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PA Bulletin, Doc. No. 21-2069

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[51 Pa.B. 7712]
[Saturday, December 11, 2021]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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


I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office
4900401 Major Sewage Treatment Facility Individual WQM Permit Amendment Sunbury City
Municipal Authority
Northumberland County
462 S 4th Street
Sunbury, PA 17801-3134
Sunbury City
Northumberland County
NCRO
1690402 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Paint Township
Clarion County
NWRO
4695428 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Lower Salford
Township Authority
Montgomery County
P.O. Box 243
Harleysville, PA 19438-0243
Lower Salford Township
Montgomery County
SERO
PAG040197 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Connelly Michele A
2448 Schaffer Road
Pottstown, PA 19464
New Hanover Township
Montgomery County
SERO
1502419 Pump Stations Individual WQM Permit Transfer PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Valley Township
Chester County
SERO
1503404 Pump Stations Individual WQM Permit Transfer PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Valley Township
Chester County
SERO
1506413 Pump Stations Individual WQM Permit Transfer PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Valley Township
Chester County
SERO
PA0232980 Single Residence STP
Individual NPDES Permit
Transfer Laura L & Terry L Clary
6601 Chestnut Grove Highway
Luthersburg, PA 15848-5014
Bloom Township
Clearfield County
NCRO
PA0267597 Single Residence STP
Individual NPDES Permit
Transfer Nail Edward J Jr
3794 Kettle Road
Altoona, PA 16601-8522
Tyrone Township
Blair County
SCRO
PA0272477 Single Residence STP
Individual NPDES Permit
Transfer Carrie & Daniel Schmader & David & Ernestine Lawson
1651 Weiler Road
Warren, PA 16365
Conewango Township
Warren County
NWRO
PA0288161 Single Residence STP
Individual NPDES Permit
Transfer Jamie & Kristen Respecki
5470 Zessinger Road
McKean, PA 16426-2207
Howe Township
Forest County
NWRO
0721405 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Nail Edward J Jr
3794 Kettle Road
Altoona, PA 16601-8522
Tyrone Township
Blair County
SCRO
1718401 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Laura L & Terry L Clary
6601 Chestnut Grove Highway
Luthersburg, PA 15848-5014
Bloom Township
Clearfield County
NCRO
2521432 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Shollenberger Matthew
8200 Keefer Road
Girard, PA 16417-8030
Fairview Township
Erie County
NWRO
2720402 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Jamie & Kristen Respecki
5470 Zessinger Road
McKean, PA 16426-2207
Howe Township
Forest County
NWRO
4318405 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Sevin Lisa
250 Tieline Road
Grove City, PA 16127
Pine Township
Mercer County
NWRO
6219411 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Carrie & Daniel Schmader & David & Ernestine Lawson
1651 Weiler Road
Warren, PA 16365
Conewango Township
Warren County
NWRO
WQG02052101 WQG-02 WQM General Permit New West Providence Township Municipal Authority
83 East Fifth Avenue
Everett, PA 15537
West Providence Township
Bedford County
SCRO
WQG02150618 WQG-02 WQM General Permit Transfer PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Valley Township
Chester County
SERO
WQG02150710 WQG-02 WQM General Permit Transfer PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Valley Township
Chester County
SERO
WQG02152103 WQG-02 WQM General Permit Transfer PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Valley Township
Chester County
SERO

II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

Northcentral Regional Office

PA0111945, Industrial, SIC Code 3321, Ward Manufacturing, LLC, 117 Gulick Street, Blossburg, PA 16912-1001. Facility Name: Ward Manufacturing Blossburg Foundry. This existing facility is located in Blossburg Borough, Tioga County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharges of stormwater and non-contact cooling water.

 The receiving stream(s), Tioga River (CWF) and Johnson Creek (CWF), is located in State Water Plan watershed 4-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 stormwater outfalls 005—010 and 301 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.)
 Other Stormwater
XXX XXX XXX XXX Report XXX
Total Suspended Solids
 Other Stormwater
XXX XXX XXX XXX Report XXX
Copper, Total
 Other Stormwater
XXX XXX XXX XXX Report XXX
Iron, Total
 Other Stormwater
XXX XXX XXX XXX Report XXX
Lead, Total
 Other Stormwater
XXX XXX XXX XXX Report XXX
Zinc, Total
 Other Stormwater
XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 1.67 MGD.—Limits.

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

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.04 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

PA0228818 A-1, Industrial, SIC Code 2621, First Quality Tissue, LLC, 904 Woods Avenue, Lock Haven, PA 17745-3348. Facility Name: FQT Lock Haven Plant. This existing facility is located in Castanea Township, Clinton County.

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

 The receiving stream(s), Bald Eagle Creek (WWF) and Bald Eagle Creek, is located in State Water Plan watershed 9-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 Outfalls 001, 002 and 004 are based on a design flow of 0.0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) 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

 The proposed effluent limits for Outfall 003 are based on a design flow of 7.40 MGD.

