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PA Bulletin, Doc. No. 24-1614

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[54 Pa.B. 7369]
[Saturday, November 9, 2024]

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 DEP 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 identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A 30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 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 DEP 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.

 Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).


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
PAD480145 Chapter 102 Individual NPDES Permit Transfer Blue Slate Real Estate
842 New Galena Road
Doylestown, PA 18901-5520
Plainfield Township
Northampton County
NERO
0913803 Joint DEP/PFBC Pesticides Permit Renewal Schadt Mark
2257 Pleasant Hollow Road
Coopersburg, PA 18036-9658
Springfield Township
Bucks County
SERO
0608403 Major Sewage Treatment Facility Individual WQM Permit Amendment Sinking Spring Borough
Berks County
3940 Penn Avenue
Sinking Spring, PA 19608-1168
Spring Township
Berks County
SCRO
3705401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Ellport Borough Sewer Authority
Lawrence County
313 Burns Avenue
Ellwood City, PA 16117-3910
Ellport Borough
Lawrence County
NWRO
4803407 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Portland Borough
Northampton County
206 Division Street
P.O. Box 476
Portland, PA 18351-0476
Portland Borough
Northampton County
NERO
NOEXSE370 No Exposure Certification New Samtec
690 Enterprise Drive
Royersford, PA 19468-1290
Limerick Township
Montgomery County
SERO
NOEXSW028 No Exposure Certification Renewal Tech Met Properties LLC
79 E 8th Street
Donora, PA 15033-3318
Donora Borough
Washington County
SWRO
PAG030090 PAG-03 NPDES General Permit for Industrial Stormwater Transfer HSI Recycling LLC
2320 Big Oak Road
Langhorne, PA 19047-1910
Middletown Township
Bucks County
SERO
PAG034094 PAG-03 NPDES General Permit for Industrial Stormwater New Stevens Feed Mill Inc.
P.O. Box 7
Stevens, PA 17578-0007
East Cocalico Township
Lancaster County
SCRO
PAG034095 PAG-03 NPDES General Permit for Industrial Stormwater New Riverside Compost LLC
P.O. Box 159
Oxford, PA 19363-0159
Little Britain Township
Lancaster County
SCRO
PAG035053 PAG-03 NPDES General Permit for Industrial Stormwater New K&R Operations LLC
351 Industrial Parkway
Muncy, PA 17756-6657
Muncy Borough
Lycoming County
NCRO
PAG038616 PAG-03 NPDES General Permit for Industrial Stormwater New Lindy Paving Inc.
1807 Shenango Road
New Galilee, PA 16141-2241
Hermitage City
Mercer County
NWRO
PA0284823 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Amendment Stollar James A Jr
362 Armstrong Drive
Washington, PA 15301-7725
Canton Township
Washington County
SWRO
PAG041431 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Barbara & Jeffrey Lojek
25645 N Mosiertown Road
Edinboro, PA 16412-4149
Hayfield Township
Crawford County
NWRO
PAG041432 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Hall Dale
1242 Nebraska Road
Tionesta, PA 16353
Green Township
Forest County
NWRO
PAG041433 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Munterich James
2639 Mercer Pike
Cochranton, PA 16314-4007
Greenwood Township
Crawford County
NWRO
PAG041434 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Kelly & Ronald Glas
11161 Phillipsville Colt Station Road
Wattsburg, PA 16442-1611
Venango Township
Erie County
NWRO
PAG045306 PAG-04 NPDES General Permit for Small Flow Treatment Facilities New Brank Patience M
48 Lee Run Road
Mahaffey, PA 15757-9400
Greenwood Township
Clearfield County
NCRO
PAG046332 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer PA DOT Engineering
District 11 0
45 Thoms Run Road
Bridgeville, PA 15017-2834
Sewickley Heights Borough
Allegheny County
SWRO
PAG049183 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Jeremy & John Hensberger
5059 Meadowridge Lane
Gibsonia, PA 15044-8235
Mineral Township
Venango County
NWRO
PAG136167 PAG-13 NPDES General Permit for MS4s Renewal Hunker Borough
Westmoreland County
P.O. Box 350
Hunker, PA 15639-0350
Hunker Borough
Westmoreland County
SWRO
PAG136399 PAG-13 NPDES General Permit for MS4s Renewal Hyde Park Borough Westmoreland County
P.O. Box 222
Hyde Park, PA 15641
Hyde Park Borough
Westmoreland County
SWRO
3007256 Pump Stations Individual WQM Permit Transfer Hermitage Municipal Authority Mercer County
800 North Hermitage Road
Hermitage, PA 16148
Hermitage City
Mercer County
NWRO

