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PA Bulletin, Doc. No. 21-1763

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[51 Pa.B. 6624]
[Saturday, October 23, 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
0621407 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit New 2000 Perkiomen Ave LLC
503 Hanley Lane
Downingtown, PA 19335
Robeson Township
Berks County
SCRO
0921828 Joint DEP/PFBC Pesticides Permit New Delaware River Joint Toll Bridge Commission (DRJTBC)
1149 Woodside Road
Yardley, PA 19067-1334
Lower Makefield Township
Bucks County
SERO
4621821 Joint DEP/PFBC Pesticides Permit New Orr Jason
600 Great Springs Road
Bryn Mawr, PA 19010-1702
Lower Merion Township
Montgomery County
SERO
1500419 Land Application and Reuse of Sewage Individual WQM Permit Renewal South Coventry Township Chester County
1371 New Philadelphia Road
Pottstown, PA 19465
South Coventry Township
Chester County
SERO
3521402 Major Sewage Treatment Facility Individual WQM Permit New PA American Water Co.
2699 Stafford Avenue
Scranton, PA 18505-3608
Scranton City
Lackawanna County
NERO
2118201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Ridge Penn Commerce
Partners I LLC
3340 Peachtree Road
Atlanta, GA 30326
Penn Township
Cumberland County
SCRO
6069201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Transfer Gold Bond Bldg Products LLC
P.O. Box 210
West Milton, PA 17886-0210
White Deer Township
Union County
NCRO
5275415 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Aqua PA Wastewater Inc.
1 Aqua Way
White Haven, PA 18661-1115
Lackawaxen Township
Pike County
NERO
NNOEXSC50 No Exposure Certification Renewal TE Connectivity Corp
209 Shellyland Road
Manheim, PA 17545-8681
Rapho Township
Lancaster County
SCRO
NNOEXSC59 No Exposure Certification Renewal TE Connectivity Corp
1250 E Main Street
Mount Joy, PA 17552-9338
Mount Joy Borough
Lancaster County
SCRO
NOEXSC140 No Exposure Certification Renewal UPS Supply Chain Solutions
401 Quality Circle
Harrisburg, PA 17112-9499
West Hanover Township
Dauphin County
SCRO
PAG030080 PAG-03 NPDES General Permit for Industrial Stormwater Amendment John Rock Inc.
500 Independence Way
Coatesville, PA 19320-1689
West Caln Township
Chester County
SERO
PAG124872 PAG-12 NPDES General Permit for CAFOs New Good View Farm LLC
1317 Glory Barn Road
Canton, PA 17724-9248
Canton Township
Bradford County
SCRO
2021416 Pump Stations
WQM Individual Permit
New Meadville Area Sewer Authority Crawford County
1320 Park Avenue
Meadville, PA 16335-3114
Meadville City
Crawford County
NWRO
PA0266906 Single Residence STP Individual NPDES Permit Transfer Beavers Anthony
140 Swinging Bridge Road
Hollidaysburg, PA 16648
Frankstown Township
Blair County
SCRO
0694409 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Neely Ross P & Neely Justine C
127 Lee Spring Road
Blandon, PA 19510-9736
Ruscombmanor Township
Berks County
SCRO
0719402 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Beavers Anthony
140 Swinging Bridge Road
Hollidaysburg, PA 16648
Frankstown Township
Blair County
SCRO
0721401 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Miller Tyler L
305 Shaw Road
Hollidaysburg, PA 16648
Frankstown Township
Blair County
SCRO
4321412 Single Residence Sewage Treatment Plant Individual WQM Permit New Dagres Miranda
14 Nutt Road
Grove City, PA 16127-6032
Pine Township
Mercer County
NWRO
WQG01201508 WQG-01 WQM General Permit Transfer Weaver James
17506 State Highway 86
Saegertown, PA 16433-6338
Woodcock Township
Crawford County
NWRO
2142101 WQG-02 WQM General Permit New PA DCNR Bald Eagle
State Park
149 Main Park Road
Howard, PA 16841-3508
Liberty Township
Centre County
NCRO