Mass Units (lbs/day) Concentrations (mg/L, unless noted)
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
Biochemical Oxygen
 Demand (BOD5)
4,010 8,020 XXX 65.0 130.0 160
Total Suspended Solids 3,270 6,540 XXX 53.0 105.0 130
Aluminum, Total 35.02 70.0 XXX 0.92 1.84 2.3
Iron, Total 20.34 40.69 XXX 0.53 1.07 1.33
Manganese, Total 5.13 10.27 XXX 0.13 0.27 0.33
Cadmium, Total (ug/L) Report Report XXX Report Report XXX
Chromium, Hexavalent  (ug/L) Report Report XXX Report Report XXX
Silver, Total (ug/L) 0.34 0.52 XXX 5.41 8.44 13.5
4,4-DDD (ug/L) 0.0004 0.0006 XXX 0.006 0.009 0.015
4,4-DDT (ug/L) 0.0001 0.0002 XXX 0.002 0.003 0.005
4,4-DDE (ug/L) 0.00007 0.0001 XXX 0.001 0.002 0.003
2,4-Dinitrotoluene (ug/L) 0.19 0.29 XXX 3.00 4.68 7.5
2,3,7,8-Tetrachloro-
 dibenzo-p-dioxin (ng/L)
     0.0000000185          0.0000000289 XXX 0.0003 0.0005 0.0008
Acrylonitrile (ug/L) 0.22 0.35 XXX 3.60 5.62 9.01
1,2,4-Trichlorobenzene  (ug/L) 0.049 0.076 XXX 0.79 1.24 1.99
Butyl Benzyl Phthalate  (ug/L) 0.07 0.11 XXX 1.13 1.77 2.84
Dieldrin (ng/L) 0.000004 0.000006 XXX 0.06 0.09 0.1
Endrin (ug/L) Report Report XXX Report Report XXX
Hexachlorobutadiene  (ug/L) 0.037 0.058 XXX 0.60 0.94 1.5
Phenanthrene (ug/L) Report Report XXX Report Report XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 003.

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

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

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

 • Chesapeake Bay Nutrient Requirements

 • Industrial Stormwater Requirements

 • Chemical Additive 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.

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 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
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report Report
Wkly Avg
XXX Report Report XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
 (Total Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX 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) 0.076 0.12 XXX 1.08 1.69
Daily Max
2.7
N-Nitrosodi-N-Propylamine (ug/L) 0.017 0.027 XXX 0.24 0.38
Daily Max
0.61

 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.

PA0033928, Sewage, SIC Code 6515, PA 2018 Town & Country, LLC, 1400 Belleville Street, Richmond, VA 23230-4629. Facility Name: PA 2018 Town & Country, LLC. This existing facility is located in Troy Township, Bradford County.

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

 The receiving stream(s), Unnamed Tributary to West Branch Sugar Creek (TSF), is located in State Water Plan watershed 4-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 0.024 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0
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 XXX XXX XXX 20.0 XXX 40.0
 May 1 - Oct 31 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
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report
Daily Max
XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-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 570-327-3693.

 The EPA Waiver is in effect.

Northeast Regional Office

PAS212218, Storm Water, SIC Code 3271, Oldcastle APG Northeast, Inc., 800 Uhler Road, Easton, PA 18040-6617. Facility Name: Oldcastle APG Northeast, Inc.—Easton Facility. This existing facility is located in Forks Township, Northampton County.

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

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

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

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

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

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

PA0044920, Industrial, SIC Code 3625, 3822, Blew Enterprises Inc. (FKA Lehighton Electronics Inc.), 517 North 9th Street, Lehighton, PA 18235. Facility Name: Lehighton Electronics. This existing facility is located in Mahoning Township, Carbon County.

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

 The receiving stream(s), Mahoning Creek (CWF, MF), is located in State Water Plan watershed 2-B 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 .022 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
Naphthalene XXX XXX XXX Report XXX Report
1,1-Dichloroethylene XXX XXX XXX Report XXX Report
cis-1,2-Dichloroethylene XXX XXX XXX Report XXX Report
trans-1,2-Dichloroethylene XXX XXX XXX Report XXX Report
Trichloroethylene XXX XXX XXX 0.050 XXX 0.078
Vinyl Chloride XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 101 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 Report
Daily Max
XXX XXX XXX XXX
Naphthalene XXX XXX XXX Report XXX Report
1,1-Dichloroethylene XXX XXX XXX Report XXX Report
cis-1,2-Dichloroethylene XXX XXX XXX Report XXX Report
trans-1,2-Dichloroethylene XXX XXX XXX Report XXX Report
Trichloroethylene XXX XXX XXX Report XXX Report
Vinyl Chloride XXX XXX XXX Report XXX Report

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

 • Necessary property rights; Residuals management; Relation to previous WQM permits; BAT/ELG requirements; Minimum reduction requirement/reporting; Groundwater Cleanup conditions.