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

PA0209317, Sewage, SIC Code 8059, Eagle Ridge Personal Care Home LLC, 2997 Renovo Road, Mill Hall, PA 17751-8537. Facility Name: Eagle Ridge Personal Care Home. This existing facility is located in Colebrook Township, Clinton 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), Tangascootack 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 0.005 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 0.5 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 2000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen XXX XXX XXX Report

SEMI AVG
XXX Report
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

 • Other Requirements

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0060887, Sewage, SIC Code 5812, Independence Drive Assoc LP, P.O. Box 392, Milford, PA 18337-0392. Facility Name: Mugg's Country Kitchen-Lakeview True Value Hardware. This existing facility is located in Palmyra Township, Pike 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), Decker Creek (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 .007 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Nitrate-Nitrite as N XXX XXX XXX Report

Avg Qrtly
XXX XXX
Total Nitrogen XXX XXX XXX Report

Avg Qrtly
XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report

Avg Qrtly
XXX XXX
Total Phosphorus XXX XXX XXX Report

Avg Qrtly
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Limits.

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

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.33 XXX 1.08
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 17.0 XXX 34
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2000
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 9.0 XXX 18
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6

 The proposed effluent limits for Outfall 001 are based on a design flow of .007 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

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

 • TRC Minimization

 • Solids Management

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0063096, Sewage, SIC Code 4952, Schuylkill County Municipal Authority, P.O. Box 960, Pottsville, PA 17901-0960. Facility Name: SCMA Seiders Hill WWTP. This existing facility is located in North Manheim Township, Schuylkill County.

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

 The receiving stream(s), West Branch Schuylkill River (CWF), is located in State Water Plan watershed 3-A 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 .090 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
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.50 XXX 1.63
Carbonaceous Biochemical Oxygen Demand (CBOD5) Report
XXX XXX 25.0 50.0 50.0
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report
XXX XXX Report
Report
XXX
BOD5 Minimum % Removal (%) 85
Min Mo Avg
XXX XXX XXX XXX XXX
Total Suspended Solids Report
XXX XXX 30.0 60.0 60.0
Total Suspended Solids
 Raw Sewage Influent
Report
XXX XXX Report
Report
XXX
Total Suspended Solids Minimum % Removal (%) 85
Min Mo Avg
XXX XXX XXX XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen Report
XXX XXX 25.0 50.0 50.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .090 MGD.—Limits.

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

Annl Avg
XXX XXX Report

Annl Avg
Report
XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Nitrate-Nitrite as N (lbs/year) Report

Annl Avg
XXX XXX Report

Annl Avg
Report
XXX
Total Nitrogen (lbs/year) Report

Annl Avg
XXX XXX Report

Annl Avg
Report
XXX
Total Kjeldahl Nitrogen (lbs/year) Report

Annl Avg
XXX XXX Report

Annl Avg
Report
XXX
Total Phosphorus (lbs/year) Report

Annl Avg
XXX XXX Report

Annl Avg
Report
XXX

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; WQM permit (construction of additional treatment trains); Chapter 94 reporting (as-built organic design capacity); and Solids management.

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0063525, Sewage, SIC Code 8211, Pocono Mountain School District, P.O. Box 200, Swiftwater, PA 18370-0200. Facility Name: Clear Run WWTP. This existing facility is located in Coolbaugh Township, Monroe 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), Clear Run (HQ-CWF), is located in State Water Plan watershed 2-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 0.027 MGD.

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

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 1.45
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2000
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 4.5 XXX 9.0
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
Total Phosphorus XXX XXX XXX 1.0 XXX 2.0
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
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

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

 • Solids Management

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

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0023540, Sewage, SIC Code 4952, Berks Montgomery Municipal Authority, 136 Municipal Drive, Gilbertsville, PA 19525-9463. Facility Name: Berks Montgomery Morysville STP. This existing facility is located in Colebrookdale Township, Berks County.