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

Northcentral Regional Office

PA0010031, Industrial, SIC Code 4911, Shawville Power, LLC, 250 Power Plant Drive, Shawville, PA 16873. Facility Name: Shawville Generating Station. This existing facility is located in Bradford Township, Clearfield 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), West Branch Susquehanna River (WWF, MF), is located in State Water Plan watershed 8-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 005 are based on a design flow of 3.445 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
Total Dissolved Solids Report Report XXX Report Report XXX
Aluminum, Total (ug/L) 33.6 52.4 XXX 1,170.0 1,825.0 2,924
Chromium, Hexavalent (ug/L) Report Report XXX Report Report XXX
Iron, Total 19.74 39.48 XXX 1.80 3.60 4.5
Manganese, Total 23.03 46.06 XXX 2.10 4.20 5.3
Mercury, Total (ug/L) 0.017 0.026 XXX 0.58 0.90 1.45
Sulfate, Total Report Report XXX Report Report XXX
Thallium, Total (ug/L) 0.08 0.12 XXX 2.78 4.34 6.96
Zinc, Total Report Report XXX Report Report XXX
Acrylamide (ug/L) 0.13 0.21 XXX 4.64 7.23 11.6
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX

 The proposed monitoring requirements for Outfall 101 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, 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 monitoring requirements for IMP 102 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, 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 monitoring requirements for IMP 201 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, 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 IMP 205 are based on a design flow of 0.018 MGD.

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 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
3.7 XXX XXX 25.0 XXX 50.0
Total Suspended Solids 4.5 XXX XXX 30.0 XXX 60.0
Total Dissolved Solids Report Report XXX Report Report 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
Aluminum, Total Report Report XXX Report Report XXX
Manganese, Total Report Report XXX Report Report XXX
Sulfate, Total Report Report XXX Report Report XXX
Thallium, Total Report Report XXX Report Report XXX
Zinc, Total Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX

 The proposed effluent limits for IMP 405 are based on a design flow of 3.427 MGD.

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
Free Available Chlorine XXX XXX XXX XXX XXX 0.00
Total Suspended Solids 325 XXX XXX 30.0 XXX 50
Total Dissolved Solids Report Report XXX Report Report XXX
Oil and Grease 163 217 XXX 15.0 20.0 30
Aluminum, Total (ug/L) Report Report XXX Report Report XXX
Chromium, Hexavalent (ug/L) Report Report XXX Report Report XXX
Manganese, Total (ug/L) Report Report XXX Report Report XXX
Sulfate, Total Report Report XXX Report Report XXX
Thallium, Total (ug/L) Report Report XXX Report Report XXX
Zinc, Total Report Report XXX Report Report XXX
Acrylamide (ug/L) Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
PCBs, Total (ug/L) XXX XXX XXX XXX XXX 1.75
Total Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX

 The proposed effluent limits for IMP 605 are based on a design flow of 2.07 MGD.

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
Chromium, Total 3.45 3.45 XXX 0.2 0.2 XXX
Zinc, Total 17.26 17.26 XXX 1.0 1.0 XXX
Priority Pollutants, Total XXX Report XXX XXX Report 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 not in effect.

PA0021687, Sewage, SIC Code 4952, Wellsboro Municipal Authority, 28 Crafton Street, Wellsboro, PA 16901-1549. Facility Name: Wellsboro Municipal Authority. This existing facility is in Wellsboro Borough, Tioga 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, Marsh Creek (WWF), is located in State Water Plan watershed 9A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily
Maximum
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Instantaneous
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Instantaneous
XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
300 450 XXX 18.0 27.0 36
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily
Maximum
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily
Maximum
XXX Report XXX XXX
Total Suspended Solids 500 750 XXX 30 45 60
Total Residual Chlorine (TRC)
 Interim
XXX XXX XXX 0.17 XXX 0.56
 Final XXX XXX XXX 0.09 XXX 0.29
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - May 31 75 112 XXX 4.5 6.7 9.0
 Jun 1 - Oct 31 25 37 XXX 1.5 2.2 3.0
Total Phosphorus 33 50 XXX 2.0 Report 4.0
Antimony, Total (ug/L) 0.15 0.23
Daily
Maximum
XXX 8.75 13.70
Daily
Maximum
21.9
Boron, Total (ug/L) Report Report
Daily
Maximum
XXX Report Report
Daily
Maximum
XXX
Cadmium, Total (ug/L) 0.008 0.012
Daily
Maximum
XXX 0.47 0.74
Daily
Maximum
1.18
Cobalt, Total (ug/L) Report Report
Daily
Maximum
XXX Report Report
Daily
Maximum
XXX
Copper, Total (ug/L) 0.27 0.42
Daily
Maximum
XXX 16.2 25.30
Daily
Maximum
40.5
Cyanide, Free (ug/L) Report Report
Daily
Maximum
XXX Report Report
Daily
Maximum
XXX
Silver, Total (ug/L) Report Report
Daily
Maximum
XXX Report Report
Daily
Maximum
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum IMAX
Ammonia—N Report Report XXX Report XXX XXX
Kjeldahl—N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen* XXX 46,029 XXX XXX XXX XXX
Net Total Phosphorus* XXX 4,871 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.