 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.

PA0062197, Industrial, SIC Code 4941, Schuylkill County Municipal Authority, 221 S Centre Street, Pottsville, PA 17901-3506. Facility Name: Schuylkill County Municipal Authority Mt. Laurel WTP. This existing facility is located in New Castle Township, Schuylkill 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), Mud Run (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Lead, Total (ug/L) Report Report XXX Report Report XXX
Mercury, Total (ug/L) Report Report XXX Report Report XXX
Zinc, Total (ug/L) Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (ug/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Lead, Total (ug/L) 0.0004 0.0006 XXX 0.60 0.94 1.51
Mercury, Total (ug/L) 0.00006 0.00009 XXX 0.099 0.15 0.25
Zinc, Total (ug/L) 0.019 0.030 XXX 40.0 49.7 79.7

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.20 XXX 0.48
Total Suspended Solids Report Report XXX 30.0 60.0 75.0
Aluminum, Total 0.57 0.89 XXX 0.948 1.479 2.370
Copper, Total Report Report XXX Report Report XXX
Iron, Dissolved Report Report XXX Report Report XXX
Iron, Total Report Report XXX 2.000 4.000 5.000
Manganese, Total Report Report XXX 1.000 2.000 2.500
Acrylamide (ug/L) Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall/Internal Monitoring Point 101 are based on a design flow of NA MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Aluminum, Total (ug/L)
 Intake
Report Report XXX Report Report XXX
Copper, Total (ug/L)
 Intake
Report Report XXX Report Report XXX
Iron, Dissolved (ug/L)
 Intake
Report Report XXX Report Report XXX
Lead, Total (ug/L)
 Intake
Report Report XXX Report Report XXX
Mercury, Total (ug/L)
 Intake
Report Report XXX Report Report XXX
Zinc, Total (ug/L)
 Intake
Report Report XXX Report Report XXX

 In addition, the permit contains the following major special conditions: Necessary Property Rights; Residuals Management; Relation to WQM permits; BAT/ELG; Chlorine minimization; Dry stream: WQBELs for Toxic Pollutants (Lead, Mercury, Zinc); WQBELs below Quantitation Limits (Lead and Mercury); Chemical Additives; Basin Cleaning.

 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.

PA0026921, Sewage, SIC Code 4952, Greater Hazleton Joint Sewer Authority, P.O. Box 651, Hazleton, PA 18201-0651. Facility Name: Greater Hazleton Joint Sewer Authority Wastewater Treatment Plant. This existing facility is located in West Hazleton Borough, Luzerne 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), Black Creek (CWF/MF), Tributary 28127 to Black Creek (CWF/MF), Unnamed Tributary to Black Creek (CWF/MF), Unnamed Tributary to Hazle Creek (HQ-CWF/MF), Cranberry Creek (CWF/MF) and an Unnamed Tributary to Cranberry Creek (CWF/MF), are located in State Water Plan watersheds 5-D and 2-B and are classified as previously indicated as well as 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 8.9 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Maximum Instant. Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
1,856 2,969 XXX 25.0 40.0 50.0
Total Suspended Solids 2,227 3,340 XXX 30.0 45.0 60.0
Fecal Coliform (No./100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Influent Biochemical Oxygen
 Demand (BOD5)
Report Report XXX Report XXX XXX
Influent Total Suspended Solids Report Report XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs)
Report
Total Monthly
Report
Total
Annual
XXX XXX XXX XXX
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
 (Total Load, lbs) Report
Total Monthly
XXX XXX XXX XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
 (Total Load, lbs) Report
Total Monthly
XXX XXX XXX XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
 (Total Load, lbs) Report
Total Monthly
Report
Total
Annual
XXX XXX XXX XXX
Net Total Nitrogen
 (Total Load, lbs)
Report
Total Monthly
216,739
Total
Annual
XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
 (Total Load, lbs) Report
Total Monthly
Report
Total
Annual
XXX XXX XXX XXX
Net Total Phosphorus
 (Total Load, lbs)
Report
Total Monthly
27,092
Total
Annual
XXX XXX XXX XXX
Aluminum, Total Report XXX XXX Report
Avg Qrtly
XXX XXX
Iron, Total Report XXX XXX Report
Avg Qrtly
XXX XXX
Iron, Dissolved Report XXX XXX Report
Avg Qrtly
XXX XXX
Manganese, Total Report XXX XXX Report
Avg Qrtly
XXX XXX
Cobalt, Total Report XXX XXX Report
Avg Qrtly
XXX XXX
Copper, Total Report XXX XXX Report
Avg Qrtly
XXX XXX
Zinc, Total Report XXX XXX Report
Avg Qrtly
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.9 MGD.

 (From Permit Effective Date to 3 Years After Permit Effective Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
Instant.
Maximum
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Cyanide, Free (µg/L) Report XXX XXX Report XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 1.6

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.9 MGD.

