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PA Bulletin, Doc. No. 22-273

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[52 Pa.B. 1115]
[Saturday, February 19, 2022]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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


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
0622801 Joint DEP/PFBC Pesticides Permit Renewal Reading Area Water Authority Berks County
1801 Kutztown Road
Reading, PA 19604
Ontelaunee Township
Berks County
SCRO
PA0021148 Major Sewage Facility with CSOs Individual NPDES Permit Transfer Westmoreland County Municipal Authority
124 Park & Pool Road
New Stanton, PA 15672
Mount Pleasant Borough
Westmoreland County
SWRO
0463S81 Major Sewage Treatment Facility Individual WQM Permit Transfer Westmoreland County Municipal Authority
124 Park & Pool Road
New Stanton, PA 15672
Mount Pleasant Borough
Westmoreland County
SWRO
PA0042161 Minor Sewage Facility
< 0.05 MGD
Individual NPDES Permit
Transfer BG275 Properties, LLC
848 W North Avenue
Pittsburgh, PA 15233-1617
Raccoon Township
Beaver County
SWRO
1422201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit New Haines Aaronsburg
Municipal Authority
P.O. Box 254
Aaronsburg, PA 16820-0254
Haines Township
Centre County
NCRO
0410404 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Family Guidance, Inc.
227 Lance Road
Clinton, PA 15026-1567
Hanover Township
Beaver County
SWRO
0476402 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer BG275 Properties, LLC
848 W North Avenue
Pittsburgh, PA 15233-1617
Raccoon Township
Beaver County
SWRO
0697407 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Jackson Township
Sewer Authority
York County
439 Roth Church Road
Spring Grove, PA 17362-8872
Jackson Township
York County
SCRO
3801403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Mount Gretna
Borough Authority
Lebanon County
P.O. Box 61
101 Chautaqua Drive
Mount Gretna, PA 17064-0061
Mount Gretna Borough
Lebanon County
SCRO
5783401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Guardian Elder Care, Inc.
8796 Route 219
Brockway, PA 15824-6010
Laporte Borough
Sullivan County
NCRO
NOEXSC374 No Exposure Certification New Bulk Chemicals, Inc.
1074 Stinson Drive
Reading, PA 19605-9440
Muhlenberg Township
Berks County
SCRO
NOEXSW128 No Exposure Certification Renewal Darling Ingredients, Inc.
3173 Potato Garden Run Road
Imperial, PA 15126-2124
Findlay Township
Allegheny County
SWRO
NOEXSW217 No Exposure Certification New Wabtec US Rail, Inc.
1300 Clinton Road
Clinton, PA 15026-1945
Findlay Township
Allegheny County
SWRO
PAR116125 PAG-03 NPDES General Permit for Industrial Stormwater Amendment Alstom Grid, LLC
1 Power Lane
Charleroi, PA 15022-1082
Speers Borough
Washington County
SWRO
PAR602246 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Alan Auto Parts
4162 Best Station Road
Slatington, PA 18080
Washington Township
Lehigh County
NERO
PAR602247 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Alan U Pull It
4162 Best Station Road
Slatington, PA 18080-3751
Washington Township
Lehigh County
NERO
PAG103585 PAG-10 NPDES General Permit for Hydrostatic Test Water New Texas Eastern Trans, LP
890 Winter Street
Waltham, MA 02451-1470
Lack Township
Juniata County
SCRO
PAG123894 PAG-12 NPDES General Permit for CAFOs Renewal Zimmerman Lavon J
11653 William Penn Highway
Thompsontown, PA 17094-8686
Walker Township
Juniata County
SCRO
6799406 Pump Stations Individual WQM Permit Amendment Northeastern York County Sewer Authority
P.O. Box 516
Mount Wolf, PA 17347-0516
East Manchester Township
York County
SCRO
2522403 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Katherine & Matthew Riley
10491 Route 98
Edinboro, PA 16412-9743
Franklin Township
Erie County
NWRO
6222402 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Sorvelli Daniel
1185 Fox Hill Road
Rusell, PA 16345
Pine Grove Township
Warren 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

PA0027057, Sewage, SIC Code 4952, Williamsport Sanitary Authority, 253 W 4th Street, Williamsport, PA 17701-6113. Facility Name: Central Plant. This existing facility is located in City of Williamsport, Lycoming County.

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

 The receiving stream(s), West Branch Susquehanna River is located in State Water Plan watershed 10-C and 10-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 8.4 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.22 XXX 0.72
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
1,750 2,800
Wkly Avg
XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 2,100 3,150
Wkly Avg
XXX 30.0 45.0 60
Total Dissolved Solids Report Report XXX Report Report
Daily Max
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
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
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 Report
Wkly Avg
XXX Report Report XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Copper, Total (ug/L) Report Report XXX Report Report
Daily Max
XXX
Zinc, Total (ug/L) Report Report XXX Report Report
Daily Max
XXX
Butyl Benzyl Phthalate (ug/L) XXX Report XXX XXX Report
Daily Max
XXX
N-Nitrosodi-N-Propylamine (ug/L) XXX Report XXX XXX Report
Daily Max
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 153,423
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 20,456
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 570-327-3693.