 Sludge use and disposal description: solids are anaerobically digested and dewatered prior to landfill.

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

 • Combined Sewer Overflows

 • Whole Effluent Toxicity

 • Stormwater Requirements

 • Solids Management

 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.

PA0111970, Sewage, SIC Code 4952, Springbrook Family Campground, 675 Numidia Drive, Catawissa, PA 17820-8019. Facility Name: Springbrook Family Campground. This existing facility is located in Locust Township, Columbia 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), Roaring Creek (TSF), is located in State Water Plan watershed 5-E and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0035 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen XXX XXX XXX Report
Avg Qrtly
XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

 • Other Requirements.

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

 The EPA Waiver is in effect.

Northeast Regional Office

PA0060445, Sewage, SIC Code 8412, PA Historical & Museum Comm, 2 Eckley Main Street, Weatherly, PA 18255-5030. Facility Name: Eckley Miners Village. This existing facility is located in Foster Township, 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), Unnamed Tributary to Black Creek, is located in State Water Plan watershed 5-D and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .02 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen XXX XXX XXX 16.0 XXX 32

 The proposed effluent limits for Outfall 001 are based on a design flow of .02 MGD.—Limits.

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

 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.

PA0276456, Sewage, SIC Code 4952, Scott Petersen, 9 Paige Trail, Perkasie, PA 18944. Facility Name: Scott Petersen SRSTP. This proposed facility is located in Upper Saucon Township, Lehigh County.

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

 The receiving stream, Tributary 3368 to Tumble Brook (CWF/MF), is located in State Water Plan watershed 02-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average
Average Weekly Instant. Minimum Annual
Average
Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX Report
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 The EPA Waiver is in effect.

Northwest Regional Office

PAS208302, Storm Water, SIC Code 3496, Keystone Powdered Metal Co., 251 State Street, Saint Marys, PA 15857-1658. Facility Name: Keystone Powdered Metal Lewis Run. This existing facility is located in Lewis Run Borough, McKean County.

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

 The receiving stream(s), Unnamed Tributary to East Branch Tunungwant Creek (HQ-CWF) and East Branch Tunungwant Creek (HQ-CWF), is located in State Water Plan watershed 16-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 Outfalls 001, 002 (stormwater), 003—006 are based on a design flow of 0 MGD (stormwater outfalls).—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX XXX 30
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Iron, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 (emergency once-thru non-contact cooling water) are based on a design flow of 0.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30 60 60
Oil and Grease XXX XXX XXX 15 30 30

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

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls (Appendix U)

 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.

PA0289795, Sewage, SIC Code 8800, Daniel & Maryann Lukowich, 12656 Tower Road, Conneautville, PA 16406-6446. Facility Name: Daniel & Maryann Lukowich SRSTP. This proposed facility is located in Spring Township, Crawford County.

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

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

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

PA0289914, Sewage, SIC Code 8800, Susan Pelletier, 9904 Park Lane NW, Albuquerque, NM 87114-4930. Facility Name: Susan Pelletier SFTF. This proposed facility is located in Triumph Township, Warren County.

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

 The receiving stream(s), Unnamed Tributary to Gordon Run (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 .0008 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

PA0014672, Industrial, SIC Code 6733, Exide Environmental Response Trust, One World Trade Center, Long Beach, CA 90802. Facility Name: Exide Trust Reading, formerly the Exide Laureldale Smelter and Battery Plant. This existing facility is located in Muhlenberg Township, Berks County.

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

 The receiving stream(s), the Schuylkill River (WWF) via a municipal storm sewer and an Unnamed Tributary to Bernhart Creek, are located in State Water Plan watershed 3-C and are 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 101 are based on a design flow of 0.09 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
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
Report Report XXX 25.0 40.0 50
Total Suspended Solids Report Report XXX 30.0 60.0 75
Total Dissolved Solids XXX XXX XXX 6,000.0 7,500.0 7,500
Oil and Grease XXX XXX XXX 15.0 30.0 30
Antimony, Total Report Report XXX Report Report XXX
Arsenic, Total Report Report XXX 2.13 3.33 5.33
Cadmium, Total Report Report XXX 0.07 0.11 0.17
Copper, Total Report Report XXX 0.66 1.02 1.64
Iron, Total Report Report XXX Report Report XX
Lead, Total Report Report XXX 0.91 1.41 2.26
Zinc, Total Report Report XXX 5.49 8.56 13.72