 (From 3 Years After Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Daily
Maximum
Instant. Maximum
Ammonia-Nitrogen
 May 1 - Oct 31 204 XXX XXX 2.75 XXX 5.5
 Nov 1 - Apr 30 612 XXX XXX 8.25 XXX 16.5
Cyanide, Free (µg/L) 0.60 XXX XXX 8.1 12.7 20.3
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 0.29

 The proposed effluent limits for Outfall 101 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 102 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 103 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
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) Concentrations (mg/L)
Parameters Monthly Total
Annual
Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs)
 Effluent Net
XXX 216,739 XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs)
Report Report XXX XXX XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs)
Report Report XXX See Above XXX See Above
Total Phosphorus
 (Total Load, lbs)
Report Report XXX XXX XXX XXX
 Effluent Net XXX 27,092 XXX XXX XXX XXX

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

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

 • Chesapeake Bay Nutrient Requirements

 • Maximizing Treatment at the Existing POTW

 • Combined Sewer Overflows

 • POTW Pretreatment Program Implementation

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements for Total Residual Chlorine (TRC)

 • Requirements Applicable to Stormwater Outfalls

 • High Flow Management Plan

 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.

PA0060950, Sewage, SIC Code 8211, Lackawanna Trail School District, P.O. Box 85, 28 Tunnel Hill Road, Factoryville, PA 18419-0085. Facility Name: Lackawanna Trail High School Wastewater Treatment Facility. This existing facility is located in Clinton Township, Wyoming 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 South Branch Tunkhannock Creek (CWF), is located in State Water Plan watershed 4-F 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 0.0138 MGD.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Dissolved Oxygen XXX XXX Report
Inst Min
XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0138 MGD.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0138 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.36 XXX 0.84
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 17.46 XXX 34.92
 May 1 - Oct 31 XXX XXX XXX 5.82 XXX 11.64
E. Coli (No./100 ml) XXX XXX XXX Report
Daily Max
XXX XXX
Nitrate-Nitrite as N Report
Annl Avg
XXX XXX Report
Annl Avg
XXX XXX
Total Nitrogen Report
Annl Avg
XXX XXX Report
Annl Avg
XXX XXX
Total Kjeldahl Nitrogen Report
Annl Avg
XXX XXX Report
Annl Avg
XXX XXX
Total Phosphorus Report
Annl Avg
XXX XXX Report
Annl Avg
XXX XXX

 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.

Northwest Regional Office

PA0102288, Industrial, SIC Code 4953, Casella Waste Management of PA, Inc., 25 Green Hills Lane, Rutland, VT 05071-3804. Facility Name: McKean County Landfill. This existing facility is located in Sergeant Township, McKean 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, the Little Sicily Run (CWF), the Sicily Run (CWF), an Unnamed Tributary to the Sevenmile Run (HQ-CWF), and the Rocky Run (CWF), are located in State Water Plan watershed 17-A and are classified for Cold Water Fishes and 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 0.05 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Quarterly 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
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 37.0
Avg Mo
140.0 140
Total Suspended Solids XXX XXX XXX 27.0
Avg Mo
88.0 88
Oil and Grease XXX XXX XXX 15.0
Avg Mo
XXX 30.0
Ammonia-Nitrogen XXX XXX XXX 4.6
Avg Mo
9.2 11.5
Zinc, Total XXX XXX XXX 0.11 0.20 0.27
Phenol XXX XXX XXX 0.015 0.026 0.037
a-Terpineol XXX XXX XXX 0.016 0.033 0.04
Benzoic Acid XXX XXX XXX 0.071 0.12 0.17
p-Cresol XXX XXX XXX 0.014 0.025 0.035

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Iron, Total XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Iron, Total XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Iron, Total XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Iron, Total XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Iron, Total XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Iron, Total XXX XXX XXX Report XXX Report

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

 • Equivalent Treatment Determination

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is in effect.

PA0205559, Sewage, SIC Code 4952, Jonathan Clark & Thomas Loughry d/b/a WJT Enterprises, 4639 Route 119 Highway N, Home, PA 15747-9002. Facility Name: Crystal Waters PCH. This existing facility is located in Rayne 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, the Pine Run (CWF), is located in State Water Plan watershed 17-E 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 0.0029 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.4
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen XXX XXX XXX Report XXX Report
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max
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.

PA0221031, Sewage, SIC Code 4952,8811, Sharon L Priester, 1499 Mercer New Wilmington Road, New Wilmington, PA 16142-2521. Facility Name: Sharon Priester SRSTP. This existing facility is located in East Lackawannock Township, Mercer 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 Little Neshannock Creek (TSF), is located in State Water Plan watershed 20-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Total Residual Chlorine (TRC) XXX XXX XXX Report
Avg Mo
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 814-332-6078.

 The EPA Waiver is in effect.

