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PA Bulletin, Doc. No. 19-790

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[49 Pa.B. 2622]
[Saturday, May 25, 2019]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). 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).

Location Permit Authority Application Type or Category
Section I NPDES Renewals
Section II NPDES New or Amendment
Section III WQM Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV NPDES MS4 Individual Permit
Section V NPDES MS4 Permit Waiver
Section VI NPDES Individual Permit Stormwater Construction
Section VII NPDES NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be 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 the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. 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. The Department 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 AT&T Relay Service at (800) 654-5984.


I. NPDES Renewal Applications.

Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

NPDES No.
(Type)
Facility Name & Address County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PA0061948
(Sewage)
Otto's RV Park
1500 Rock Street
Lehighton, PA 18235
Carbon County
Franklin Township
Pohopoco Creek
(CWF, MF)
(2-B)
Yes
PA0065544
(Stormwater)
Ocean Spray Cranberries, Inc.—
Lehigh Valley Facility
151 Boulder Drive
Breinigsville, PA 18031-1850
Lehigh County
Upper Macungie Township
Iron Run
(HQ-CWF, MF)
(2-C)
Yes
PA0063606
(Industrial)
Closed Bangor Ash Disposal Site
5027 River Road
Mount Bethel, PA 18343-5610
Northampton County
Bangor Borough
Unnamed Tributary to Martins Creek
(CWF, MF)
(1-F)
Yes

 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)
Facility Name & Address County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PA0113298
(Sewage)
Elkland Borough STP and Lines
105 Parkhurst Street
Elkland, PA 16920-1109
Tioga County
Elkland Borough
Cowanesque River
(4-A)
No
PA0228656
(Industrial)
Irvona Municipal Authority
Water Tmnt Plant
P.O. Box 247
Irvona, PA 16656-0247
Clearfield County
Irvona Borough
North Witmer Run
(CWF)
(8-C)
Yes
PA0209627
(Sewage)
Stoltzfus Farms Inc. SFSTF
137 Wilson Road
Wellsboro, PA 16901-7393
Tioga County
Shippen Township
UNT to Stowell Run
(9-A)
Yes
PA0113778
(Sewage)
Pleasant View Estates
3499 US Highway 9
Suite 3C
Freehold, NJ 07728-3277
Columbia County
South Centre Township
Unnamed Tributary to Susquehanna River
(CWF)
(5-D)
Yes
PA0111902
(Industrial)
Dairy Farmers of America
1405 N 98th Street
Kansas City, KS 66111-1865
Tioga County
Middlebury Township
Norris Brook
(4-A)
Yes

 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.
NPDES No.
(Type)
Facility Name & Address County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PA0205915
(Sewage)
Dayton Borough STP
P.O. Box 396
Dayton, PA 16222-0396
Armstrong County
Dayton Borough
Glade Run
(17-D)
Yes
PA0028452
(Sewage)
Dunkard Bobtown STP
P.O. Box 352
Bobtown, PA 15315-0352
Greene County
Dunkard Township
Dunkard Creek
(WWF)
(19-G)
Yes
PA0090344
(Sewage)
Windyknoll STP
1719 Roosevelt Road
Pittsburgh, PA 15237-1050
Allegheny County
Ohio Township
Unnamed Tributary to Toms Run
(WWF)
(20-G)
Yes

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)
Facility Name & Address County & Municipality Stream Name
(Watershed #)
EPA Waived Y/N?
PA0040967
(Sewage)
Wolf Run Marina
P.O. Box 395
Clarendon, PA 16313-0395
Warren County
Mead Township
Kinzua Creek
(16-B)
Yes
PA0038482
(Sewage)
Fox Township STP
P.O. Box 186
116 Irishtown Road
Kersey, PA 15846
Elk County
Fox Township
Unnamed Tributary to the Daguscahonda Run
(CWF)
(17-A)
Yes
PA0221520
(Sewage)
Highland Township Municipal Authority STP
P.O. Box 143
James City, PA 16734-0143
Elk County
Highland Township
Unnamed Tributary to Wolf Run
(16-F)
Yes

II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5970.