 The EPA Waiver is not in effect.

PA0028461, Sewage, SIC Code 4952, Mifflinburg Borough, Union County, 120 N 3rd Street, Mifflinburg, PA 17844-1134. Facility Name: Mifflinburg Borough Municipal Authority Sewer System STP. This existing facility is located in Mifflinburg Borough, Union 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), Buffalo Creek (CWF, MF), is located in State Water Plan watershed 10-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 1.4 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 292 467
Wkly Avg
XXX 25 40 50
 May 1 - Oct 31 99 140
Wkly Avg
XXX 8.5 12 17
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 350 525
Wkly Avg
XXX 30 45 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 2000
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
 Nov 1 - Apr 30 91 128
Wkly Avg
XXX 7.8 11 15
 May 1 - Oct 31 30 45
Wkly Avg
XXX 2.6 3.9 5.2
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
Copper, Total (ug/L) XXX Report XXX XXX Report
Daily Max
XXX
Lead, Total (ug/L) XXX Report XXX XXX Report
Daily Max
XXX
Selenium, Total (ug/L) XXX Report XXX XXX Report
Daily Max
XXX
Zinc, Total (ug/L) XXX Report XXX XXX Report
Daily Max
XXX
Ultraviolet light dosage
 (mjoules/cm2)
XXX XXX Report XXX XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily Max

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

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

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

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 25,570
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 3,409
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:

 • WET Testing

 • Stormwater 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

Northwest Regional Office

PA0000809, Industrial, SIC Code 4941, Aqua PA, Inc., 665 S Dock Street, Sharon, PA 16146-1835. Facility Name: Aqua PA Shenango Valley WTP. This existing facility is located in Sharon City, Mercer 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), Shenango River (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.218 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.4 XXX 1.2
Total Suspended Solids XXX XXX XXX 30 60 75
Aluminum, Total 42.5 85
Daily Max
XXX 2.3 4.6 5.7
Iron, Total XXX XXX XXX 2 4 5
Manganese, Total XXX XXX XXX 1 2 2.5

 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.

PA0205699, Industrial, SIC Code 4832, 4941, Cowanshannock Township Municipal Authority, P.O. Box 127, NuMine, PA 16244-0127. Facility Name: Yatesboro NuMine WTP. This existing facility is located in Cowanshannock Township, Armstrong 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 Cowanshannock Creek, is located in State Water Plan watershed 17-E 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 0.0065 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
Daily Min
XXX 9.0 XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.41 XXX 1.0
Total Suspended Solids XXX XXX XXX 30 XXX 60
Aluminum, Total XXX XXX XXX 0.750 XXX 1.5
Barium, Total Report Report XXX Report Report XXX
Cadmium, Total (ug/L) 0.00006 0.00009 XXX 1.06 1.65 2.65
Chromium, Hexavalent Report Report XXX Report Report XXX
Copper, Total XXX XXX XXX 0.006 XXX 0.012
Iron, Total XXX XXX XXX 1.9 XXX 3.8
Manganese, Total XXX XXX XXX 1.0 XXX 2.0

 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.

PA0289485, Storm Water, SIC Code 3399, 3499, 3567, GKN Sinter Metals, LLC, 104 Fairview Road, Kersey, PA 15846-2710. Facility Name: GKN Sinter Metals Kersey Plant. This proposed facility is located in Fox Township, Elk 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), Byrnes Run (EV, MF), is located in State Water Plan watershed 8-A and is classified for Exceptional Value Waters and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001 & 002 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX XXX Report XXX XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX Report XXX XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX
Oil and Grease XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Aluminum, Total XXX XXX XXX Report XXX XXX
Iron, Total XXX XXX XXX Report XXX XXX
Manganese, Total XXX XXX XXX Report XXX XXX

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

 The EPA Waiver is in effect.

PA0027227, Sewage, SIC Code 4952, City of Farrell, 500 Roemer Boulevard, Farrell, PA 16121-1901. Facility Name: City of Farrell WWTP. This existing facility is located in Farrell City, Mercer County.

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

 The receiving stream, the Shenango River (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.57 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen
 Interim
XXXXXXReport
Inst Min
XXXXXXXXX
 FinalXXXXXX 4.0
Inst Min
XXXXXXXXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
744 1,191 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report XXX XXX Report XXX XXX
Total Suspended Solids 893 1340 XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent
Report XXX XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30 744 XXX XXX 25.0 XXX 50
 May 1 - Oct 31 401 XXX XXX 13.5 XXX 27
Total Nitrogen Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX
Total Phosphorus Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX

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

 • Solids Management

 • Compliance Schedule for Dissolved Oxygen (DO)

 • Maximizing Treatment at the Existing POTW

 • Combined Sewer Overflows

 • Requirements Applicable to Stormwater Outfalls

 • Whole Effluent Toxicity (WET)

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

 The EPA Waiver is not in effect.