PA0239585, Sewage, SIC Code 8800, Lawrence J. Adams, 125 Wallace Road, Portersville, PA 16051-2129. Facility Name: Lawrence J Adams SFTF. This existing facility is located in Muddycreek Township, Butler County.

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

 The receiving stream, an Unnamed Tributary to the Big Run (HQ-CWF), is located in State Water Plan watershed 20-C 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 0.0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
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.

PA0264148, Sewage, SIC Code 8800, Matthew W. Hoover, 4551 Greenlee Road, McKean, PA 16426-1813. Facility Name: Matthew W. Hoover SRSTP. This existing facility is located in McKean Township, Erie 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 Lamson Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

PA0264261, Sewage, SIC Code 4952, 8800, Robert K. McClain, 1310 Thompson Hill Road, Russell, PA 16345-1916. Facility Name: Robert K. McClain SRSTP. 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 SRSTP sewage.

 The receiving stream(s), Valentine 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 .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
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

PA0264318, Sewage, SIC Code 8800, James Weaver, 17506 State Highway 86, Saegertown, PA 16433-6338. Facility Name: James Weaver SRSTP. This existing facility is located in Woodcock Township, Crawford 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, an Unnamed Tributary to the Bossard Run (HQ-CWF), is located in State Water Plan watershed 16-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 0.0005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
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.

PA0264661, Sewage, SIC Code 8800, Vance Fox, 386 Gates Lane, Russell, PA 16345-3903. Facility Name: Vance Fox SRSTP. This existing facility is located in Pine Grove Township, Warren 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, the Johnny 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 0.0004 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
Total Residual Chlorine (TRC) XXX XXX XXX Report
Avg Mo
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 814-332-6078.

 The EPA Waiver is in effect.

PA0264695, Sewage, SIC Code 4952, 8800, Susan First, 1090 Linn Tyro Road, Hadley, PA 16130-2832. Facility Name: Susan First SFTF. This existing facility is located in Perry Township, 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 is an Unnamed Tributary to Little Shenango River, located in State Water Plan watershed 20-A and 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 0.0008 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
Total Residual Chlorine (TRC) XXX XXX XXX Report
Avg Mo
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.

PA0264750, Sewage, SIC Code 4952, 8800, Jamie Fitch, 1470 Brown Hill Road, Youngsville, PA 16371-3310. Facility Name: Jamie Fitch SRSTP. This existing facility is located in Brokenstraw 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 is Indian Camp Run, located in State Water Plan watershed 16-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

PA0264814, Sewage, SIC Code 4952, 8800, Chelsey Ricketts, 10851 Sidehill Road, North East, PA 16428-4963. Facility Name: Chelsey Ricketts SRSTP. This existing facility is located in North East Township, Erie County.

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

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

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

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

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

 The EPA Waiver is in effect.

PA0265080, Sewage, SIC Code 4952, 8800, Charlotte & Robert Russo, 6480 Lakeside Drive, Sharpsville, PA 16150-9670. Facility Name: Charlotte & Robert Russo SRSTP. This existing facility is located in South Pymatuning Township, 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 is an Unnamed Tributary to the Shenango River, located in State Water Plan watershed 20-A and classified for Warm Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX Report 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 814-332-6078.

 The EPA Waiver is in effect.

PA0273147, Sewage, SIC Code 4952, 8800, Thomas C. Judge, 3029 Egypt Hollow Road, Russell, PA 16345-4521. Facility Name: Thomas C. Judge SRSTP. This existing facility is located in Pine Grove 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 is an unnamed tributary Widdlefield Run, located in State Water Plan watershed 16-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX Report 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 814-332-6078.

 The EPA Waiver is in effect.

PA0289973, Sewage, SIC Code 8800, Miranda Dagres, 14 Nutt Road, Grove City, PA 16127-6032. Facility Name: Miranda Dagres SRSTP. This proposed facility is located in Pine Township, Mercer 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 North Branch Slippery Rock Creek (CWF), is located in State Water Plan watershed 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 .0004 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

PA0289981, Sewage, SIC Code 8800, Bryan L. Smith, 32 Fassinger Lane, Volant, PA 16156-1312. Facility Name: Bryan L Smith SRSTP. This proposed facility is located in Springfield Township, Mercer 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), Neshannock Creek (TSF), is located in State Water Plan watershed 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 .0004 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

PA0290068, Sewage, SIC Code 8800, Ryan Caldwell, 19711 Morris Road, Meadville, PA 16335-9625. Facility Name: Caldwell SRSTP. This proposed facility is located in Woodcock Township, Crawford 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 French Creek (WWF), is located in State Water Plan watershed and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .4 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