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

 The receiving stream(s), Ironstone Creek (CWF (existing use)), is located in State Water Plan watershed 3-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 0.32 MGD.—Limits.

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

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 66.7 106.7 XXX 25.0 40.0 50.0
BOD5
 Raw Sewage Influent
Report
Report

Daily Max
XXX Report
XXX XXX
Total Suspended Solids 80.1 120.1 XXX 30.0 45.0 60.0
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 2,000.0
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200.0
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
Ammonia-Nitrogen
 Nov 1 - Apr 30
20.0 XXX XXX 7.5 XXX 15.0
 May 1 - Oct 31 6.67 XXX XXX 2.5 XXX 5.0
Copper, Total 0.035 XXX XXX 0.013 0.02 0.026
Total Dissolved Solids Report

Avg Qrtly
XXX XXX 1,000.0
Avg Qrtly
XXX 2,500
Total Nitrogen Report

Avg Qrtly
XXX XXX Report

Avg Qrtly
XXX XXX
Total Phosphorus Report

Avg Qrtly
XXX XXX Report

Avg Qrtly
XXX XXX

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

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0040541, Sewage, SIC Code 8211, Boyertown Area School District, 911 Montgomery Avenue, Boyertown, PA 19512-9699. Facility Name: Earl Township Elementary School. This existing facility is located in Earl Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary to Oysterville Creek (CWF), is located in State Water Plan watershed 3-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 .0055 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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0055 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
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) 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 2000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen XXX XXX XXX 20.0 XXX 40.0

 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.

Southcentral Regional Office

PA0041505, Sewage, SIC Code 6515, Berks Properties Inc., 3613 Seisholtzville Road, Hereford, PA 18056-1542. Facility Name: Hereford Estates MHP. This existing facility is located in Hereford Township, Berks County.

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

 The receiving stream(s), Perkiomen Creek (TSF), is located in State Water Plan watershed 3-E 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 .125 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
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25.0 XXX 50
Total Suspended Solids 31.3 XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000.0 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200.0 XXX 1,000.0
Ammonia-Nitrogen
 Nov 1 - Apr 30
XXX XXX XXX 20.0 XXX 40
 May 1 - Oct 31 XXX XXX XXX 14.0 XXX 28
Total Phosphorus 0.52 XXX XXX 0.5 XXX 1

 The proposed effluent limits for Outfall 001 are based on a design flow of .125 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
E. Coli (No./100 ml) XXX XXX XXX XXX Report
XXX
Total Nitrogen XXX XXX XXX Report

Avg Qrtly
XXX XXX

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

 The EPA Waiver is not in effect.

Southcentral Regional Office

PA0232475, Concentrated Animal Feeding Operation (CAFO), Andrew A. Reiff (West Buffalo Township Swine Finishing Operation), 8245 Buffalo Road, Mifflinburg, PA 17844-7856.

 Andrew A. Reiff has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as West Buffalo Township Swine Finishing Operation, located in West Buffalo Township, Union County.

 The CAFO is situated near Rapid Run (HQ-CWF, MF) in Watershed 10-C, which is classified for High Quality-Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 750.77 animal equivalent units (AEUs) consisting of 4,800 Swine grow finish: 10—28 wk. Liquid swine manure is stored onsite in a concrete underbarn storage with dimensions 501` x 81` x 5` and a usable capacity of 1,330,023 gallons at the minimum required freeboard of 6 inches. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

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

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

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

Southcentral Regional Office

PA0260274, Concentrated Animal Feeding Operation (CAFO), Hillside Poultry Farm Inc. (Hillside Poultry Farm CAFO), 1849 Letterkenny Road, Chambersburg, PA 17201-8733.

 Hillside Poultry Farm Inc. has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Hillside Poultry Farm CAFO, located in Greene Township, Franklin County.

 The CAFO is situated near Unnamed Tributary of Conococheague Creek (CWF, MF) in Watershed 13-C, which is classified for Cold Water Fishes and Migratory Fishes. The CAFO is designed to maintain an animal population of approximately 1,469.72 animal equivalent units (AEUs) consisting of 10 dairy calves, 691,182 layers, and 170,000 pullets. Manure is kept in stacking pads located at each building. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

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

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

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

Southeast Regional Office

PA0050750, Sewage, SIC Code 4952, Umh Properties Inc., 150 Clay Street St, Suite 450, Morgantown, WV 26501. Facility Name: Oxford Village MHP. This existing facility is located in Penn 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(s), East Branch Big Elk Creek (HQ-TSF, MF), is located in State Water Plan watershed 7-K and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .047 MGD.—Limits.