PA0033120, Sewage, SIC Code 8211, Warren County School District, 6820 Market Street, Russell, PA 16345. Facility Name: Eisenhower Jr Sr High School. This existing facility is located in Farmington Township, Warren County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.013 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 0.25 XXX 0.82
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 10.5 XXX 21
 May 1 - Oct 31 XXX XXX XXX 3.5 XXX 7
Total Phosphorus XXX XXX XXX Report XXX XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

PA0095729, Sewage, SIC Code 8661, Eastern Orthodox Foundation, 170 Fr Martin Telenson Road, Penn Run, PA 15765-7336. Facility Name: Eastern Orthodox Foundation. This existing facility is located in Cherryhill Township, Indiana 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 Yellow Creek (CWF), is located in State Water Plan watershed 18-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 .018 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen XXX XXX XXX 1.5 XXX 3.0
E. Coli (No./100 ml) XXX XXX XXX Report
Annl Avg
XXX XXX
Total Nitrogen XXX XXX XXX Report
Annl Avg
XXX XXX
Total Phosphorus XXX XXX XXX Report
Annl Avg
XXX XXX
Aluminum, Total XXX XXX XXX Report
Annl Avg
XXX XXX
Iron, Total XXX XXX XXX Report
Annl Avg
XXX XXX
Manganese, Total XXX XXX XXX Report
Annl Avg
XXX XXX

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

 The EPA Waiver is in effect.

PA0264164, Sewage, SIC Code 8800, Cobb Joshua, 2365 W Washington Street, Bradford, PA 16701-2448. Facility Name: Joshua Cobb SRSTP. This existing facility is located in Corydon Township, McKean County.

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

 The receiving stream(s), Willow Creek (HQ-CWF), is located in State Water Plan watershed 16-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily 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 1,000

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

 The EPA Waiver is in effect.

PA0290678, Sewage, SIC Code 4952, 8800, Katherine & Matthew Riley, 10491 Route 98, Edinboro, PA 16412-9743. Facility Name: Katherine & Matthew Riley SRSTP. This proposed facility is located in Franklin Township, Erie 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 Little Elk 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 0.0009 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

PA0267678, Storm Water, SIC Code 4011, Norfolk Southern Railway Co., 650 W Peachtree Street NW, Atlanta, GA 30308-1925. Facility Name: Norfolk Southern Railway Co. Greencastle Intermodal. This proposed facility is located in Antrim Township, Franklin County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of stormwater associated with industrial activity.

 The receiving stream(s), Unnamed Tributary to Conococheague Creek, is located in State Water Plan watershed 13-C and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 (minimum measurement frequency = 1/6 months):

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater discharges

 • General BMPs and Sector Specific BMPs

 • Routine Inspections

 • PPC Plan

 • Stormwater Monitoring Requirements including Benchmark Values of 150 mg/L for TSS and 30 mg/L for Oil and Grease.

 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.

PA0291498, Storm Water, SIC Code 4225, Amazon.com Services, LLC, P.O. Box 80842, Seattle, WA 98108-0842. Facility Name: Amazon.com Services LLC—DPL7. This proposed facility is located in Rapho Township, Lancaster 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), Chiques Creek (WWF, MF) and Unnamed Tributary to Little Chiques Creek (TSF, MF), is located in State Water Plan watershed 7-G and is classified for Migratory Fishes, Warm Water Fishes, and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), including applicable BMPs from Appendix L from the PAG-03

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for TSS, Oil and Grease)

 • Other Requirements

 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.

PAS213504, Storm Water, SIC Code 1422, 2951, 3273, New Enterprise Stone & Lime Co. Inc., P.O. Box 77, New Enterprise, PA 16664-0077. Facility Name: New Enterprise Stone & Lime Co. Inc.—Ashcom Plant. This existing facility is located in Snake Spring Township, Bedford County.

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

 The receiving stream, Cove Creek (EV, MF), is located in State Water Plan watershed 11-C and is classified for Exceptional Value Waters 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 (minimum measurement frequency = 1/6 months):

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Kjeldahl 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

 The proposed effluent limits for Outfall 001 (minimum measurement frequency = 1/month):

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 Report Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • General BMPs and Sector Specific BMPs

 • Routine Inspections

 • PPC Plan

 • Stormwater Monitoring Requirements including a Benchmark Value of 100 mg/L for TSS

 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.