PA0290084, Sewage, SIC Code 8800, Tyler Wilber, 2035 West Washington Street, Bradford, PA 16701. Facility Name: Wilber SRSTP. This proposed facility is located in Bradford Township, McKean 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), Willow Creek (HQ-CWF), is located in State Water Plan watershed and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0086304, Sewage, SIC Code 4952, Earl Township Sewer Authority, Lancaster County, 517 N Railroad Avenue, New Holland, PA 17557-9758. Facility Name: Earl Township STP. This existing facility is located in Earl Township, Lancaster 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), Mill Creek (WWF, MF), is located in State Water Plan watershed 7-J and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.65 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 103.0 163.0
Wkly Avg
XXX 19.0 30.0 38.0
Total Suspended Solids 163.0 244.0
Wkly Avg
XXX 30.0 45.0 60.0
BOD5
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
E. Coli (No./100 ml) XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 19.0 XXX XXX 3.5 XXX 7.0
 Nov 1 - Apr 30 57.0 XXX XXX 10.5 XXX 21.0
Total Phosphorus 11.0 XXX XXX 2.0 XXX 4.0
Ultraviolet light dosage
 (mWsec/cm2)
XXX XXX Report Report XXX XXX

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen (Final) Report 7,306 XXX XXX XXX
Net Total Phosphorus (Final) Report 974 XXX XXX XXX

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

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

 The EPA Waiver is not in effect.

Southeast Regional Office

PA0011266, Industrial, SIC Code 2819, Global Advanced Metals USA, Inc., 1223 County Line Road, Boyertown, PA 19512. Facility Name: Global Advanced Metals USA, Inc. This existing facility is located in Douglass Township, Montgomery 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), Swamp Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1763 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Antimony, Total Report Report XXX Report Report XXX
Arsenic, Total Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1763 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Antimony, Total 0.09 0.14 XXX 0.061 0.0952 0.153
Arsenic, Total 0.16 0.25 XXX 0.109 0.17 0.272

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1763 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
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.2
Total Suspended Solids 29.5 59.0 XXX 20 40 50
Total Dissolved Solids 13,631 21,265 XXX 9,270.0 14,463.0 23,175
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease 22.0 44.0 XXX 15.0 30.0 30
Nitrate-Nitrite as N 147 184 XXX 100 125 150
Ammonia-Nitrogen 9.99 19.97 XXX 6.8 13.6 17
Total Phosphorus Report Report XXX Report Report XXX
Copper, Total 0.122 0.191 XXX 0.083 0.130 0.208
Fluoride, Total 36.08 64.35 XXX 24.54 43.78 61.35
Lead, Total 0.051 0.078 XXX 0.035 0.054 0.088
Molybdenum, Total 0.270 0.610 XXX 0.183 0.415 0.458
Nickel, Total 0.147 0.230 XXX 0.100 0.156 0.25
Sulfate, Total 5881 9175 XXX 4000 6240 10000
Thallium, Total 0.003 0.005 XXX 0.002 0.003 0.005
Zinc, Total 1.03 1.607 XXX 0.701 1.093 1.75
Chloride 10,824 16,888 XXX 7,362.0 11,486.0 18,405

 The proposed effluent limits for Outfall 002 are based on a design flow of .0712 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
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
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Molybdenum, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .0712 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
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.2
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids Report Report XXX 20 40 50
Total Dissolved Solids 890 1,366 XXX 1,500.0 2,300.0 3,750
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease Report Report XXX 15 30 30
Nitrate-Nitrite as N Report Report XXX Report Report XXX
Ammonia-Nitrogen Report Report XXX 4.0 8.0 10
Fluoride, Total Report Report XXX 20 31 50
Sulfate, Total Report Report XXX 100 156 250
Chloride Report Report XXX 875.0 1,365.0 2,188

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

 • Dry stream discharge condition

 • Development of an O&M plan

 • Non-stormwater discharge

 • Basis for Nitrate-Nitrite limit

 • Justification for TDS limit

 • Stormwater discharge from lift pump station

 • Schedule of compliance

 • WQBEL for toxic pollutants

 • Chemical additives

 • Requirements applicable to stormwater outfalls

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

 The EPA Waiver is in effect.

PA0011282, Industrial, SIC Code 4941, Aqua Pennsylvania, Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Crum Creek Water Treatment Plant. This existing facility is located in Springfield Township, Delaware 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), Crum Creek (WWF), is located in State Water Plan watershed 3-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 0 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 0.5 1.0 1.2
Total Suspended Solids XXX XXX XXX 30 60 75
Aluminum, Total XXX XXX XXX 1.24 2.48 3.1
Iron, Total XXX XXX XXX 2.0 4.0 5
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Chlorodibromomethane XXX XXX XXX XXX Report XXX
Dichlorobromomethane XXX XXX XXX XXX Report XXX
Chloroform XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .555 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 XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .555 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 0.5 1.0 1.2
Total Suspended Solids XXX XXX XXX 30 60 75
Aluminum, Total XXX XXX XXX 4.0 8.0 10
Iron, Total XXX XXX XXX 2.0 4.0 5
Manganese, Total XXX XXX XXX 2.0 4.0 5
Acrylamide XXX XXX XXX XXX Report XXX
Chlorodibromomethane XXX XXX XXX XXX Report XXX
Dichlorobromomethane XXX XXX XXX XXX Report XXX
Chloroform 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
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 0.5 1.0 1.2
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
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 0.5 1.0 1.2
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 013 are based on a design flow of .094 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0

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

 • Limited dilution

 • Discharge to Crum Creek

 • Discharge from residual lagoons

 • Sampling for Acrylamide

 • Chemical additives

 • Sedimentation basin cleaning condition

 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.