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.51 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 60.0 75
Total Dissolved Solids XXX XXX XXX 1,000.0 XXX 2,500
Oil and Grease XXX XXX XXX 15.0 30.0 30
Lead, Total XXX XXX XXX 0.91 1.41 2.26
Zinc, Total 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 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 Report XXX XXX Report XXX
Total Dissolved Solids XXX Report XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Antimony, Total XXX Report XXX XXX Report XXX
Cadmium, Total XXX Report XXX XXX Report XXX
Copper, Total XXX Report XXX XXX Report XXX
Lead, Total XXX Report XXX XXX Report XXX
Zinc, Total XXX Report XXX XXX Report XXX

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

 • Proper handling and disposal of accumulated sediment, screenings, sludges, and solids

 • Annual cleaning of the discharge line from the facility to the connection with the municipal storm sewer

 • Biological monitoring of Bernhart Creek whenever there is a discharge at outfall 002 exceeding 100,000 gpd or at least once during permit term if no such discharge at outfall 002 occurs

 • Notification requirements for specified concentrations of Total Antimony and Total Iron at Outfall 101

 • Maintaining a log of the amount of reserve capacity in the stormwater storage tanks

 • Restrictions on usage of Chemical Additives and reporting requirements

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

 The EPA Waiver is not in effect.

PA0260738, SIC Code, Nitterhouse Concrete Products Inc., P.O. Box 2013, Chambersburg, PA 17201-0813. Facility Name: Nitterhouse Concrete Precast Plant. This existing facility is located in Guilford Township, Franklin County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
Instant. Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
6.2 10 XXX 25.0 40.0 50
Total Suspended Solids XXX XXX XXX Report XXX 50
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 XXX XXX XXX Report XXX 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 Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Aluminum, Total 2.0 3.1 XXX 7.94 12.38 19.84
Chromium, Hexavalent 0.03 0.09 XXX 0.15 0.23 0.37
Copper, Total Report Report XXX Report Report XXX
Iron, Total 5.85 14.63 XXX 23.4 36.5 58.5
Mercury, Total 0.0002 0.0004 XXX 0.0006 0.001 0.001
Selenium, Total Report Report XXX Report Report XXX
Thallium, Total 0.007 0.01 XXX 0.02 0.04 0.07

 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
Instant. Maximum
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 006 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
Instant. Maximum
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 007 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
Instant. Maximum
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 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 0.0
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
 Effluent Net XXX 0.0
Total
Annual
XXX XXX XXX XXX

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

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

 The EPA Waiver is in effect.

PA0027952, Sewage, SIC Code 5541, HMS Host Corp, P.O. Box 8, Middletown, PA 17057-0008. Facility Name: Lawn Service Plaza. This existing facility is located in South Londonderry Township, Lebanon County.

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

 The receiving stream(s), Unnamed Tributary of Conewago Creek (TSF), is located in State Water Plan watershed 7-G 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 .05 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
XXX 304
Total
Annual
XXX XXX XXX XXX

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

 • Stormwater prohibition, approval contingencies, management of collected screenings, slurries, sludges and other solids, dry stream discharge condition and chlorine minimization.

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

 The EPA Waiver is in effect.

PA0034754, Sewage, SIC Code 6515, GSP Management Company, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Alex Acres MHP. This existing facility is located in Halifax Township, Dauphin County.

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

 The receiving stream(s), Gurdy Run (WWF), is located in State Water Plan watershed 6-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 60.0 XXX 120
 May 1 - Oct 31 XXX XXX XXX 20.0 XXX 40
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max
XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Kjeldahl 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:

 • Stormwater prohibition, approval contingencies, solids management and chlorine minimization.

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

 The EPA Waiver is in effect.

PA0267511, Sewage, SIC Code 8811, Alan D. Mahone, 531 Maple Grove Road, Abbottstown, PA 17301. Facility Name: Alan Mahone Residence. This proposed facility is located in Franklin Township, Adams 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), Clear Run (HQ-CWF, MF), is located in State Water Plan watershed 13-C 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 0.0004 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

PA0281761, Sewage, SIC Code, Gotwalt Michael A, 115 Church Road, Lewisberry, PA 17339. Facility Name: Michael A & Nancy J Gotwalt Properties. This proposed facility is located in Warrington Township, York 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 Beaver Creek (WWF, MF), is located in State Water Plan watershed 7-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0255092 A-3, Industrial, SIC Code 4911, Hill Top Energy Center, LLC, 278 Thomas Road, Carmichaels, PA 15320-1660. Facility Name: Hill Top Energy Center LLC. This existing facility is located in Cumberland Township, Greene County.