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

Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX Report

Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .047 MGD.—Limits.

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

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25 XXX 50
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 XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen XXX XXX XXX 20 XXX 40

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

 • No Stormwater

 • Acquire Necessary Property Rights

 • Sludge Disposal Requirement

 • Abandon STP When Municipal Sewers Available

 • Total Residual Chlorine Requirement

 • Notification of Designation Operator

 • 2/Month Sampling

 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.

Southeast Regional Office

PA0056294, Sewage, SIC Code 7997, Shree Hari Golf LLC, 1921 Ludwig Road, Gilbertsville, PA 19525-9438. Facility Name: Shree Hari Golf LLC. This existing facility is located in New Hanover Township, Montgomery County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0015 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (GPD) 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 0.5 XXX 1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30
XXX XXX XXX 20 XXX 40
 May 1 - Oct 31 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30
XXX XXX XXX 9.0 XXX 18.0
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0

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

 A. Submit AMR

 B. Submit DMR

 C. Depth of Septage

 D. Solids Removal Requirements

 E. TRC Requirements

 F. No Stormwater

 G. Obtain Necessary Property Rights

 H. Proper Sludge Disposal

 I. Connect to Public Sewers if Required

 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.

Southeast Regional Office

PA0056847, Sewage, SIC Code 4952, East Rockhill Township, 1622 Ridge Road, Perkasie, PA 18944. Facility Name: East Rockhill Township WWTP. This existing facility is located in East Rockhill Township, Bucks 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), East Branch Perkiomen Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.113 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30
24 38 XXX 25 40 50
 May 1 - Oct 31 19 28 XXX 20 30 40
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent
Report
XXX XXX Report
XXX XXX
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 28 42 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 200
Geo Mean
XXX 1,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report
XXX XXX XXX
Total Nitrogen XXX XXX XXX Report
XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30
14.1 XXX XXX 15 XXX 30
 May 1 - Oct 31 9.4 XXX XXX 10 XXX 20
Total Phosphorus 1.9 XXX XXX 2.0 XXX 4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.113 MGD.—Limits.

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

Avg Qrtly
XXX XXX

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

 • No stormwater from pavements, area ways, roofs shall be admitted to sanitary sewers

 • Proper disposal of collected screenings, slurries, sludges, and other solids

 • Permittee shall optimize chlorine dosages to minimize TRC in effluent

 • Permittee shall notify DEP of Operator in responsible charge

 • Permittee shall develop and maintain Operations and Maintenance (O&M) Plan

 • Seasonal effluent limits for fecal coliform

 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.

Southeast Regional Office

PA0244350, Sewage, SIC Code 4952, James Alpha, 1650 Fels Road, Pennsburg, PA 18073-2423. Facility Name: Alpha SRSTP. This proposed facility is located in Milford Township, Bucks 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), Hazelbach Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a 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 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 • AMR

 • DMR

 • Depth of sewage

 • Pump tanks

 • Chlorine minimization

 • No stormwater

 • Property rights

 • Solid waste management

 • Municipal facilities

 • UV disinfection

 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.

Southeast Regional Office

PAI130094, MS4, London Britain Township, Chester County, P.O. Box 215, Kemblesville, PA 19347-0215.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in London Britain Township, Chester County. The receiving stream(s), West Branch White Clay Creek (TSF, MF), Unnamed Tributary to White Clay Creek (TSF, MF), and White Clay Creek (CWF, MF), is located in State Water Plan watershed 3-I and is classified for Trout Stocking, Migratory Fishes, and Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Total Maximum Daily Load (TMDL) Plan

 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 for small MS4s, and is not in effect for large MS4s.