PA0084522, Industrial, SIC Code 4222, Allentown Refrigerated Terminal, 125 Seneca Trail, Boyertown, PA 19512-8661. Facility Name: Allentown Refrigerated Terminal. 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 industrial waste.

 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 .0069 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 100.0 XXX 200.0
Total Dissolved Solids Report Report XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Ammonia-Nitrogen 0.5 0.9 XXX 7.9 15.8 19.8
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX Report 96.4 XXX
 Feb 1 - 28 XXX XXX XXX Report 93.3 XXX
 Mar 1 - 31 XXX XXX XXX Report 110.0 XXX
 Apr 1 - 30 XXX XXX XXX Report 110.0 XXX
 May 1 - 31 XXX XXX XXX Report 110.0 XXX
 Jun 1 - 30 XXX XXX XXX Report 99.0 XXX
 Jul 1 - 31 XXX XXX XXX Report 86.4 XXX
 Aug 1 - 31 XXX XXX XXX Report 110.0 XXX
 Sep 1 - 30 XXX XXX XXX Report 110.0 XXX
 Oct 1 - 31 XXX XXX XXX Report 110.0 XXX
 Nov 1 - 30 XXX XXX XXX Report 99.6 XXX
 Dec 1 - 31 XXX XXX XXX Report 96.8 XXX

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

 • Only DEP-approved chemical additives may be used.

 • Usage rates of approved chemical additives must be acceptable and reported to DEP.

 • Best Management Practices must be followed to reduce any contaminants in stormwater runoff.

 • A Preparedness, Prevention and Contingency (PPC) Plan must be maintained and implemented.

 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.

PA0265951, Industrial, SIC Code 4911, Old Dominion Electric Cooperative, 4201 Dominion Boulevard, Glen Allen, VA 6149. Facility Name: Wildcat Point Generation Facility. This existing facility is located in Fulton Township, Lancaster 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, Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-K and is classified for Warm Water Fishes 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 .857 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Total Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Avg Mo
Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Free Available Chlorine XXX XXX XXX XXX 0.2 0.5
Temperature (deg F) (°F) XXX XXX XXX Report 110 XXX
Total Suspended Solids XXX XXX XXX 30 60 75
Total Dissolved Solids
 Effluent Net
XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Aluminum, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX 0.2 XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX 1.0 XXX
Haloacetic Acids XXX XXX XXX XXX Report XXX
Monobromoacetic acid XXX XXX XXX XXX Report XXX
Monochloroacetic acid XXX XXX XXX XXX Report XXX
Dibromoacetic acid XXX XXX XXX XXX Report XXX
Dichloroacetic acid XXX XXX XXX XXX Report XXX
1,2,4-Trichlorobenzene XXX XXX XXX XXX Report XXX
Hexachlorobutadiene XXX XXX XXX XXX Report XXX
Trichloroacetic acid XXX XXX XXX XXX Report XXX
Bromoform XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Dibromochloromethane XXX XXX XXX XXX Report XXX
Dichlorobromomethane XXX XXX XXX XXX Report XXX
Chloroform XXX XXX XXX XXX Report XXX
Trihalomethanes, Total XXX XXX XXX XXX Report XXX
Total Nitrogen
 Effluent Net
XXX XXX XXX Report XXX XXX
Total Nitrogen
 Effluent Net
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus
 Effluent Net
XXX XXX XXX Report XXX XXX
Total Phosphorus
 Effluent Net
Report
Total Mo
XXX XXX XXX XXX XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.025 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
Total Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 The proposed effluent limits for Outfall 102 are based on a design flow of 0.296 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
Total Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 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.

PA0082651, Sewage, SIC Code 4952, Landisburg Municipal Authority, Perry County, 202 E Main Street, Landisburg, PA 17040-0213. Facility Name: Landisburg STP. This existing facility is located in Tyrone Township, Perry 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), Montour Creek (CWF), is located in State Water Plan watershed 7-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 .03 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
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)
6.3 10 XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 7.5 11 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen 3.3 XXX XXX 13.5 XXX 27

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

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

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

 The EPA Waiver is in effect.

PA0261190, Sewage, SIC Code 6514, Tiger Properties, 4 E High Street, Carlisle, PA 17013-3086. Facility Name: Tiger Properties. This existing facility is located in North Middleton Township, Cumberland County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 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
Min Mo
Avg
XXX 9.0
Avg Mo
XXX
Total Residual Chlorine (TRC) XXX XXX XXX Report 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)
 May 1 - Sep 30 XXX XXX XXX 200.0
Geo Mean
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.