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

 The receiving stream(s), Monongahela River (WWF) and Unnamed Tributary to Pegs Run (WWF), is located in State Water Plan watershed 19-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 1.17 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Daily
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 XXX 1.6
Temperature (°F) XXX XXX XXX Report XXX 110
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Aluminum, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report XXX 7.0
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, Total (ug/L) XXX XXX XXX Report Report XXX
3,3-Dichlorobenzidine (ug/L) XXX XXX XXX Report Report XXX
Pentachlorophenol (ug/L) XXX XXX XXX Report Report XXX
Acrolein (ug/L) XXX XXX XXX Report Report XXX
Acrylamide (ug/L) XXX XXX XXX Report Report XXX
Acrylonitrile (ug/L) XXX XXX XXX Report Report XXX
Hexachlorobenzene (ug/L) XXX XXX XXX Report Report XXX
Benzo(a)Anthracene (ug/L) XXX XXX XXX Report Report XXX
Benzo(a)Pyrene (ug/L) XXX XXX XXX Report Report XXX
Benzo(k)Fluoranthene (ug/L) XXX XXX XXX Report Report XXX
3,4-Benzofluoranthene (ug/L) XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
1,2-Diphenylhydrazine (ug/L) XXX XXX XXX Report Report XXX
Bis (2-Chloroethyl) Ether (ug/L) XXX XXX XXX Report Report XXX
Chrysene (ug/L) XXX XXX XXX Report Report XXX
Dibenzo (a,h)Anthracene (ug/L) XXX XXX XXX Report Report XXX
Hexachlorocyclopentadiene (ug/L) XXX XXX XXX Report Report XXX
Indeno (1,2,3-cd) Pyrene (ug/L) XXX XXX XXX Report Report XXX
N-Nitrosodimethylamine (ug/L) XXX XXX XXX Report Report XXX
N-Nitrosodi-N-Propylamine (ug/L) XXX XXX XXX Report Report XXX
Phenanthrene (ug/L) XXX XXX XXX Report Report XXX
Vinyl Chloride (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.33 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Daily
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 XXX 1.6
Temperature (°F) XXX XXX XXX Report XXX 110
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Aluminum, Total XXX XXX XXX 12.4 19.4 31
Iron, Dissolved XXX XXX XXX Report XXX 7.0
Mercury, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, Total (ug/L) XXX XXX XXX 26.30 41.00 65.8
3,3-Dichlorobenzidine (ug/L) XXX XXX XXX Report Report XXX
Pentachlorophenol (ug/L) XXX XXX XXX Report Report XXX
Acrolein (ug/L) XXX XXX XXX Report Report XXX
Acrylamide (ug/L) XXX XXX XXX Report Report XXX
Acrylonitrile (ug/L) XXX XXX XXX Report Report XXX
Hexachlorobenzene (ug/L) XXX XXX XXX Report Report XXX
Benzo(a)Anthracene (ug/L) XXX XXX XXX Report Report XXX
Benzo(a)Pyrene (ug/L) XXX XXX XXX Report Report XXX
3,4-Benzofluoranthene (ug/L) XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
1,2-Diphenylhydrazine (ug/L) XXX XXX XXX Report Report XXX
Bis(2-Chloroethyl) Ether (ug/L) XXX XXX XXX Report Report XXX
Chrysene (ug/L) XXX XXX XXX Report Report XXX
Dibenzo(a,h)Anthracene (ug/L) XXX XXX XXX Report Report XXX
Hexachlorobutadiene (ug/L) XXX XXX XXX Report Report XXX
Hexachlorocyclopentadiene (ug/L) XXX XXX XXX Report Report XXX
Indeno (1,2,3-cd) Pyrene (ug/L) XXX XXX XXX Report Report XXX
N-Nitrosodimethylamine (ug/L) XXX XXX XXX Report Report XXX
N-Nitrosodi-N-Propylamine (ug/L) XXX XXX XXX Report Report XXX
Phenanthrene (ug/L) XXX XXX XXX Report Report XXX
Vinyl Chloride (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 Average Monthly Daily
Maximum
Daily
Minimum
Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report 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
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point (IMP) 101 are based on a design flow of 0.22 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for IMP 201 are based on a design flow of 0.0086 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for IMP 301 are based on a design flow of 0.61 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
Free Available Chlorine XXX XXX XXX 0.2 0.5 0.5
Chromium, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for IMP 401 are based on a design flow of 0.22 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for IMP 501 are based on a design flow of 0.0086 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for IMP 601 are based on a design flow of 0.61 MGD.—Final 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
Free Available Chlorine XXX XXX XXX 0.2 0.5 0.5
Chromium, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

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

 The EPA Waiver is not in effect.