Southeast Regional Office

PA0245691, Storm Water, SIC Code 3273, Cosan, LLC, Antonio DiNardo, Mossi Construction Inc., Bella Trucking Corp., Sandra Affatato-DiNardo, 4465 Castor Avenue, Philadelphia, PA 19124-3849. Facility Name: Metro Ready Mix & Supply Castor Ave Plant. This proposed facility is located in Philadelphia City, Philadelphia 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), Frankford Creek (WWF, MF), is located in State Water Plan watershed 3-J 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 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 6.0
Inst Min
XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX 100.0 XXX
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus 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 outfalls and authorized non-stormwater discharges

 • BMPs

 • Routine inspection

 • PPC plan

 • Stormwater monitoring requirements

 • Other requirements including no discharge of PCBs

 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

PA0096121, Sewage, SIC Code 8211, McGuffey School District, 90 McGuffey Drive, Claysville, PA 15323-2304. Facility Name: Joe Walker Elementary School. This existing facility is located in South Franklin Township, Washington County.

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

 The receiving stream(s), UNT to 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 0.0045 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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0045 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0045 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) 0.0045 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 0.1 XXX 0.3
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 25.0 XXX 50.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2000
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 8.8 XXX 17.6
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0

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

 • None.

 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.

Southwest Regional Office

PA0098558, Sewage, SIC Code 7033, Fox Den Acres Enterprises, Inc., 390 Wilson Fox Road, New Stanton, PA 15672-2439. Facility Name: Fox Den Acres Campground STP. This existing facility is located in Hempfield 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), Unnamed Tributary to Sewickley Creek (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0183 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum
Average Monthly Maximum IMAX
Flow (MGD)
 Jan 1 - Apr 30
Report
Report

Daily Max
XXX XXX XXX XXX
pH (S.U.)
 Jan 1 - Apr 30
XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen
 Jan 1 - Apr 30
XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Jan 1 - Apr 30
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids
 Jan 1 - Apr 30
XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Jan 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
E. Coli (No./100 ml)
 Jan 1 - Apr 30
XXX XXX XXX XXX XXX Report
Ultraviolet light transmittance (%)
 Jan 1 - Apr 30
XXX XXX Report
XXX XXX XXX
Total Nitrogen
 Jan 1 - Apr 30
XXX XXX XXX Report
XXX XXX
Ammonia-Nitrogen
 Jan 1 - Apr 30
XXX XXX XXX 7.0 XXX 14.0
Total Phosphorus
 Jan 1 - Apr 30
XXX XXX XXX Report
XXX XXX
Aluminum, Total
 Jan 1 - Apr 30
XXX XXX XXX XXX Report

Daily Max
XXX
Iron, Total
 Jan 1 - Apr 30
XXX XXX XXX XXX Report

Daily Max
XXX
Manganese, Total
 Jan 1 - Apr 30
XXX XXX XXX XXX Report

Daily Max
XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0183 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum
Average Monthly Maximum IMAX
Flow (MGD)
 Jan 1 - Apr 30
Report
Report

Daily Max
XXX XXX XXX XXX
pH (S.U.)
 Jan 1 - Apr 30
XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen
 Jan 1 - Apr 30
XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Jan 1 - Apr 30
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids
 Jan 1 - Apr 30
XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Jan 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
E. Coli (No./100 ml)
 Jan 1 - Apr 30
XXX XXX XXX XXX XXX Report
Ultraviolet light transmittance (%)
 Jan 1 - Apr 30
XXX XXX Report
XXX XXX XXX
Total Nitrogen
 Jan 1 - Apr 30
XXX XXX XXX Report
XXX XXX
Ammonia-Nitrogen
 Jan 1 - Apr 30
XXX XXX XXX 7.0 14.0
Daily Max
XXX
Total Phosphorus
 Jan 1 - Apr 30
XXX XXX XXX Report
XXX XXX
Aluminum, Total
 Jan 1 - Apr 30
XXX XXX XXX XXX Report

Daily Max
XXX
Iron, Total
 Jan 1 - Apr 30
XXX XXX XXX XXX Report

Daily Max
XXX
Manganese, Total
 Jan 1 - Apr 30
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.

Southwest Regional Office

PA0254401, Sewage, SIC Code 4952, Ligonier Township Municipal Authority, One Municipal Park Drive, Ligonier, PA 15658. Facility Name: Darlington STP. This existing facility is located in Ligonier 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), Loyalhanna Creek (TSF), is located in State Water Plan watershed 18-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .156 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Instantaneous
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
Aluminum, Total XXX XXX XXX XXX Report

Daily Max
XXX
Iron, Total XXX XXX XXX XXX Report

Daily Max
XXX
Manganese, Total XXX XXX XXX XXX Report

Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .156 MGD.—Limits.