PA0261319, Sewage, SIC Code 8811, Cindy M Sheets & Steve L Sheets, 1669 Old Carlisle Road, Aspers, PA 17304-9472. Facility Name: Sheets Res STP. This existing facility is located in Butler Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Opossum Creek (TSF), is located in State Water Plan watershed 7-F 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 0.0004 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 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

PA0261378, Sewage, SIC Code 4952, Sheetz, Inc., 5700 6th Avenue, Altoona, PA 16602-1111. Facility Name: Sheetz Clarks Ferry Store 461. This existing facility is located in Reed 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), Susquehanna River (WWF, MF), is located in State Water Plan watershed 6-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of .0075 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Daily
Minimum
Average Monthly Maximum 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
CBOD5 XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 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 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) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX Report 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 Report XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
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 002.—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 38
Total
Annual
XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs)
XXX Report
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs)
 Effluent Net
XXX 3.8
Total
Annual
XXX XXX XXX XXX
Total Phosphorus
 (Total Load, 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.

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

 • Chesapeake Bay Reporting requirements

 • Stormwater prohibition

 • Approval Contingencies

 • Collected screenings and other solids handling requirement

 • Condition to abandon use and decommission for consistency with municipal sewage facilities official plan

 • Chlorine minimization.

 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.

PA0268686, Sewage, SIC Code 8811, Scott E Neely, 1316 Route 22, Hollidaysburg, PA 16648-8436. Facility Name: Scott Neely Residence. This proposed facility is located in Frankstown Township, Blair 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), Canoe Creek (HQ-CWF, MF), is located in State Water Plan watershed 11-A 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 .0004 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

Southeast Regional Office

PA0245330, Storm Water, SIC Code 4222, United States Cold Storage, LLC, 4000 AM Drive, Quakertown, PA 18951-2197. Facility Name: United States Cold Storage Quakertown West Facility. 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 industrial stormwater.

 The receiving stream(s), Molasses Creek (HQ-TSF, MF), is located in State Water Plan watershed and is classified for Migratory Fisheries 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 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Daily
Maximum
IMAX
Total Suspended Solids XXX XXX XXX 100.0 Report XXX
Oil and Grease XXX XXX XXX 15.0 Report XXX

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

 • Stormwater Monitoring Requirements

 • Annual Monitoring and Inspection Reports

 • BMPs for Stormwater Management

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

 The EPA Waiver is in effect.

PAI130541, MS4, South Coventry Township, Chester County, 1371 New Philadelphia Road, Pottstown, PA 19465-8669.

 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 South Coventry Township, Chester County. The receiving stream(s), Pigeon Creek (HQ-TSF, MF), Unnamed Tributary to French Creek (HQ-TSF, MF), and Unnamed Tributary to Pigeon Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Exceptional Value Waters, Mi, Migratory Fish, and High Quality Waters—Trout Stocking, 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 Pollutant Reduction Plan (PRP)

 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.

PA0052949, Industrial, SIC Code 4941, Aqua Pennsylvania, Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Milford Well Station WFP. This existing facility is located in Upper Uwchlan Township, Chester County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.003 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
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX Report XXX XXX
Total Suspended Solids 0.75 1.5 XXX 30 60 75
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Aluminum, Total 0.08 0.16 XXX 3.3 6.6 8.3
Iron, Total 0.05 0.10 XXX 2.0 4.0 5
Manganese, Total 0.025 0.05 XXX 1.0 2.0 2.5
Chlorodibromomethane XXX XXX XXX Report XXX XXX
Dichlorobromomethane XXX XXX XXX Report XXX XXX
Chloroform XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.144 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 1.0

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

 • Proper Sludge Disposal

 • Chlorine Optimization

 • Small Stream Discharge

 • Chemical Additives

 • Small Stream Discharge

 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 not in effect.

PA0055026, Industrial, SIC Code 3444, The Wrightstown Group, LP, 1337 Wrightstown Road, Wrightstown, PA 18940. Facility Name: Livingston-King Wrightstown Facility IWTP. This existing facility is located in Wrightstown Township, Bucks 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 Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.058 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Average Monthly Daily
Maximum
Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Tetrachloroethylene XXX XXX 0.001 0.001 XXX XXX
Tetrachloroethylene
Industrial Influent
XXX XXX Report Report XXX XXX
Trichloroethylene XXX XXX 0.005 0.01 XXX XXX
Trichloroethylene
Industrial Influent
XXX XXX Report Report XXX XXX

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

 • DEP may require permittee to adopt remedial measures that will produce satisfactory effluent

 • No discharge of Air Stripper tower cleaning wastewater

 • Groundwater monitoring requirements

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

 The EPA Waiver is in effect.