PA0093955, Sewage, SIC Code, Mark P DeCarlo, 2800 Washington Boulevard, McKeesport, PA 15037. Facility Name: Decarlo SRSTP. This existing facility is located in Middlecreek Township, Somerset 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), UNT to Laurel Hill Creek (HQ-CWF), is located in State Water Plan watershed 19-E and is classified for Exceptional Value Waters, 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 Daily
Minimum
Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX Report XXX XXX Report

 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 Daily
Minimum
Average Monthly 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 25.0 XXX XXX 50.0
Total Suspended Solids XXX XXX 30.0 XXX XXX 60.0
Fecal Coliform (No./100 ml) XXX XXX XXX XXX XXX 200

 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.

PA0255122, Sewage, SIC Code 8800, Benjamin Rosier, 110 Hamilton Drive, Sewickley, PA 15143-8410. Facility Name: Rosier SRSTP. This existing facility is located in Bell Acres Borough, Allegheny 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 Sewickley Creek (HQ-TSF), is located in State Water Plan watershed 20-G and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 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
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 412-442-4000.

 The EPA Waiver is in effect.

Southeast Regional Office

PA0057967, Industrial, SIC Code 3272, 3423, Campania International Inc., 2452 Quakertown Road, Pennsburg, PA 18073. Facility Name: Campania International IWTP. This existing facility is located in Upper Hanover 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), Macoby Creek Branch (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 0.02 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Daily
Minimum
Semi-Annual
Average
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 5.0
Inst Min
XXX XXX XXX
Color (Pt-Co Units) (Pt-Co Units) XXX XXX XXX XXX XXX 100
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
4.0 8.0 XXX 25.0
Avg Mo
50.0 50
Total Suspended Solids 3.5 7.0 XXX 20.0
Avg Mo
40.0 40
Total Dissolved Solids 167 334 XXX 1,000
Avg Mo
2000 2,500
Oil and Grease XXX XXX XXX 15
Avg Mo
30 30
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 200.0
Geo Mean
XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen 0.35 0.70 XXX 2.0
Avg Mo
4.0 5
Total Phosphorus 0.35 0.70 XXX 2.0
Avg Mo
4.0 5

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Daily
Minimum
Semi-Annual
Average
Daily
Maximum
IMAX
Chromium III, Total XXX XXX XXX Report Report XXX
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Stormwater Outfalls 002—005 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

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

 • Operation and Maintenance (O & M) Plan

 • Requirements applicable to stormwater outfalls

 • Seasonal monitoring requirements for Fecal Coliform

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

 The EPA Waiver is in effect.