PA0013323, Industrial, SIC Code 3721, The Boeing Company, P.O. Box 16858, MS P29-14, Philadelphia, PA 19142-0858. Facility Name: Boeing Helicopters Ridley Facility. This existing facility is located in Ridley Township, Delaware County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated process wastewater, cooling tower blow down, and stormwater.

 The receiving streams, Darby Creek, Crum Creek, and Delaware River, are located in State Water Plan watershed 3-G and is classified for Migratory Fishes, Warm Water Fishes, and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .087 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .087 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Free Available Chlorine XXX XXX XXX 0.5 XXX XXX
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX 30 60 75
Total Dissolved Solids XXX XXX XXX 1,000 2,000 2,500
Oil and Grease XXX XXX XXX 15 XXX 30

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater—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
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater—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
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on an average flow of stormwater—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
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of oil bearing stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of oil bearing stormwater—Limits.

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

 The proposed effluent limits for Outfall 007 are based on an average flow of oil bearing stormwater—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 6.0
Inst Min
XXX XXX 9.0
Oil and Grease XXX XXX XXX 15 XXX 30

 The proposed effluent limits for Outfall 008 are based on an average flow of oil bearing stormwater—Limits.

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

 The proposed effluent limits for Outfall 008 are based on an average flow of oil bearing stormwater—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 6.0
Inst Min
XXX XXX 9.0
Oil and Grease XXX XXX XXX 15 XXX 30

 The proposed effluent limits for Outfall 012 are based on an average flow of stormwater—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
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater—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
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 025 are based on an average flow of stormwater—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
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Industrial Influent XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX 30 60 75
Oil and Grease XXX XXX XXX 15 XXX 30
Cadmium, Total XXX XXX XXX 0.26 0.69 XXX
Chromium, Hexavalent XXX XXX XXX 1.71 2.22 XXX
Copper, Total XXX XXX XXX 2.07 3.38 XXX
Nickel, Total XXX XXX XXX 2.38 3.98 XXX
Silver, Total XXX XXX XXX 0.24 0.43 XXX
Zinc, Total XXX XXX XXX 1.48 2.61 XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Total Toxic Organics XXX XXX XXX XXX 2.13 XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Cyanide, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX

 Stormwater Outfalls 009, 010, 011, 013, 014, 015, 017, 019, 020, 021, 022 and 023 are not required to be monitored.

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Condition

 D. BAT/ELG Reopener

 E. TTO Definition

 F. TTO Monitoring

 G. Thermal Requirement

 H. Cooling Tower Maintenance Chemicals

 I. TMDL/WLA Data

 J. Non-Stormwater Discharges

 K. Chemical Additives Requirement

 L. Stormwater Requirement

 M. PCB PMP Requirement

 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.


 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

PA0088251, Sewage, SIC Code 4952, Upper Bern Township Berks County, 25 N 5th Street, Shartlesville, PA 19554-0185. Facility Name: Upper Bern Township STP. This existing facility is located in Upper Bern Township, Berks County.

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

 The receiving stream(s), Wolf Creek (CWF), is located in State Water Plan watershed 3-C 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 .155 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Instantaneous
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 32.0 51.0 XXX 25.0 40.0 50
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 38.0 58.0 XXX 30.0 45.0 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 6.0 XXX XXX 4.5 XXX 9.0
 May 1 - Oct 31 2.0 XXX XXX 1.5 XXX 3.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 1.3 XXX XXX 1.0 XXX 2.0
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Solids to be hauled offsite for disposal.

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

 • N/A

 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.

PA0246611, Sewage, SIC Code 4952, Upper Tulpehocken Township Berks County, 6501 Old Route 22, Bernville, PA 19506. Facility Name: Upper Tulpehocken Township STP. This existing facility is located in Strausstown Borough, Berks County.