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

Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 32.1 48.2 XXX 25 37.5 50
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report
Report

Daily Max
XXX Report
Report

Daily Max
XXX
Total Suspended Solids 38.6 57.8 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent
Report
Report

Daily Max
XXX Report
Report

Daily Max
XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report
Report
XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report
XXX Report

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0285374, Sewage, SIC Code 8800, Matthew & Beth Mastorovich, 154 Silvis Road, Export, PA 15632-1174. Facility Name: 154 Silvis Road SRSTP. This proposed facility is located in Washington Township, Westmoreland County.

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

 The receiving stream(s), Unnamed Tributary to Thorn Run (HQ-CWF), is located in State Water Plan watershed 18-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 (MGD) Report

Annl. Avg
XXX XXX XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX
Ammonia-Nitrogen XXX XXX XXX 5.0 XXX 10.0

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

 • AMR submission

 • Septage pumping from treatment units

 • Optimization of chlorine dosage

 • UV contact surface cleaning requirements

 • Ammonia-Nitrogen seasonal sampling for alternate years

 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.

Southwest Regional Office

PA0001562, Industrial, SIC Code 6519, Mon River Industrial Group, LLC, P.O. Box 249, Allenport, PA 15412-0249. Facility Name: Allenport Plant. This existing facility is located in Allenport Borough, Washington 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), Monongahela River (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report
XXX XXX XXX XXX
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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Iron, Dissolved XXX XXX XXX XXX Report
7.0

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report
XXX XXX XXX XXX
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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Iron, Dissolved XXX XXX XXX XXX Report
7.0

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report
XXX XXX XXX XXX
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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Iron, Dissolved XXX XXX XXX XXX Report
7.0

 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 Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report
XXX XXX XXX XXX
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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Iron, Dissolved XXX XXX XXX XXX Report
7.0

 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 Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report
XXX XXX XXX XXX
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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Iron, Dissolved XXX XXX XXX XXX Report
7.0

 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 Maximum IMAX
Flow (MGD) Report
XXX XXX XXX XXX XXX

 The proposed effluent limits for Outfall 010 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 Maximum IMAX
All materials (solids and other debris) collected on the water intake screens shall be collected and disposed of in a manner to prevent said material from reentering the surface waters.

 The proposed effluent limits for Outfall 202 are based on a design flow of 0.015 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report
XXX XXX XXX XXX
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
Total Nitrogen XXX XXX XXX XXX Report
XXX
Total Phosphorus XXX XXX XXX XXX Report
XXX
Iron, Dissolved XXX XXX XXX XXX Report
7.0
Lead, Total (ug/L) XXX XXX XXX XXX Report
XXX
Zinc, Total (ug/L) XXX XXX XXX XXX Report
XXX
Naphthalene (ug/L) XXX XXX XXX XXX Report
XXX
Tetrachloroethylene (ug/L) XXX XXX XXX XXX Report
XXX

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0216038, Industrial, SIC Code 4499, Keystone Land Resources, Inc., 1200 Maronda Way, Monessen, PA 15062-1071. Facility Name: Alicia Dock. This existing facility is located in Luzerne Township, Fayette 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, Monongahela River (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .00625 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
Instant. Maximum
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 35.0 70.0 XXX
Iron, Total XXX XXX XXX 3.0 6.0 XXX
Manganese, Total XXX XXX XXX 2.0 4.0 XXX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .075 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
Instant. Maximum
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 35.0 70.0 XXX
Iron, Total XXX XXX XXX 3.0 6.0 XXX
Manganese, Total XXX XXX XXX 2.0 4.0 XXX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .0245 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
Instant. Maximum
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 35.0 70.0 XXX
Iron, Total XXX XXX XXX 3.0 6.0 XXX
Manganese, Total XXX XXX XXX 2.0 4.0 XXX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0217689, Industrial, SIC Code 4941, West View Water Authority, Allegheny County, 2428 Rochester Road, Sewickley, PA 15143-8667. Facility Name: Joseph A Berkley WTP. This existing facility is located in Neville Township, Allegheny County.