PA0244856, Industrial, SIC Code 4953, Waste Management of Fairless, LLC, 1000 New Ford Mill Road, Morrisville, PA 19067-3704. Facility Name: Fairless Landfill. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River (WWF, MF), Unnamed Tributary to Delaware River (WWF, MF), and is located in State Water Plan watershed 2-E 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 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Quarterly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Color (Pt-Co Units) (Pt-Co Units) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Magnesium, Dissolved XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Tritium, Total (pCi/L) XXX XXX XXX Report Report XXX
1,4-Dioxane XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
Total Organic Carbon 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 Average Monthly Average Weekly Minimum Average Quarterly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Color (Pt-Co Units) (Pt-Co Units) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Magnesium, Dissolved XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Tritium, Total (pCi/L) XXX XXX XXX Report Report XXX
1,4-Dioxane XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
Total Organic Carbon 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 Average Weekly Minimum Average Quarterly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Color (Pt-Co Units) (Pt-Co Units) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Magnesium, Dissolved XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Tritium, Total (pCi/L) XXX XXX XXX Report Report XXX
1,4-Dioxane XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
Total Organic Carbon XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.3 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Monthly
Average
Average Monthly Daily
Maximum
IMAX
Flow (MGD) 0.30 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 0.5
Avg Mo
1.0
Daily Max
XXX 1.2
Color (Pt-Co Units) (Pt-Co Units) XXX XXX XXX XXX XXX 750
Temperature (deg F) (°F) XXX XXX XXX XXX XXX Report
Biochemical Oxygen
 Demand (BOD5)
75 150 XXX 30 60 75
Biochemical Oxygen
 Demand (BOD5)
 Percent Removal
XXX XXX 95.0 XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5)
 Industrial Influent
Report XXX XXX Report XXX XXX
Total Suspended Solids 75 150 XXX 30 60 75
 Industrial Influent Report XXX XXX Report XXX XXX
 Percent Removal XXX XXX 90.0 XXX XXX XXX
Total Dissolved Solids XXX XXX XXX 15,000 20,000 25,000
Oil and Grease 37.5 75 15.0
Avg Mo
30.0
Daily Max
XXX 30.0
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
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Total Nitrogen XXX XXX XXX Report Report XXX
Ammonia-Nitrogen 12.26 25.0 XXX 4.9 10 15
Total Phosphorus XXX XXX XXX Report Report XXX
Aluminum, Total 0.688 1.376 XXX 0.275 0.550 0.68
Antimony, Total 1.13 2.26 XXX 0.450 0.900 1.13
Arsenic, Total 0.375 0.750 XXX 0.150 0.300 0.375
Barium, Total 0.250 0.500 XXX 0.100 0.200 0.25
Boron, Total Report Report XXX Report Report XXX
Boron, Total
Percent Removal
XXX XXX 10.0 XXX XXX XXX
Boron, Total
Industrial Influent
Report Report XXX Report Report XXX
Cadmium, Total 0.0125 0.0250 XXX 0.005 0.010 0.0125
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Chromium, Total 0.375 0.750 XXX 0.150 0.300 0.375
Copper, Total 0.125 0.250 XXX 0.050 0.100 0.125
Cyanide, Total 0.187 0.375 XXX 0.075 0.150 0.188
Iron, Total 6.25 12.50 XXX 2.5 5.0 6.3
Lead, Total 0.090 0.180 XXX 0.036 0.072 0.09
Mercury, Total 0.001 0.002 XXX 0.0004 0.0008 0.001
Nickel, Total 0.500 1.0 XXX 0.2 0.4 0.5
Silver, Total 0.025 0.050 XXX 0.010 0.020 0.025
Thallium, Total 0.085 0.170 XXX 0.100 0.200 0.25
Vanadium, Total 0.250 0.500 XXX 0.100 0.200 0.25
Zinc, Total 0.275 0.500 XXX 0.110 0.200 0.25
4,4-DDD 0.00012 0.00012 XXX 0.00005 0.00005 0.00005
4,4-DDT 0.00012 0.00012 XXX 0.00005 0.00005 0.00005
4,4-DDE 0.00012 0.00012 XXX 0.00005 0.00005 0.00005
2-Hexanone 0.038 0.075 XXX 0.015 0.030 0.037
4-Methyl-2-pentanone 0.038 0.075 XXX 0.015 0.030 0.037
Isopropanol 1.35 2.7 XXX 0.540 1.080 1.35
Pentachlorophenol XXX XXX XXX Report Report XXX
Phenol 0.038 0.065 XXX 0.015 0.026 0.037
Acetone 0.273 0.546 XXX 0.11 0.218 0.273
a-Terpineol 0.040 0.082 XXX 0.016 0.033 0.04
Chlorobenzene XXX XXX XXX 0.050 0.100 0.125
1-Propanol 1.376 2.752 XXX 0.550 1.100 1.35
Benzene XXX XXX XXX 0.036 0.072 0.09
Benzoic Acid 0.177 0.300 XXX 0.071 0.120 0.15
2-Butanone 0.525 1.050 XXX 0.210 0.420 0.525
1,2,3-Trichloropropane 0.250 0.500 XXX 0.100 0.200 0.25
Di-n-Butyl Phthalate XXX XXX XXX 0.830 1.660 2.08
Dibromomethane 0.025 0.050 XXX 0.010 0.020 0.025
p-Cresol 0.035 0.063 XXX 0.014 0.025 0.035
Phenolics, Total 0.675 1.351 XXX 0.270 0.540 0.68
Tetrahydrofuran 0.063 0.125 XXX 0.025 0.050 0.063
Trihalomethanes, Total XXX XXX XXX 0.027 XXX 0.324
Xylenes, Total XXX XXX XXX 0.010 0.020 0.025
Gross Alpha Radioactivity (pCi/L) XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.3 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Monthly
Average
Average Monthly Daily
Maximum
IMAX
Beryllium, Total 0.0125
Avg Qrtly
0.0250 XXX 0.005
Avg Qrtly
0.010 0.0125
Cobalt, Total 0.125
Avg Qrtly
0.250 XXX 0.050
Avg Qrtly
0.100 0.125
Manganese, Total 2.5
Avg Qrtly
5.0 XXX 1.0
Avg Qrtly
2.0 2.5
Tritium, Total (pCi/L) XXX XXX XXX XXX Report XXX
Benzidine XXX XXX XXX Report
Avg Qrtly
Report XXX
Butyl Benzyl Phthalate XXX XXX XXX Report
Avg Qrtly
Report XXX
Bromoform XXX XXX XXX Report
Avg Qrtly
Report XXX
Chlordane XXX XXX XXX Report
Avg Qrtly
Report XXX
1,1,1-Trichloroethane XXX XXX XXX Report
Avg Qrtly
Report XXX
1,1-Dichloroethane XXX XXX XXX Report
Avg Qrtly
Report XXX
1,2-Dichloroethane XXX XXX XXX Report
Avg Qrtly
Report XXX
Chloroform XXX XXX XXX 0.010
Avg Qrtly
0.020 0.025
2-Chloronaphthalene XXX XXX XXX Report
Avg Qrtly
Report XXX
Dieldrin XXX XXX XXX Report
Avg Qrtly
Report XXX
Diethyl Phthalate XXX XXX XXX Report
Avg Qrtly
Report XXX
gamma-BHC (Lindane) XXX XXX XXX Report
Avg Qrtly
Report XXX
Heptachlor XXX XXX XXX Report
Avg Qrtly
Report XXX
Heptachlor Epoxide XXX XXX XXX Report
Avg Qrtly
Report XXX
Isophorone XXX XXX XXX Report
Avg Qrtly
Report XXX
Methyl Chloride XXX XXX XXX Report
Avg Qrtly
Report XXX
Methylene Chloride XXX XXX XXX Report
Avg Qrtly
Report XXX
trans-1,2-Dichloroethylene 0.075
Avg Qrtly
0.150 XXX 0.030
Avg Qrtly
0.060 0.075
Tetrachloroethylene XXX XXX XXX Report
Avg Qrtly
Report XXX
Toluene XXX XXX XXX Report
Avg Qrtly
Report XXX
Toxaphene XXX XXX XXX Report
Avg Qrtly
Report XXX
Trichloroethylene XXX XXX XXX Report
Avg Qrtly
Report XXX
Toxicity, Acute -
 Ceriodaphnia Survival (TUa)
XXX XXX XXX XXX 10.2 XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc)
XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc)
XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Survival (TUc)
XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Growth (TUc)
XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.3 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Monthly
Average
Average Monthly Daily
Maximum
IMAX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Magnesium, Dissolved XXX XXX XXX XXX Report XXX
Magnesium, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Magnesium, Dissolved XXX XXX XXX XXX Report XXX
Magnesium, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Magnesium, Dissolved XXX XXX XXX XXX Report XXX
Magnesium, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