PA0058378, Sewage, SIC Code 4952, Upper Uwchlan Township Municipal Authority, 140 Pottstown Pike, Chester Springs, PA 19425-9516. Facility Name: St Andrews Brae STP. 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 sewage.

 The receiving stream(s), Black Horse Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-H and is classified for Mi 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 .0036 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 6.0
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 0.60 0.90 XXX 20 30 40
 May 1 - Oct 31 0.30 0.45 XXX 10 15 20
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 0.30 0.45 XXX 10 15 20
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
Total Nitrogen 0.9 XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 0.14 XXX XXX 4.5 XXX 9
 May 1 - Oct 31 0.05 XXX XXX 1.5 XXX 3
Total Phosphorus
 Nov 1 - Mar 31 0.06 XXX XXX 2.0 XXX 4
 Apr 1 - Oct 31 0.03 XXX XXX 1.0 XXX 2

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

 A. No Stormwater

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Optimization

 E. Operator Notification

 F. Fecal Coliform Reporting

 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

PA0006335, Industrial, SIC Code 3317, IPSCO Koppel Tubulars, LLC, P.O. Box 410, Ambridge, PA 15003-0410. Facility Name: IPSCO Koppel Tubulars LLC Ambridge Plant. This existing facility is located in Ambridge Borough, 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), Ohio River (WWF) and Unnamed Tributary to 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 Stormwater flow of 0 MGD.—Limits.

 Note: Stormwater sampling at Outfall 001 is prior to commingling with effluent from IMP 101.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Quarterly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report 7.0 XXX
Lead, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Quarterly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report 7.0 XXX
Lead, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.203 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids 186.48 539.92 XXX 15.0 40.0 XXX
Oil and Grease XXX 134.98 XXX XXX 10 XXX

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

 • Chemical Additives Requirements

 • Requirements for 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 not in effect.

PA0041378, Industrial, SIC Code 3316, Prime Metals Acquisition, LLC, 101 Innovation Drive, Homer City, PA 15748-7433. Facility Name: Prime Metals & Alloys/Homer City Plant. This existing facility is located in Center Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage and new discharges of non-contact cooling water and stormwater. This is a revision to draft limits published on July 31, 2021.

 The receiving streams, Unnamed Tributary to Two Lick Creek (CWF) and Two Lick Creek (TSF), are located in State Water Plan watershed 18-D and are classified for Cold Water Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 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
Aluminum, Total XXX XXX XXX 0.75
Avg Qrtly
0.75 XXX
Iron, Total XXX XXX XXX 1.5
Avg Qrtly
3.0 XXX
Manganese, Total XXX XXX XXX 1.0
Avg Qrtly
2.0 XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.00144 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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease 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 003 are based on a design flow of 0.00144 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 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Aluminum, Total (Interim) XXX XXX XXX Report Report XXX
Aluminum, Total (Final) XXX XXX XXX 0.75 0.75 XXX
Iron, Total (Interim) XXX XXX XXX Report Report XXX
Iron, Total (Final) XXX XXX XXX 1.5 3.0 XXX
Manganese, Total (Interim) XXX XXX XXX Report Report XXX
Manganese, Total (Final) XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Outfalls 010 and 011 are for stormwater discharges.—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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease 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 012 are for stormwater discharges.—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
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 101 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) 0.005 Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Total Nitrogen XXX XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.013 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 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for Internal Monitoring Point 402 are based on a design flow of 0.00144 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Daily
Maximum
Instant. Minimum Average Quarterly Daily
Maximum
IMAX
Flow (MGD) Report
Avg Qrtly
Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Oil and Grease XXX XXX XXX 15.0 XXX 30.0

 In addition, the permit contains the following major special conditions: a schedule of compliance for TMDL effluent limits for aluminum, iron, and manganese at Outfall 003; chemical additive requirements; requirements for stormwater discharges; and requirements for chlorine minimization and sludge disposal. The schedule of compliance for TRC limits at Outfall 003 and the free available chlorine and TRC limits at Internal Monitoring Point 301 and Outfall 003 are removed from the permit. Temperature limits are removed from Outfall 003.

 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.