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

 The receiving stream, 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 1.008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Aluminum, Total XXX XXX XXX 4.0 8.0 XXX
Iron, Total XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Aluminum, Total XXX XXX XXX 4.0 8.0 XXX
Iron, Total XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report
XXX
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.008 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Aluminum, Total XXX XXX XXX 4.0 8.0 XXX
Iron, Total XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 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
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total 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
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total 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
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report
XXX
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report
XXX
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 010 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
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of .016 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Aluminum, Total XXX XXX XXX 4.0 8.0 XXX
Iron, Total XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Mercury, Total (ug/L) XXX XXX XXX 0.012 0.019 XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of .016 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
PFOA (ng/L) XXX XXX XXX XXX Report
XXX
PFOS (ng/L) XXX XXX XXX XXX Report
XXX
PFBS (ng/L) XXX XXX XXX XXX Report
XXX
HFPO-DA (ng/L) XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 012 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report
XXX
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
Aluminum, Total XXX XXX XXX XXX Report
XXX
Iron, Total XXX XXX XXX XXX Report
XXX

 The proposed effluent limits for Outfall 013 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
Biochemical Oxygen Demand (BOD5) XXX XXX XXX XXX Report
XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report
XXX
Total Suspended Solids XXX XXX XXX XXX Report
XXX
Oil and Grease XXX XXX XXX XXX Report
XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
XXX
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:

 • WQBELs Below Quantitation Limits

 • Chemical Additives

 • Sedimentation Basin Cleaning

 • Emergency Overflows

 • PFAS Reduction Plan

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0285366, Industrial, SIC Code 3273, US Army Corps of Engineering Pittsburgh District, 100 Montgomery Dam Road, Monaca, PA 15061-2221. Facility Name: Montgomery Locks & Dam. This proposed facility is located in Potter Township, Beaver County.

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

 The receiving stream(s), Squirrel Run (WWF) and Ohio River (WWF), is located in State Water Plan watershed 20-D and 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 004 are based on a design flow of 0.43 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Report
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report
XXX 50.0
Total Dissolved Solids XXX XXX XXX Report
Report
XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Aluminum, Total XXX XXX XXX 4.0 8.0 XXX
Iron, Total XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 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 Instant. Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report
100.0 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 Instant. Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report
100.0 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.


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

Northeast Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517-9039

 Application Number: PAD350054

 Application Type: New

 Municipality/County: City of Scranton, Lackawanna County

 Project Site Name: UGI Scranton Bridge Street Former MGP/Boomerang Park

 Total Earth Disturbance Area (acres): 6.5 acres

 Surface Waters Receiving Stormwater Discharges: Lackawanna River (CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: UGI proposes to perform in-situ stabilization (ISS) of impacted soils along the on-site streambank in accordance with the PADEP-approved Cleanup Plan. A site restoration best management practice (BMP) will be implemented following the remediation phase. Upon the completion of the remedial phase, the Lackawanna County Department of Planning and Economic Development will begin a multi-phase project to develop the Site into a park.

 Special Conditions: N/A—No Site-Specific Special Conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Regional Permit Coordination Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 1639 Church Rd, Allentown, PA 18104

 Application Number: PAD360110 A-3

 Application Type: Major Amendment

 Municipality/County: East Donegal Township, Mount Joy Township, West Donegal Township, Elizabethtown Borough, Derry Township, Londonderry Township, and Conewago Township, Lancaster County and Dauphin County.

 Project Site Name: WHEM-HUMM Rebuild Project

 Total Earth Disturbance Area (acres): 96.3 acres

 Surface Waters Receiving Stormwater Discharges: Susquehanna River (WWF, MF), tributaries to Susquehanna River (WWF, MF), Donegal Creek (TSF, MF), tributaries to Donegal Creek (CWF, MF), Conoy Creek (TSF, MF), tributaries to Conoy Creek (TSF, MF), tributaries to Iron Run (WWF, MF), Iron Run (WWF, MF), tributaries to Brills Run (TSF, MF), Brills Run (TSF, MF), tributaries to Conewago Creek (TSF, MF), Conewago Creek (TSF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Major Amendment 3: PPL is proposing to rebuild part of the existing West Hempfield-Hummelstown Transmission line. The project activities include approximately a 7.6-mile section of fiber installation, installation of new monopoles, and other associated components that extends between the East Elizabethtown Substation in Lancaster County and a tap located near the Hummelstown Substation in Dauphin County. All earth disturbance activities will be restored to existing conditions.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

Southeast Regional Office

 Applicant: City of Philadelphia, Department of Aviation (DOA)

 Applicant Address: 2 International Plaza, Suite 200, Philadelphia, PA 19113

 Application Number: PAD230012 A-25

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia and Tinicum Township, Philadelphia County and Delaware County.