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

 The receiving stream(s), Jackson Creek (CWF), is located in State Water Plan watershed 3-C 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 .065 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Instantaneous
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 13.0 22.0 XXX 25.0 40.0 50.0
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 16.0 24.0 XXX 30.0 45.0 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
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 6.5 XXX XXX 12.0 XXX 25.5
 May 1 - Oct 31 2.0 XXX XXX 4.0 XXX 8.5
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 0.55 XXX XXX 1.0 XXX 2.0
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Offsite disposal at another treatment facility.

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

 • N/A

 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.

PA0081361, Sewage, SIC Code 4941, Mesco Inc., P.O. Box 421, Dillsburg, PA 17019-0421. Facility Name: Memphord Estates STP. This existing facility is located in Monaghan Township, York 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), Stony Run, is located in State Water Plan watershed 7-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 .05 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5) Report Report XXX 25.0 XXX 50.0
Total Suspended Solids Report Report 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
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX 8.5 XXX 17.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Solids to be hauled offsite for disposal.

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

 • N/A

 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.

PA0036285, Sewage, SIC Code 6515, ATG Properties LLC, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Brookhaven MHP. This existing facility is located in Hellam Township, York 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 Dee Run, is located in State Water Plan watershed 7-H 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 .04 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.34 XXX 1.11
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
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 15.0 XXX 30.0
 May 1 - Oct 31 XXX XXX XXX 5.0 XXX 10.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Solids to be hauled offsite for disposal.

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

 • N/A

 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.

PA0266949, Sewage, SIC Code 8811, Harding Earl and Malinda, 140 Landfill Road, Hopewell, PA 16650. Facility Name: Broad Top Township-Harding Residence. This proposed facility is located in Broad Top Township, Bedford 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), UNT of Sandy Run, is located in State Water Plan watershed 11-D 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 .0006 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report XXX XXX XXX 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   
Geo Mean
XXX 1,000

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

 The EPA Waiver is in effect.


 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

PA0044326, Industrial, SIC Code 4953, MAX Environmental Technologies, Inc., 651 Holiday Drive, Suite 5, Pittsburgh, PA 15220. Facility Name: Bulger Plant. This existing facility is located in Smith and Robinson Townships, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of storm water and treated industrial waste.

 The receiving streams, Raccoon Creek (WWF), Little Raccoon Run (WWF), and an unnamed tributary to Little Raccoon Run, are located in State Water Plan watershed 20-D and are classified for Warm Water Fishes, 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 0.195 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 75
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Ammonia-Nitrogen XXX XXX XXX 45.0 90.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Arsenic, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Nickel, Total XXX XXX XXX 1.0 2.0 2.5
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX Report Report XXX
4,4-DDD (ug/L) XXX XXX XXX Report Report XXX
4,4-DDT (ug/L) XXX XXX XXX Report Report XXX
4,4-DDE (ug/L) XXX XXX XXX Report Report XXX
Pentachlorophenol (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
1,4-Dioxane (ug/L) XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Dichlorobromomethane XXX XXX XXX Report Report XXX
Dieldrin (ug/L) XXX XXX XXX Report Report XXX
Heptachlor (ug/L) XXX XXX XXX Report Report XXX
Toxaphene (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 0.195 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 60.0 75
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Ammonia-Nitrogen XXX XXX XXX 45.0 90.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Arsenic, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Nickel, Total XXX XXX XXX 1.0 2.0 2.5
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX Report Report XXX
4,4-DDD (ug/L) XXX XXX XXX 0.012 0.019 0.03
4,4-DDT (ug/L) XXX XXX XXX 0.012 0.019 0.03
4,4-DDE (ug/L) XXX XXX XXX 0.012 0.019 0.03
Pentachlorophenol (ug/L) XXX XXX XXX 19.19 29.94 47.97
Acrylamide (ug/L) XXX XXX XXX 4.97 7.76 XXX
Acrylonitrile (ug/L) XXX XXX XXX 3.62 5.65 XXX
1,4-Dioxane (ug/L) XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Dichlorobromomethane XXX XXX XXX Report Report XXX
Dieldrin (ug/L) XXX XXX XXX 0.004 0.006 0.01
Heptachlor (ug/L) XXX XXX XXX 0.006 0.009 0.01
Toxaphene (ug/L) XXX XXX XXX 0.002 0.004 0.005
Vinyl Chloride (ug/L) XXX XXX XXX 1.77 2.77 XXX

 Outfalls 004, 005, 006, 007, 013, 014, and 015 are authorized to discharge storm water that is not exposed to industrial activities.