PA0096474, Storm Water, SIC Code 4226, Buckeye Terminal, LLC, 3200 University Boulevard, Coraopolis, PA 15108-2531. Facility Name: Buckeye Terminals LLC Coraopolis/Pittsburgh Terminal. This existing facility is located in Coraopolis Borough, Allegheny County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Semi-Annual
Average
Daily
Maximum
Instant. Minimum Semi-Annual
Average
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 Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Iron, Dissolved XXX XXX XXX Report XXX 7.0
Ethylbenzene (ug/L) XXX XXX XXX Report Report XXX
Benzene (ug/L) XXX XXX XXX Report Report XXX
Toluene (ug/L) XXX XXX XXX Report Report XXX
Xylenes, Total (ug/L) XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Semi-Annual
Average
Daily
Maximum
Instant. Minimum Semi-Annual
Average
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 Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Iron, Dissolved XXX XXX XXX Report XXX 7.0
Ethylbenzene (ug/L) XXX XXX XXX Report Report XXX
Benzene (ug/L) XXX XXX XXX Report Report XXX
Toluene (ug/L) XXX XXX XXX Report Report XXX
Xylenes, Total (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Semi-Annual
Average
Daily
Maximum
Instant. Minimum Semi-Annual
Average
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 Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Iron, Dissolved XXX XXX XXX Report XXX 7.0
Ethylbenzene (ug/L) XXX XXX XXX Report Report XXX
Benzene (ug/L) XXX XXX XXX Report Report XXX
Toluene (ug/L) XXX XXX XXX Report Report XXX
Xylenes, Total (ug/L) XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (GPM) XXX Report XXX XXX XXX XXX
Duration of Discharge (hours) XXX 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
Total Residual Chlorine (TRC) XXX XXX XXX XXX 0.02 XXX
Total Suspended Solids XXX XXX XXX XXX 30.0 XXX
Oil and Grease XXX XXX XXX XXX 15.0 XXX
Iron, Dissolved XXX XXX XXX XXX 7.0 XXX
Benzene XXX XXX XXX XXX 0.0025 XXX
BTEX, Total XXX XXX XXX XXX 0.25 XXX
Total Volume (MGD) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 201 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
Flow (GPM) XXX Report XXX XXX XXX XXX
Duration of Discharge (hours) XXX 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
Total Residual Chlorine (TRC) XXX XXX XXX XXX 0.02 XXX
Total Suspended Solids XXX XXX XXX XXX 30.0 XXX
Oil and Grease XXX XXX XXX XXX 15.0 XXX
Iron, Dissolved XXX XXX XXX XXX 7.0 XXX
Benzene XXX XXX XXX XXX 0.0025 XXX
BTEX, Total XXX XXX XXX XXX 0.25 XXX
Total Volume (MGD) XXX Report XXX XXX XXX XXX

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

 The EPA Waiver is in effect.

PA0254282, Sewage, SIC Code, Michael T Taylor, 263 Moscow Road, Amity, PA 15311-1234. Facility Name: Taylor SRSTP. This existing facility is located in Amwell Township, Washington County.

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

 The receiving stream(s), Tenmile Creek (TSF), is located in State Water Plan watershed 19-B 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 (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX 9.0
Daily Max
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

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

 • AMR submission requirement

 • Septic tank pumping requirements in every 3 years

 • Chlorine optimization

 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.

PA0255041, Sewage, SIC Code 8811, William Kibler, P.O. Box 96, Hastings, PA 16646-0096. Facility Name: Kibler SRSTP. This existing facility is located in Elder Township, Cambria County.

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

 The receiving stream(s), Unnamed Tributary of Brubaker Run (CWF, MF), is located in State Water Plan watershed 8-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX Report
Avg Mo
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

 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.

Application Number Application Type Applicant Name & Address Municipality, County Office
PAD510214 New Philadelphia Water Department
1101 Market Street
2nd Floor
Philadelphia, PA 19107
City of Philadelphia
Philadelphia County
SERO
PAD480013 Renewal J. G. Petrucci
Company, Inc.
171 State Route 173
Ste. 201
Asbury, NJ 08802
Hanover Township
Northampton County
NERO
PAD390215 New Constructive Contracting & Solutions, LLC
1030 Barnsdale Rd.
Allentown, PA 18103
Salisbury Township
Lehigh County
NERO
PAD210079 New Salem Development
Associates, LLC
700 Ayers Avenue
Lemoyne, PA 17043-1710
Hampden Township
Cumberland County
SCRO
PAD380018 New Exel Inc., d/b/a DHL
Supply Chain (USA)
360 Westar Boulevard
Westerville, OH 43082-7627
South Annville Township
Lebanon County
SCRO
PAD240012 New Glenn O Hawbaker, Inc.
1952 Waddle Road
State College, PA 16803
Jones Township
Elk County
NWRO
PAD250014 Renewal ITC Lake Erie Connector, LLC
27175 Energy Way
Novi, MI 48377
Conneaut Township
Girard Township
Springfield Township
Erie County
NWRO
PAD330008 New Loves Travel Stops &
Country Stores, Inc.
10601 N Pennsylvania Avenue
Oklahoma City, OK 73120
Pine Creek Township
Jefferson County
NWRO


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