PA0021172, Sewage, SIC Code 4952, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976-1209. Facility Name: Harvey Ave WWTP. This existing facility is located in Doylestown Borough, 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), Cooks Run (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Daily
Minimum
Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 267 400 XXX 20 30 40
 May 1 - Oct 31 133 200 XXX 10 15 20
 Raw Sewage Influent Report Report XXX Report Report XXX
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids 400 600 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200
Geo Mean
XXX 1,000.0
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000.0
E. Coli (No./100 ml) XXX XXX XXX Report Report
Daily Max
XXX
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N
 Nov 1 - Jun 30 Report XXX XXX Report XXX XXX
 Jul 1 - Oct 31 133 XXX XXX 10 XXX 20
Total Nitrogen XXX XXX XXX Report Report
Daily Max
XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 26.7 XXX XXX 2.0 XXX 4
 May 1 - Oct 31 13.3 XXX XXX 1.0 XXX 2
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus
 Nov 1 - Mar 31 13.3 XXX XXX 1.00 XXX 2
 Apr 1 - Oct 31 6.7 XXX XXX 0.5 XXX 1
Aluminum, Total 10.0 XXX XXX 0.75 XXX 1.5
Copper, Total XXX XXX XXX Report XXX XXX
Iron, Dissolved XXX XXX XXX Report XXX XXX
Iron, Total XXX XXX XXX Report XXX XXX
Hardness, Total (as CaCO3) XXX XXX XXX Report XXX XXX
Total Dissolved Solids XXX XXX XXX 1,000.0
Avg Qrtly
2,000.0
Daily Max
2,500
Barium, Total XXX XXX XXX Report
Avg Qrtly
Report
Daily Max
XXX
Cobalt, Total XXX XXX XXX Report
Avg Qrtly
Report
Daily Max
XXX
Chloroform XXX XXX XXX Report
Avg Qrtly
Report
Daily Max
XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc)
XXX XXX XXX Report
Daily Max
XXX XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc)
XXX XXX XXX Report
Daily Max
XXX XXX
Toxicity, Chronic -
 Pimephales Survival (TUc)
XXX XXX XXX Report
Daily Max
XXX XXX
Toxicity, Chronic -
 Pimephales Growth (TUc)
XXX XXX XXX Report
Daily Max
XXX XXX

 The proposed effluent limits for Outfall 002 are based on a stormwater

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX XXX Report XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX Report XXX XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX
Oil and Grease XXX XXX XXX Report XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Iron, Dissolved XXX XXX XXX Report XXX XXX

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

 • No Stormwater

 • Property Rights

 • Sludge Disposal

 • TRC Minimization

 • Responsible Operator

 • O&M Plan

 • DRBC Fecal Coliform

 • Small Stream Discharge

 • TQL Values

 • POTW Pretreatment Program Implementation

 • Site-Specific Criteria Study (SSCs)

 • Wet

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

Southwest Regional Office

PA0090301, Industrial, SIC Code 4953, Solid Waste Disposal, Inc., 211 Brunner Road, Zelienople, PA 16063-3505. Facility Name: Solid Waste Disposal Inc. Landfill. This existing facility is located in Brighton Township, Beaver 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 Sixmile 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 .0144 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 27.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 4.9 XXX 10.0
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
Cadmium, Total XXX XXX XXX 0.005 XXX 0.01
Iron, Total XXX XXX XXX 4.0 XXX 7.0
Manganese, Total XXX XXX XXX 1.0 XXX 2.0
Thallium, Total (ug/L) XXX XXX XXX Report XXX Report
Phenol XXX XXX XXX 0.015 XXX 0.026
Acrylamide (ug/L) XXX XXX XXX Report XXX Report
Benzo(a)Anthracene (ug/L) XXX XXX XXX Report XXX Report
Benzo(a)Pyrene (ug/L) XXX XXX XXX Report XXX Report
Benzo(k)Fluoranthene (ug/L) XXX XXX XXX Report XXX Report
3,4-Benzofluoranthene (ug/L) XXX XXX XXX Report XXX Report
PCBs, Total (ug/L) XXX XXX XXX Report XXX Report
Toxaphene (ug/L) XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .0144 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 27.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 4.9 XXX 10.0
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
Cadmium, Total (ug/L) XXX XXX XXX 0.43 XXX 1.1
Iron, Total XXX XXX XXX 4.0 XXX 7.0
Manganese, Total XXX XXX XXX 1.0 XXX 2.0
Thallium, Total (ug/L) XXX XXX XXX 0.38 XXX 0.95
Phenol XXX XXX XXX 0.015 XXX 0.026
Acrylamide (ug/L) XXX XXX XXX 0.59 XXX 1.49
Benzo(a)Anthracene (ug/L) XXX XXX XXX 0.008 XXX 0.021
Benzo(a)Pyrene (ug/L) XXX XXX XXX 0.0038 XXX 0.0038
Benzo(k)Fluoranthene (ug/L) XXX XXX XXX 0.085 XXX 0.21
3,4-Benzofluoranthene (ug/L) XXX XXX XXX 0.008 XXX 0.021
PCBs, Total (ug/L) XXX XXX XXX 0.0005 XXX 0.001
Toxaphene (ug/L) XXX XXX XXX 0.0003 XXX 0.0008