 In addition, the permit contains the following major special conditions: a schedule of compliance for water quality limits and requirements applicable to storm water, chemical additives, and emergency overflows.

Note: Effluent limits or reporting requirements are proposed for acrylamide, acrylonitrile, vinyl chloride, pentachlorophenol, 4,4-DDT, 4,4-DDE, 4,4-DDD, dieldrin, toxaphene, and 1,4-dioxane because MAX Environmental Technologies (MAX) did not achieve the Department's minimum quantitation limits for the permit application's required analyses. The Department will allow MAX to analyze new samples for these pollutants during the 30-day draft permit comment period. If MAX verifies that the pollutants are not present in its wastewater discharges at the Department's quantitation limits, monitoring requirements or effluent limitations for those pollutants may be eliminated prior to final permit issuance.

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

 The EPA Waiver is not in effect.

PA0006254, Industrial, SIC Code 2821, NOVA Chemicals Inc., 400 Frankfort Road, Monaca, PA 15061-2212. Facility Name: NOVA Chemicals' Beaver Valley Site. This existing facility is located in Potter Township, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial wastes, treated sewage, non-contact cooling water, and storm water.

 The receiving streams, the Ohio River (WWF) and Raccoon Creek (WWF), are located in State Water Plan watershed 20-B and 20-D and are classified for Warm Water Fishes, 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 flow of 15 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Temperature (°F) XXX XXX XXX XXX 110.0 XXX
Copper, Total XXX XXX XXX Report Report XXX
Styrene XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.6 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average
Daily
Maximum
Instant.
Minimum
Annual
Average
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report
Avg Mo
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 0.44
Avg Mo
1.03 XXX
Biochemical Oxygen Demand  (BOD5) 315.0
Avg Mo
835.0 XXX 24.0
Avg Mo
64.0 XXX
Total Suspended Solids 520.0
Avg Mo
1,685.0 XXX 40.0
Avg Mo
130.0 XXX
Copper, Total 1.07
Avg Mo
2.14 XXX 0.083
Avg Mo
0.166 XXX
Lead, Total 4.12
Avg Mo
8.88 XXX 0.320
Avg Mo
0.690 XXX
Nickel, Total 21.7
Avg Mo
51.2 XXX 1.69
Avg Mo
3.98 XXX
Zinc, Total 6.18
Avg Mo
12.4 XXX 0.480
Avg Mo
0.960 XXX
Phenol 0.193
Avg Mo
0.334 XXX 0.015
Avg Mo
0.026 XXX
Oil and Grease XXX XXX XXX 15.0
Avg Qrtly
30.0 XXX
Acrolein 0.078
Avg Qrtly
0.121 XXX 0.0060
Avg Qrtly
0.0094 XXX
Phenanthrene 0.129
Avg Qrtly
0.202 XXX 0.010
Avg Qrtly
0.015 XXX
Styrene XXX XXX XXX Report
Avg Qrtly
Report XXX