 Project Site Name: Taxiway E Rehabilitation

 Total Earth Disturbance Area (acres): 0.60 acre

 Surface Waters Receiving Stormwater Discharges: Schuylkill River (WWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Taxiway asphalt mill and overlay rehabilitation, centerline lighting replacement, taxiway shoulder pavement removal. All work will be completed within the existing footprint. No new impervious will added.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

Northeast Regional Office

 Applicant: Muhlenberg College, c/o Richard Waligora

 Applicant Address: 2400 Chew Street, Allentown, PA 18104-5586

 Application Number: PAD390247 A-1

 Application Type: Major Amendment

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: Muhlenberg College Synthetic Turf Fields Major Amendment (Muhlenberg College Softball Field)

 Total Earth Disturbance Area (acres): 4.99 acres

 Surface Waters Receiving Stormwater Discharges: Tributary to Little Lehigh Creek (aka Cedar Creek) (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The proposed project will involve the construction of a softball field and track and field throwing sectors for collegiate athletic use.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Northeast Regional Office

 Applicant: Waymart Borough

 Applicant Address: P.O. Box 280, South Street, Waymart, PA 18472

 Application Number: PAD640016

 Application Type: Renewal

 Municipality/County: Waymart Borough, Canaan Township, Wayne County

 Project Site Name: Waymart Sports Complex (Renewal)

 Total Earth Disturbance Area (acres): 2.54 acres

 Surface Waters Receiving Stormwater Discharges: Van Auken Creek (HQ-TSF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Renewal for the renovation and reconfiguration of a portion of the Waymart Borough's Sports Complex.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Northeast Regional Office

 Applicant: Posh Properties No. 46 Hanson, LLC

 Applicant Address: 2216 Willow Park Rd., Bethlehem, PA 18020

 Application Number: PAD480169 A-1

 Application Type: Major Amendment and Renewal

 Municipality/County: Forks Township, Northampton County

 Project Site Name: Posh Forks

 Total Earth Disturbance Area (acres): 6.35 acres

 Surface Waters Receiving Stormwater Discharges: Bushkill Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: To develop an existing parcel which contains a vacant corporate office building with multiple new buildings for commercial development. The project also includes the installation of driveways, utilities, landscaping and stormwater management facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Southwest Regional Office

 Applicant: Kilkeary's Auto Body Inc.

 Applicant Address: 647 Thomas Road, Eighty Four, PA 15330

 Application Number: PAD630081

 Application Type: New

 Municipality/County: North Strabane Township, Washington County

 Project Site Name: Kilkeary Auto Body

 Total Earth Disturbance Area (acres): 2.42 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Chartiers Creek (HQ-WWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This is a new application for the construction of additional parking and a storage building for the Kilkeary Auto Body shop located on-site. The project will also involve rehabilitation of the slope, to ensure slope stability, below the proposed building and parking area. The proposed stormwater management BMPs include an infiltration basin and subsurface infiltration bed. Discharge from the BMPs will be routed to a level spreader which will return the stormwater to sheet flow prior to leaving the site.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.

Northeast Regional Office

 Applicant: Crossroads XOXO, LLC

 Applicant Address: 1265 Miller Road, Wind Gap, PA 18091-9765

 Application Number: PAD400084

 Application Type: New

 Municipality/County: Sugarloaf Township, West Hazleton Borough, Luzerne County

 Project Site Name: Crossroads XOXO, LLC Buildings 1 and 3

 Total Earth Disturbance Area (acres): 103.35 acres

 Surface Waters Receiving Stormwater Discharges: 1. Black Creek (CWF, MF) 2. EV Wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The development will consist of two (2) warehouse buildings with associated parking, truck parking, landscaping, utilities, and stormwater management facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

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