 The proposed effluent limits for Outfall 001 are based on a design flow of .0144 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Quarterly Daily
Maximum
IMAX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 25.0 XXX 50.0
Arsenic, Total XXX XXX XXX XXX XXX Report
Barium, Total XXX XXX XXX XXX XXX Report
Boron, Total XXX XXX XXX XXX XXX Report
Chromium, Hexavalent XXX XXX XXX XXX XXX Report
Iron, Dissolved XXX XXX XXX XXX XXX Report
Lead, Total XXX XXX XXX XXX XXX Report
Zinc, Total XXX XXX XXX 0.11 XXX 0.20
a-Terpineol XXX XXX XXX 0.016 XXX 0.033
Benzoic Acid XXX XXX XXX 0.071 XXX 0.12
Bis(2-Ethylhexyl) Phthalate (ug/L) XXX XXX XXX XXX XXX Report
p-Cresol XXX XXX XXX 0.014 XXX 0.025

 The proposed effluent limits for Outfall 001 are based on a design flow of .0144 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Semi-Annually Daily
Maximum
IMAX
Nickel, Total XXX XXX XXX 0.35 XXX 0.70
Phenolics, Total XXX XXX XXX 0.75 XXX 1.5

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

 • The permittee may collect and analyze three samples of the following pollutants using a reporting limit as sensitive as the Department's Quantitation Limit (QL) for consideration of removal of the effluent limitation and/or monitoring: hexavalent chromium, acrylamide, total PCBs and toxaphene.

 • A Toxics Reduction Evaluation (TRE) will be required for the following proposed WQBELs: total cadmium, total thallium, acrylamide, total PCBs, toxaphene, benzo(a)anthracene, benzo(a)pyrene, 3,4-benzofluoranthene, and benzo(k)fluoranthene. The final WQBELs will become effective three (3) years after permit issuance.

 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.

PA0217093, Industrial, SIC Code 3315, Johnstown Wire Technologies, Inc., 124 Laurel Avenue, Johnstown, PA 15906-2246. Facility Name: Johnstown Wire Techs Johnstown Plant. This existing facility is located in Johnstown City, Cambria 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, Conemaugh River (WWF), is located in State Water Plan watershed 18-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 601.—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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 602.—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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 603 are based on a design flow of 1.46 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
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110.0
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Lead, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Zinc, Total XXX XXX XXX 0.95 1.9 XXX
Acrylamide (ug/L) XXX XXX XXX 9.07 14.2 XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 613 are based on a design flow of 1.08 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 203 412 XXX 31.0 60.0 75
Oil and Grease 137 279 XXX 26.0 52.0 XXX
Cadmium, Total XXX XXX XXX 0.021 0.042 0.053
Chromium, Total XXX XXX XXX 1.71 2.77 3.46
Copper, Total XXX XXX XXX 0.13 0.26 0.33
Cyanide, Total XXX XXX XXX 0.65 1.2 1.5
Iron, Total XXX XXX XXX 3.5 7.0 8.75
Lead, Total 2.35 4.74 XXX 0.34 0.68 0.85
Nickel, Total XXX XXX XXX 2.38 3.98 4.98
Silver, Total XXX XXX XXX 0.062 0.12 0.16
Zinc, Total 7.70 13.9 XXX 1.05 2.10 2.63
Total Toxic Organics XXX XXX XXX XXX 2.13 XXX

 The proposed effluent limits for Outfall 623 are based on a design flow of 0.005 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 203 412 XXX 31.0 60.0 XXX
Oil and Grease 137 279 XXX 26.0 52.0 XXX
Cadmium, Total XXX XXX XXX 0.021 0.042 XXX
Chromium, Total XXX XXX XXX 1.71 2.77 XXX
Copper, Total XXX XXX XXX 0.13 0.26 XXX
Cyanide, Total XXX XXX XXX 0.65 1.2 XXX
Iron, Total XXX XXX XXX 3.5 7.0 XXX
Lead, Total 2.35 4.74 XXX 0.34 0.68 XXX
Nickel, Total XXX XXX XXX 2.38 3.98 XXX
Silver, Total XXX XXX XXX 0.062 0.12 XXX
Zinc, Total 7.70 13.9 XXX 1.05 2.10 XXX
Total Toxic Organics XXX XXX XXX XXX 2.13 XXX

 The proposed effluent limits for Outfall 604.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 614 are based on a design flow of 0.03 MGD.—Limits.