Chromium, Total 14.2 35.6 XXX 1.11 2.77 XXX
Cyanide, Total 5.40 15.4 XXX 0.420 1.20 XXX
2-Chlorophenol 0.399 1.26 XXX 0.031 0.098 XXX
2,4-Dichlorophenol 0.502 1.44 XXX 0.039 0.112 XXX
2,4-Dimethylphenol 0.231 0.463 XXX 0.018 0.036 XXX
Fluorene 0.283 0.759 XXX 0.022 0.059 XXX
2,4-Dinitrophenol 0.914 1.58 XXX 0.071 0.123 XXX
2,4-Dinitrotoluene 1.46 3.66 XXX 0.113 0.285 XXX
2,6-Dinitrotoluene 3.28 8.25 XXX 0.255 0.641 XXX
4,6-dinitro-o-cresol 1.00 3.56 XXX 0.078 0.277 XXX
2-Nitrophenol 0.527 0.888 XXX 0.041 0.069 XXX
4-Nitrophenol 0.927 1.59 XXX 0.072 0.124 XXX
Acenaphthene 0.283 0.759 XXX 0.022 0.059 XXX
Acenaphthylene 0.283 0.759 XXX 0.022 0.059 XXX
Acrylonitrile 0.816 1.27 XXX 0.063 0.098 XXX
Anthracene 0.283 0.759 XXX 0.022 0.059 XXX
Chlorobenzene 0.193 0.360 XXX 0.015 0.028 XXX
1,2-Dichlorobenzene 0.991 2.09 XXX 0.077 0.163 XXX
1,3-Dichlorobenzene 0.399 0.566 XXX 0.031 0.044 XXX
1,4-Dichlorobenzene 0.193 0.360 XXX 0.015 0.028 XXX
1,3-Dichloropropylene 0.373 0.566 XXX 0.029 0.044 XXX
1,2,4-Trichlorobenzene 0.875 1.80 XXX 0.068 0.140 XXX
Ethylbenzene 0.412 1.39 XXX 0.032 0.108 XXX
Hexachlorobenzene 0.004 0.006 XXX 0.0003 0.0005 XXX
Nitrobenzene 0.347 0.875 XXX 0.027 0.068 XXX
Benzene 0.476 1.75 XXX 0.037 0.136 XXX
Benzo(a)Anthracene 0.013 0.020 XXX 0.0010 0.0016 XXX
Benzo(a)Pyrene 0.060 0.094 XXX 0.0047 0.0073 XXX
Benzo(k)Fluoranthene 0.060 0.094 XXX 0.0047 0.0073 XXX
3,4-Benzofluoranthene 0.060 0.094 XXX 0.0047 0.0073 XXX
Carbon Tetrachloride 0.232 0.489 XXX 0.018 0.038 XXX
Chloroethane 1.33 3.45 XXX 0.104 0.268 XXX
1,1,1-Trichloroethane 0.270 0.695 XXX 0.021 0.054 XXX
1,1,2-Trichloroethane 0.270 0.695 XXX 0.021 0.054 XXX
1,1-Dichloroethane 0.283 0.759 XXX 0.022 0.059 XXX
1,2-Dichloroethane 0.875 2.71 XXX 0.068 0.211 XXX
1,2-Dichloropropane 1.97 2.96 XXX 0.153 0.230 XXX
Bis(2-Ethylhexyl)Phthalate 1.32 3.59 XXX 0.103 0.279 XXX
Chloroform 0.270 0.592 XXX 0.021 0.046 XXX
Chrysene 0.060 0.094 XXX 0.0047 0.0073 XXX
Diethyl Phthalate 1.04 2.61 XXX 0.081 0.203 XXX
Dimethyl Phthalate 0.244 0.605 XXX 0.019 0.047 XXX
Di-n-Butyl Phthalate 0.347 0.733 XXX 0.027 0.057 XXX
Fluoranthene 0.321 0.875 XXX 0.025 0.068 XXX
Hexachlorobutadiene 0.257 0.630 XXX 0.020 0.049 XXX
Hexachloroethane 0.270 0.695 XXX 0.021 0.054 XXX
Methyl Chloride 1.11 2.44 XXX 0.086 0.190 XXX
Methylene Chloride 0.515 1.14 XXX 0.040 0.089 XXX
Naphthalene 0.283 0.759 XXX 0.022 0.059 XXX
Pyrene 0.321 0.862 XXX 0.025 0.067 XXX
1,1-Dichloroethylene 0.206 0.321 XXX 0.016 0.025 XXX
trans-1,2-Dichloroethylene 0.270 0.695 XXX 0.021 0.054 XXX
Tetrachloroethylene 0.283 0.721 XXX 0.022 0.056 XXX
Toluene 0.334 1.03 XXX 0.026 0.080 XXX
Trichloroethylene 0.270 0.695 XXX 0.021 0.054 XXX
Vinyl Chloride 0.400 0.624 XXX 0.031 0.048 XXX