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

 • Operations and Maintenance (O & M) Plan

 • TRC Minimization in effluent

 • WET requirements

 • Requirements applicable to stormwater outfalls

 • Landfill Leachate Discharge requirements

 • PCBs Pollutant Minimization Plan

 • Seasonal Fecal Coliform Monitoring

 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.


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

Application Number Application Type Applicant Name & Address Municipality, County Office
PAD150236 New John Heathcote
613 St. Matthews Road
Chester Springs, PA 19425
West Vincent Township
Chester County
SERO
PAD640004 Renewal Aqua PA
1 Aqua Way
White Haven, PA 17872
Lake and Salem Townships
Wayne County
NERO
PAD450146 New HSC Marshalls Creek, LLC
805 Trine Street
Daphne, AL 36528
Middle Smithfield Township
Monroe County
NERO
PAD480162 Renewal Annunciation Hellenic
Orthodox Church
319 S. 20th Street
Easton, PA 18042
Bethlehem Township
Monroe County
NERO
PAD400049 New Susquehanna Data LLC
Dustin Wertheimer
600 Hamilton Street
Suite 600
Allentown, PA 18101-2130
Salem Township
Luzerne County
NERO
PAD360077 New Exelon Generation
Company, LLC
300 Exelon Way
Kennett Square, PA 19348
Drumore Township
Lancaster County
SCRO
PAD020046 New 35th Strouss Associates
560 Epsilon Drive
Pittsburgh, PA 15238
North Versailles Township
Allegheny County
SWRO
PAD020053 New URA—Urban
Redevelopment Authority
412 Blvd of the Allies
Suite 901
Pittsburgh, PA 15219
City of Pittsburgh
Allegheny County
SWRO
PAD110013 New Pennsylvania Game Commission
2001 Elmerton Avenue
Harrisburg, PA 17110
Washington Township
Cambria County
SWRO
PAD260020 New PA DCNR—Bureau of
State Parks
400 Market Street
Harrisburg, PA 17101
Stewart Township
Fayette County
SWRO
PAD630061 New TOA North Strabane, LP
1235 Westlakes Drive
Suite 300
Berwyn, PA 19312
North Strabane Township
Washington County
SWRO
PAD650032 New Borough of Delmont
77 Greensburg Street
Delmont, PA 15626
Salem Township & Delmont Borough
Westmoreland County
SWRO
PAD330001A3 Major Amendment Nine Star Capital LP
80 North Park Place
Dubois, PA 15801
Pine Creek Township
Jefferson County
NWRO

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