform (No./100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 25.0 XXX 50.0
 Nov 1 - Apr 30 XXX XXX XXX Report XXX XXX

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

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

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

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

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

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

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

 The EPA Waiver is in effect.

PA0026051, Sewage, SIC Code 4952, Chambersburg Borough, 100 S 2nd Street, Chambersburg, PA 17201-2515. Facility Name: Chambersburg Borough STP. This existing facility is located in Chambersburg Borough, Franklin 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), Conococheague Creek (WWF), is located in State Water Plan watershed 13-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 11.28 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Daily
Minimum
Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.27 XXX 0.87
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 2,351 3,763 XXX 25 40 50
 May 1 - Oct 31 1,411 2,257 XXX 15 24 30
Total Suspended Solids 2,822 4,233 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 846 XXX XXX 9.0 XXX 18
 May 1 - Oct 31 282 XXX XXX 3.0 XXX 6
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Aluminum, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Copper, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Zinc, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 11.28 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Daily
Minimum
Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.27 XXX 0.87
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 2,351 3,763 XXX 25 40 50
 May 1 - Oct 31 1,411 2,257 XXX 15 24 30
Total Suspended Solids 2,822 4,233 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ultraviolet light intensity
  (mW/cm2)
XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 846 XXX XXX 9.0 XXX 18
 May 1 - Oct 31 282 XXX XXX 3.0 XXX 6
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Aluminum, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Copper, Total 1.98 3.09
Daily Max
XXX 0.021 0.033
Daily Max
0.053
Zinc, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 11.28 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Maximum Instant. Maximum
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 monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 124,199
Total
Annual
XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 16,560
Total
Annual
XXX XXX XXX XXX

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

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

 The EPA Waiver is not in effect.

PA0026441, Sewage, SIC Code 4952, Lemoyne Borough Municipal Authority, 3 Lowther Street, Lemoyne, PA 17043-2029. Facility Name: Lemoyne STP. This existing facility is located in Lemoyne Borough, Cumberland County.

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

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-C and is classified for Warm 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 .9 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) 187 300 XXX 25.0 40.0 50
Total Suspended Solids 225 337 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
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 15 XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Zinc, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .9 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Daily
Minimum
Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 187 300 XXX 25.0 40.0 50
Total Suspended Solids 225 337 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
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 15 XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Zinc, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .9 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Maximum Instant. Maximum
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 001 are based on a design flow of .9 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Maximum Instant. Maximum
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 19,433
Total
Annual
XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 2,429
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX

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

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

 The EPA Waiver is not in effect.

PA0084778, Sewage, SIC Code 4952, Granville Township Municipal Authority, Mifflin County, 100 Helen Street, Lewistown, PA 17044-2437. Facility Name: Granville Township Strodes Mills STP. This existing facility is located in Granville Township, Mifflin 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), Strodes Run (HQ-CWF), is located in State Water Plan watershed 12-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.066 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instantaneous
Minimum
Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 13.0 22.0
Wkly Avg
XXX 25.0 40.0 50.0
BOD5
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 16.0 24.0
Wkly Avg
XXX 30.0 45.0 60.0
Total Suspended Solids
Raw Sewage Influent
Report Report XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 May 1 - Oct 31 1.5 XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 5.0 XXX XXX 9.0 XXX 18.0

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

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

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

 • Stormwater prohibition

 • Notification of the designation of responsible operator

 • Hauled-in waste restriction

 • Notification for TRC

 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.

PA0085511, Sewage, SIC Code 4952, West Hanover Township Water & Sewer Authority, 7901 Jonestown Road, Harrisburg, PA 17112-9728. Facility Name: West Hanover Township STP. This existing facility is located in West Hanover Township, Dauphin 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 Manada Creek (WWF), is located in State Water Plan watershed 7-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 .78 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Daily
Minimum
Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 162 260
Wkly Avg
XXX 25.0 40.0 50
BOD5
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 195 292
Wkly Avg
XXX 30.0 45.0 60
Total Suspended Solids
 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 transmittance (%) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 29 XXX XXX 4.5 XXX 9
 May 1 - Oct 31 10 XXX XXX 1.5 XXX 3
Ammonia-Nitrogen
 (Total Load, lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 13 XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Copper, Total 0.065 XXX XXX 0.010 XXX 0.025
Lead, Total 0.020 XXX XXX 0.003 XXX 0.008
Zinc, Total 0.78 XXX XXX 0.12 XXX 0.3
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 14,246
Total
Annual
XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 1,900
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX

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

 • The permittee is authorized to use 2,250 lbs/year as Total Nitrogen (TN) offsets toward compliance with the Annual Net TN mass load limitations (Cap Loads)

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

 • Stormwater Prohibition

 • Approval Contingencies

 • Solids Management

 • Restriction on Receipt of Hauled in Waste under Certain Conditions

 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.

PA0087955, Sewage, SIC Code 4941, 4952, Cassville Water & Sewer Authority, Huntingdon County, P.O. Box 48, Cassville, PA 16623-0048. Facility Name: Cassville STP. This existing facility is located in Cass Township, Huntingdon 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 Little Trough Creek (TSF), is located in State Water Plan watershed 11-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 6.3 10.0
Wkly Avg
XXX 25.0 40.0 50.0
BOD5
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 7.5 11.3
Wkly Avg
XXX 30.0 45.0 60.0
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 May 1 - Oct 31 1.0 XXX XXX 4.0 XXX 8.0
 Nov 1 - Apr 30 3.0 XXX XXX 12.0 XXX 24.0

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

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

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

 • Stormwater prohibition

 • Notification of designation of responsible operator

 • Hauled-in waste restriction

 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.

PA0291587, Sewage, SIC Code 6514, Thomas Lightner, 317 N Mountain Road, Newville, PA 17241-9731. Facility Name: Thomas Lightner Res. This proposed facility is located in Upper Frankford Township, Cumberland County.

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

 The receiving stream(s), Unnamed Tributary of Bloser Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Warm 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
pH (S.U.) XXX XXX 5.0
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 717-705-4732.

 The EPA Waiver is in effect.

Southwest Regional Office

PA0040843, Sewage, SIC Code 7032, Lutheran Camp Association, Inc., P.O. Box 245, Jennerstown, PA 15547-0245. Facility Name: Sequanota Lutheran Conference Center & Camp. This existing facility is located in Jenner Township, Somerset County.

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

 The receiving stream(s), Unnamed Tributary to Pickings Run (HQ-CWF), is located in State Water Plan watershed 18-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
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
E. Coli (No./100 ml) XXX XXX XXX Report
Avg. Annual
XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.)
 Sep 1 - May 31 XXX XXX 6.0
Daily Min
XXX XXX 9.0
 Jun 1 - Aug 31 XXX XXX 6.0
Daily Min
XXX XXX 9.0
Dissolved Oxygen
 Sep 1 - May 31 XXX XXX 6.0
Inst Min
XXX XXX XXX
 Jun 1 - Aug 31 XXX XXX 6.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC)
 Sep 1 - May 31 XXX XXX XXX 0.168 XXX 0.548
 Jun 1 - Aug 31 XXX XXX XXX 0.168 XXX 0.548
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)
 Nov 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Oct 31 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 13.5 XXX 27.0
 May 1 - Oct 31 XXX XXX XXX 4.5 XXX 9.0

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

 • Optimization of chlorine dosage

 • Solids management for non-lagoon system

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

 The EPA Waiver is in effect.

PA0252492, Sewage, SIC Code 4952, Shippingport Borough, P.O. Box 76, Shippingport, PA 15077-0076. Facility Name: Shippingport Borough. This existing facility is located in Shippingport Borough, 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), Ohio River (WWF), is located in State Water Plan watershed 20-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0985 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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0985 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
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
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) 20.5 32.86 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent
XXX XXX XXX Report XXX XXX
Total Suspended Solids 24.64 36.98 XXX 30.0 45.0 60
Fecal Coliform (No./100 ml)
 Nov 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Oct 31 XXX XXX XXX 200
Geo Mean
XXX 400
Ammonia-Nitrogen Report XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0985 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 in effect.