 The proposed effluent limits for Internal Monitoring Point 102 are based on a design flow of 0.10 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total 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)
 Nov 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
 May 1 - Oct 31 XXX XXX XXX 200   
Geo Mean
XXX 400
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 020, 021, and 025 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Benzo(a)Anthracene (ug/L) XXX XXX XXX XXX Report XXX
Phenanthrene (ug/L) XXX XXX XXX XXX Report XXX

 Sludge use and disposal description and location(s): Sludge is pumped out twice annually, hauled to American Landfill in Waynesburg, Ohio, solidified, and landfilled.

 Outfalls 004 and 005 are authorized to discharge uncontaminated river pump house sump contact seal water. Outfalls 006 and 007 are authorized to discharge river water used to clean the intake screens. Debris collected on the intake trash racks cannot be returned to the waterway.

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

 •  Requirements applicable to: 1) NOVA's cooling water intake structure pursuant to § 316(b) of the Clean Water Act; 2) storm water; and 3) chemical additives.

 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.

PA0204994, Sewage, SIC Code 4952, Central Indiana County Joint Sanitary Authority, 603 South Main Street Ext, P.O. Box 7, Homer City, PA 15748-0007. Facility Name: Homer City STP. 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.

 The receiving stream(s), Two Lick Creek (TSF), is located in State Water Plan watershed 18-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Daily
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max
XXX
Aluminum, Total XXX XXX XXX XXX Report
Daily Max
XXX
Iron, Total XXX XXX XXX XXX Report
Daily Max
XXX
Manganese, Total XXX XXX XXX XXX Report
Daily Max
XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Daily
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Daily Max
XXX
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 135.0 215.0 XXX 25.0 40.0 50
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 160.0 240.0 XXX 30.0 45.0 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000.0   
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200.0  
Geo Mean
XXX 1,000.0
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 135.0 XXX XXX 25.0 XXX 50.0
 May 1 - Oct 31 90.0 XXX XXX 17.5 XXX 35.0
Chromium, Hexavalent Report XXX XXX Report Report
Daily Max
XXX
Copper, Total Report XXX XXX Report Report
Daily Max
XXX
1,4-Dioxane Report XXX XXX Report Report
Daily Max
XXX

 Sludge use and disposal description and location(s): Sludge is sent to a belt filter press with solids disposed at a regional landfill.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is NOT in effect.


 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

PA0272191, Sewage, SIC Code 4952, 8800, Deborah Mclaughlin, 3389 Hoover Heights, Harborcreek, PA 16421. Facility Name: Deborah Mclaughlin SRSTP. This proposed facility is located in Harborcreek Township, Erie County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (MGD) Report
Annl Avg
XXX 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 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

 Sewage sludge is stored in the processing equipment prior to off-site disposal.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

PA0272132, Sewage, SIC Code 8800, Jason Hickernell, 53 Quarry Hill Road, Greenville, PA 16125. Facility Name: Jason Hickernell SRSTP. This proposed facility is located in Hempfield 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 of Shenango River (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
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

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.


III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law.

Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

WQM Permit No. 6719401, Sewerage, High Pointe, LLC, 4175 Hanover Pike, Manchester, MD 21102.

 This proposed facility is located in Penn and West Manheim Townships, York County.

 Description of Proposed Action/Activity: Construction of residential subdivision sewage pumping station.

WQM Permit No. 0519401, Sewerage, Broad Top Township, P.O. Box 57, Defiance, PA 16633.

 This proposed facility is located in Broad Top Township, Bedford County.

 Description of Proposed Action/Activity: Construction of a single family residential small flow treatment facility.

Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

WQM Permit No. 5688403 A-1, Sewage, Highland Tank & Manufacturing Co., 1 Highland Road, Stoystown, PA 15563-6456.

 This existing facility is located in Quemahoning Township, Somerset County.