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

 The proposed effluent limits for Outfall 605.—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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Outfall 615.—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 203 412 XXX 31.0 60.0 XXX
Oil and Grease 137 279 XXX 26.0 52.0 XXX
Cadmium, Total XXX XXX XXX 0.021 0.042 XXX
Chromium, Total XXX XXX XXX 1.71 2.77 XXX
Copper, Total XXX XXX XXX 0.13 0.26 XXX
Cyanide, Total XXX XXX XXX 0.65 1.2 XXX
Iron, Total XXX XXX XXX 3.5 7.0 XXX
Lead, Total 2.35 4.74 XXX 0.34 0.68 XXX
Nickel, Total XXX XXX XXX 2.38 3.98 XXX
Silver, Total XXX XXX XXX 0.062 0.12 XXX
Zinc, Total 7.70 13.9 XXX 1.05 2.10 XXX
Total Toxic Organics XXX XXX XXX XXX 2.13 XXX

 The proposed effluent limits for Outfall 625 are based on a design flow of 0.03 MGD.—Limits.

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

 The proposed effluent limits for Outfall 606.—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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 607.—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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Outfall 617 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
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110

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

 The EPA Waiver is not in effect.

PA0096318, Sewage, SIC Code 4952, Robinson Township Municipal Authority, Allegheny County, 4200 Campbells Run Road, Pittsburgh, PA 15205-1306. Facility Name: Covi Douglas STP. This existing facility is located at Forest Grove Road, Robinson Township, PA 15136, located in Robinson Township, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary to Moon Run (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 .1538 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
35.0 52.5 XXX 20.0 30.0 40
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 52.6 78.9 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 transmittance (%) XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 7.9 11.9 XXX 4.5 6.8 9
 May 1 - Oct 31 3.7 5.6 XXX 2.1 3.2 4.2
Total Nitrogen XXX XXX XXX Report
Daily Max
XXX XXX
Total Phosphorus XXX XXX XXX Report
Daily Max
XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0070483, Industrial, SIC Code 4953, Grand Central Sanitary Landfill, Inc., 910 Pennsylvania Avenue, Pen Argyl, PA 18072-9709. Facility Name: Grand Central Sanitary Landfill. This existing facility is located in Plainfield Township, Northampton 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 streams, an Unnamed Tributary to Little Bushkill Creek (HQ-CWF/MF) and Waltz Creek (CWF/MF), are located in State Water Plan watershed 1-F and are classified for High Quality—Cold Water Fishes, 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 0.1 MGD.

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
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
True Color (Pt-Co Units) XXX XXX XXX 100 XXX XXX
Influent Carbonaceous
 Biochemical Oxygen
 Demand (CBOD5)
Report XXX XXX Report XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
20 XXX XXX 25.0 XXX 75.0
CBOD5 Minimum %
 Removal (%)
XXX XXX XXX 85 XXX XXX
Total Suspended Solids Report Report XXX 27.0 88.0 XXX
Total Dissolved Solids XXX XXX XXX XXX 1,000 XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
XXX 1,000
Nitrate-Nitrite as N
 May 1 - Sep 30 Report Report XXX Report Report XXX
Total Nitrogen
 May 1 - Sep 30 Report Report XXX Report Report XXX
Ammonia-Nitrogen 2.5 XXX XXX 3.0 XXX 6.0
Total Kjeldahl Nitrogen
 May 1 - Sep 30 Report Report XXX Report Report XXX
Total Phosphorus
 May 1 - Sep 30 Report Report XXX Report Report XXX
Boron, Total 4.5 7.1 XXX 5.5 8.5 XXX
Zinc, Total Report Report XXX 0.11 0.20 XXX
Phenol Report Report XXX 0.015 0.026 XXX
a-Terpineol Report Report XXX 0.016 0.033 XXX
Benzoic Acid Report Report XXX 0.071 0.12 XXX
p-Cresol Report Report XXX 0.014 0.025 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 Instant. Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX Report XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Copper, Dissolved XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Zinc, Dissolved XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 004, 005, 007—009 and 011 are based on a design flow of 0 MGD (stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX Report XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX

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

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.


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

Application Number Application Type Applicant Name & Address Municipality, County Office
PAD150246 New The Hankin Group
707 Eagleview Blvd
Exton, PA 19341
Uwchlan Township
Chester County
SERO
PAD480163 New Frank Oieni
Oieni Construction Co., Inc.
601 Stones Crossing Road
Easton, PA 18045-5021
Palmer Township
Northampton County
NERO
PAD390216 New Serfass Development & Acquisitions 1, LLC
3784 Mauch Chunk Road
Allentown, PA 18104
City of Allentown
Lehigh County
NERO
PAD520037 New Aikolai USA One, LLC
105 Kahr Avenue
Greeley, PA 18428
Blooming Grove Township
Pike County
NERO
PAD480027 A-6 Major Amendment Lafayette College Facilities Planning & Construction
901 Bushkill Drive
Easton, PA 18042
City of Easton
Northampton County
NERO
PAD670062 New Two Farms, Inc.
3611 Roland Avenue
Baltimore, MD 21211
Shrewsbury Township
York County
SCRO
PAD210040 A-1 Renewal Forgedale Crossing, LLC
529 East Main Street
Lititz, PA 17543
South Middleton Township
Cumberland County
SCRO

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