PA0284777, Sewage, SIC Code 8800, Michael E Hallam, 225 Tate Road, Hookstown, PA 15050-1237. Facility Name: Hallam Property STP. This proposed facility is located in Aliquippa City, Beaver 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), Tributary 33531 of Wolf Run (WWF), is located in State Water Plan watershed 20-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average
Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Inst Max
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
XXX 1,000

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

 The EPA Waiver is in effect.

Northeast Regional Office

PAS222201, Storm Water, SIC Code 2491, UFP Stockertown, LLC, 2801 East Beltline Avenue NE, Grand Rapids, MI 49525-9680. Facility Name: UFP Stockertown, LLC. This existing facility is located in Stockertown Borough, Northampton County.

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

 The receiving stream(s), Unnamed Tributary to Bushkill Creek (HQ-CWF), is located in State Water Plan watershed 1-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD (stormwater).

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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow 0 MGD (stormwater).

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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD (stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD (stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD (stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.


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

Application Number Application Type Applicant Name & Address Municipality, County Office
PAD150251 New Carolyn Garson
980 Hershey Mill Road
Malvern, PA 19355
East Goshen Township
Chester County
SERO
PAD150254 New Deckman Motor and Pump, Inc.
Thomas Cosgrove
49 West Front Street
Bridgeport, PA 19405-1022
Schuylkill Township
Chester County
SERO
PAD150251 Amend NP Whitaker Ave
Industrial, LLC
4825 NW 41st Street
Suite 500
Riverside, MO 64150
City of Philadelphia
Philadelphia County
SERO
PAD510211 A-1 Amend NP Whitaker Ave
Industrial, LLC
4825 NW 41st Street
Suite 500
Riverside, MO 64150
City of Philadelphia
Philadelphia County
SERO
PAC7000010 PAG-02-New PA DEP
Bureau of
Abandoned Mine Reclamation
2 Public Square
Fifth Floor
Wilkes-Barre, PA 18701-0790
Kline Township
Schuylkill County Hazle Township
Luzerne County
PA DEP Bureau of
Abandoned Mine Reclamation 2 Public Square
Fifth Floor
Wilkes-Barre, PA 18701-0790
570-826-2371
PAD480171 New Collaboration 3A, LLC
One E. Broad Street
Suite 310
Bethlehem, PA 18018
Bethlehem Township
Northampton County
NERO
PAD480016 A-2 Renewal Lafayette College Facilities Planning & Construction
901 Bushkill Drive
Easton, PA 18042
City of Easton
Northampton County
NERO
PAD450019A-1 Renewal Snydersville Development Group, LLC
P.O. Box K
Stroudsburg, PA 18360
Hamilton Township
Monroe County
NERO
PAD480166 New Farmstead Realty
Holdings, LLC
c/o Adam Flatt

530 East 3rd Street

Bethlehem, PA 18015
Plainfield Township
Northampton County
NERO
PAD480167 New GIC Lehigh Vally, LLC
c/o Brian Kobularcik
18201 Von Karman Avenue
Suite 1170
Irvine, CA 92612
Forks Township
Northampton County
NERO
PAD480169 New Posh Properties No. 46
Hanson, LLC
c/o Joe Posh
2216 Willow Park Road
Bethlehem, PA 18020
Forks Township
Northampton County
NERO
PAD480172 New RDD Apartments, LLC
308 E. Lancaster Avenue
Suite 235
Wynnewood, PA 19096
City of Bethlehem
Northampton County
NERO
PAD360020 Renewal Solanco School District
121 South Hess Street
Quarryville, PA 17566
Fulton Township Lancaster County SCRO
PAD360064 New Brendan and Celine Field
836 Memorial Highway
Oley, PA 19547-9202
Oley Township
Berks County
SCRO
PAD060061 New Ammon Zimmerman
201 Kohler Road
Kutztown, PA 19530
Longswamp Township Berks County SCRO
PAD650036 Renewal Export Fuel
231 York Lane
Export, PA 15632
Salem Township Westmoreland County SWRO
PAD370009 New New Castle Area
Transit Authority
311 Mahoning Avenue
New Castle, PA 16102
New Castle City
Lawrence County
NWRO

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