 Description of Proposed Action/Activity: Construction of a small flow treatment facility with a Singular Bio-Kinetic 960-500 treatment tank utilizing the extended aeration process. This new facility will replace the existing malfunctioning facility consisting of septic tank and sand filter treatment process.

WQM Permit No. 0219401, Sewage, Hampton Township, 3101 McCully Road, Allison Park, PA 15101.

 This proposed facility is located in Hampton Township, Allegheny County.

 Description of Proposed Action/Activity: Proposed construction of replacement and upgrade of the existing Glannons Pump Station located near 3793 Mt Royal Blvd in Allison Park, PA. Treatment to be provided at the existing Allison Park STP.

WQM Permit No. 0275407 A-1, Sewage, Deer Creek Drainage Basin Authority, P.O. Box 158, Russellton, PA 15076.

 This existing facility is located in West Deer Township, Allegheny County.

 Description of Proposed Action/Activity: The applicant proposes to relocate approximately 780 L.F. of 15" diameter PVC sewer line in the vicinity of Oak Road (S.R. 1022).


IV. NPDES Individual Permit Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).

Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, Telephone 484-250-5970.

PAI130501, MS4, East Coventry Township Chester County, 855 Ellis Woods Road, Pottstown, PA 19465-8151. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in East Coventry Township, Chester County. The receiving streams, Unnamed Tributaries to Schuylkill River (HQ-TSF, MF), Stony Run (HQ-TSF, MF), Schuylkill River (WWF, MF), Pigeon Creek (HQ-TSF, MF) are located in State Water Plan watershed 3-D and are classified for Migratory Fishes, Warm Water Fishes, and High-Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Pollutant Reduction Plan (PRP)

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.


VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities.

Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

Lackawanna County Conservation District, 1038 Montdale Road, Scott Township, PA 18447.

NPDES
Permit No.
Applicant Name & Address County Municipality Receiving
Water/Use
PAD350012 PennDOT Engineering
District 4-0
Susan Hazelton
55 Keystone Industrial Park
Dunmore, PA 18512
Lackawanna Dunmore Boro
Roaring Brook Twp
Roaring Brook
(CWF, MF)
EV Wetlands

Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401.

NPDES
Permit No.
Applicant Name & Address County Municipality Receiving
Water/Use
PAD390123 Upper Macungie Twp
8330 Schantz Rd
Breinigsville, PA 18031
Lehigh Upper Macungie Twp UNT to Little
Lehigh Creek
(HQ-CWF, MF)
PAD390121 HRES Allentown
Susquehanna LLC
5100 W Kennedy Blvd
Ste 100
Tampa, FL 33609
Lehigh Allentown City Trout Creek
(HQ-CWF, MF)
PAD390122 South 4th St Investors LLC
14 Balligomingo Rd
Conshohocken, PA 19428-0992
Lehigh Allentown City Trout Creek
(HQ-CWF, MF)

Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Phillips, Section Chief, 717.705.4802.

Permit # Applicant Name & Address County Municipality Receiving
Water/Use
PAD290002 Ilera Healthcare, LLC
3553 West Chester Pike, # 347
Newtown Square, PA 19073
Fulton Taylor Township Lick Branch
(HQ/CWF)
UNT Lick Branch
(HQ/CWF)
PAD670033 Core5 Industrial Partners, LLC
1230 Peachtree Street Northeast
Suite 3560
Atlanta, GA 30309
York East Manchester Township
Manchester Township
Existing Quarry
(WWF, MF)
Codorus Creek
(WWF, MF)
UNT Codorus Creek
(WWF, MF)

Southwest Region: Waterways & Wetlands Program, 400 Waterfront Drive, Pittsburgh, PA 15222, Dana Drake, Waterways and Wetlands Program Manager, 412-442-4000.

Permit No. Applicant & Address County Municipality Stream Name
PAD630039 Water Dam Associates
1301 Grandview Avenue
Pittsburgh, PA 15211
Washington County North Strabane
Township
UNT to Little Chartiers Creek
(HQ-WWF)

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