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PA Bulletin, Doc. No. 11-2225

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, actions and special notices


APPLICATIONS

[41 Pa.B. 6995]
[Saturday, December 31, 2011]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION 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. 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: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed No.)
EPA Waived
Y/N?
PAS122204
(Storm Water)
Samuel Adams PA Brewing Co.
Lehigh Valley Facility
7880 Penn Drive
Breinigsville, PA 18031
Lehigh County
Upper Macungie Township
Iron Run High Quality-Cold Water Fishes
(2-C)
Y
PAS802224
(Storm Water)
Waste Management of PA, Inc.
Beach Lake Transfer Station
Rosencranse Road
Beach Lake, PA 18405
Wayne County
Berlin Township
Unnamed Tributary of Beach Lake Creek
(1-A)
Y

 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N?
PA0111350
(Sew)
Petersburg Borough Sewer Authority
PO Box 6
Petersburg, PA 16669
Huntingdon County /
Logan Township
11-B / Shaver Creek Y
PA0087190
(Sew)
St. Thomas Township Municipal Authority (Edenville Plant)
175 St. Thomas-Edenville Road
St. Thomas, PA 17252
Franklin County /
St. Thomas Township
13-C / unt Wilson Run Y
PA0008150
(IW)
Mount Holly Springs
Specialty Paper, Inc.
1 Mountain Street
Mt. Holly Springs, PA 17065-1406
Cumberland County
Mount Holly Springs Borough
7-E / UNT Mountain Creek Y

 Northcentral Region: Water Management 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?
PA0060305 Mt Pisgah State Park IW
Treatment Plant
28 Entrance Rd.
Troy, PA 16947-8448
Bradford County
West Burlington Township
Unnamed Tributary to Mill Creek (04C) Y

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

Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401

PA0012637, Industrial Waste, SIC Code 2911, Conocophillips Co., 4101 Post Road, Trainer, PA 19061-5052. Facility Name: Conocophillips Trainer Refinery. This existing facility is located in Trainer Borough, Delaware County.

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

 The receiving stream(s), Delaware River, Marcus Hook Creek and Stony Creek, are located in State Water Plan watershed 3-G and is classified for Warm Water Fishes, Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyInstant.AverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.16 XXX 0.5
Temperature (°F) XXX XXX XXX XXX XXX 110
Heat Rejection Rate (MBTUs/day) XXX 43,200 XXX XXX XXX XXX
Total Suspended Solids
 Effluent Net 9,050 18,100 XXX 30 60 75
Total Dissolved Solids
 Effluent Net XXX XXX XXX Report Report Report
Oil and Grease 4,525 XXX XXX 15 XXX 30
Total Aluminum XXX XXX XXX Report Report Report
Total Organic Carbon
 Effluent Net XXX XXX XXX XXX XXX 5.0

 The proposed effluent limits for Outfall 003 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 006 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX
PCBs (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Total Copper XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
PCBs (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
PCBs (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 011 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 012 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 013 are based on an average flow of storm water.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 65.77 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyInstant.AverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.16 XXX 0.5
Temperature (°F) XXX XXX XXX XXX XXX 110
Heat Rejection Rate
 (MBTUs/day) XXX 67,470 XXX XXX XXX XXX
Total Suspended Solids
 Effluent Net 16,460 32,920 XXX 30 60 75
Oil and Grease 8,230 XXX XXX 15 XXX 30
Total Aluminum XXX XXX XXX Report Report Report
Total Iron XXX XXX XXX Report Report Report
Total Lead XXX XXX XXX Report Report Report
Total Organic Carbon
 Effluent Net XXX XXX XXX XXX XXX 5.0

 The proposed effluent limits for Outfall 201 are based on a design flow of 3.5 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyInstant.AverageDailyInstant.
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.16 XXX 0.5
BOD5 1,236 2,472 XXX 42 84 105
CBOD20 1,800 XXX XXX XXX XXX XXX
CBOD20 % Removal (%) 89.25 XXX XXX XXX XXX XXX
Chemical Oxygen Demand 17,608 33,130 XXX 603 1,135 1508
Total Suspended Solids 875 1,750 XXX 30 60 75
Total Dissolved Solids
 Effluent Net 29,190 58,380 XXX 1,000 2,000 2500
Oil and Grease 438 876 XXX 15 30 30
Ammonia-Nitrogen 1,020 2,040 XXX 35 70 87
Total Aluminum XXX XXX XXX Report Report Report
Hexavalent Chromium 1.1 2.4 XXX 0.04 0.08 0.1
Total Chromium 13 37 XXX 0.45 1.27 1.27
Total Copper XXX XXX XXX Report Report Report
Free Available Cyanide XXX XXX XXX Report Report Report
Total Cyanide XXX XXX XXX Report Report Report
Total Lead XXX XXX XXX Report Report Report
Total Magnesium XXX XXX XXX Report Report Report
Total Selenium XXX XXX XXX Report Report Report
Total Sulfide 13 30 XXX 0.45 1.03 1.13
Total Zinc XXX XXX XXX Report Report Report
Total Phenolics 11 34 XXX 0.38 1.16 1.16
PCBs (Dry Weather) (pg/L) XXX XXX XXX XXX Report XXX

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

 1. Remedial Measures

 2. CBOD20 percent Removal

 3. Thermal Requirements for 101 and 002

 4. Approved Test Methods

 5. Change in Ownership

 6. Chlorine Minimization

 7. Proper Sludge Disposal

 8. Analysis of TMDL/WLA

 9. Laboratory Certification

 10. 316 (a) Modification

 11. PCB Requirement

 12. Intake Sampling

 13. Stormwater Credits

 14. Nutrient Monitoring

 15. WQM Permits

 16. Chemical Additives

 17. Hydrostatic Discharge

 18. Cooling Water Intake

 19. WETT Requirement

 20. Stormwater Condition

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

 The EPA Waiver is not in effect.


 Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000

PA0097799, Sewage, Lauderdale Laurel Highlands LLC, PO Box 359, Stuart, FL 34995. Facility Name: Lauderdale Laurel Highlands STP. This existing facility is located in Donegal Township, Westmoreland County.

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

 The receiving stream(s), Minnow Run, is located in State Water Plan watershed 19-E and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.043 MGD.

Mass (lbs/day) Concentration (mg/l)
AverageAverageInstant.
Parameters Monthly Minimum Monthly Maximum
Flow (MGD) 0.043 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX .02 XXX .05
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 2.0 XXX 4.0
 Nov 1 - Apr 30 XXX XXX XXX 3.5 XXX 7.0

 The EPA Waiver is in effect.

PA0096334, Sewage, Clelian Heights School for Exceptional Children, 135 Clelian Heights Lane, Greensburg, PA 15601-6665. Facility Name: Clelian Heights School for Exceptional Children STP. This existing facility is located in Hempfield Township, Westmoreland County.

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

 The receiving stream, Unnamed Tributary to Beaver Run, is located in State Water Plan watershed 18-B and is classified for High Quality Cold Water Fishery, 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 0.009 MGD.

Mass (lb/day) Concentration (mg/l)
AverageAverageInstant.
Parameters Monthly Minimum Monthly Maximum
Flow (MGD) 0.009 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 7.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 1.4 XXX 3.3
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 4.2 XXX 8.4
 Nov 1 - Apr 30 XXX XXX XXX 10.0 XXX 20.0
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0

 The EPA Waiver is in effect.

PA0044431, Sewage, Fairfield Manor Inc., PO Box 17039, Pittsburgh, PA 15235-0039. Facility Name: Fairfield Manor Inc. MHP. This existing facility is located in Fairfield Township, Westmoreland County.

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

 The receiving stream(s), Unnamed Tributary to Hendricks Creek, is located in State Water Plan watershed 18-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 0.030 MGD.

Mass (lb/day) Concentration (mg/l)
AverageAverageInstant.
Parameters Monthly Minimum Monthly Maximum
Flow (MGD) 0.03 XXX 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 XXX XXX XXX 0.2 XXX 0.5
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 2.0 XXX 4.0
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0

 The EPA Waiver is in effect.

PA0218774, Beka House, 5977 Somerset Pike, Boswell, PA 15531-1807. Facility Name: Beka House STP. This existing facility is located in Jenner Township, Somerset County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage from the Beka House STP.

 The receiving stream, Bens Creek, is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00106 MGD.

Mass (lb/day) Concentration (mg/l)
AverageAverageInstant.
Parameters Monthly Minimum Monthly Maximum
Flow (MGD) 0.00106 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 1.4 XXX 3.3
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000

 The EPA Waiver is in effect.

PA0218600, Leonard Arthur J., 310 Spang Road, Baden, PA 15005-2540. Facility Name: Leonard SR STP. 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 sewage from the Leonard Single Residence STP.

 The receiving stream, Laurel Hill Creek, is located in State Water Plan watershed 19-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) 0.0004 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 Report 1.0
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 XXX XXX XXX 3.0 XXX 6.0

 The EPA Waiver is in effect.

PA0096938, Sewage, Lewis Mackay Enterprises Inc., 8755 Cloud Leap Court, Columbia, MD 21045. Facility Name: Silver Dolphin MHP. This existing facility is located in Hempfield Township, Westmoreland County.

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

 The receiving stream(s), Unnamed Tributary to Little Sewickley Creek, is located in State Water Plan watershed 19-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 0.01065 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Instant.
Maximum
Flow (MGD)0.01065XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.25 XXX 0.58
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 2.4 XXX 4.8
 Nov 1 - Apr 30 XXX XXX XXX 5.0 XXX 10.0

 The EPA Waiver is in effect.

PA0046906, Sewage, Moon Township Municipal Authority, 1700 Beaver Grade Road, Moon Township, PA 15108-3109. Facility Name: Flaugherty Run STP. This existing facility is located in Moon Township, Allegheny County.

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

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

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
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
CBOD5 417 626 XXX 25 38 50
Total Suspended Solids 501 751 XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Oct 30 XXX XXX XXX 200
Geo Mean
XXX 400
 Nov 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000

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

 The Authority will be allowed to discharge uncontaminated storm water from the STP site through Outfalls 101 and 102.

 The first three years of the renewal permit include quarterly monitoring requirements for certain nutrients (nitrogen and phosphorus components) for Outfall 001. This is in accordance with Ohio River Valley Water Sanitation Commissions (ORSANCO's) recent meeting in which the Commission states, and Pennsylvania agreed to, include said monitoring in the NPDES permits for all major discharges of 1 million gallons per day (mgd) or greater to the Ohio River.

 The EPA Waiver is not in effect.

PA0203793, Sewage, William Debevec, 4418 Rostosky Ridge Road, Monongahela, PA 15063-4319. Facility Name: Debevec Single Residence STP. This existing facility is located in Forward Township, Allegheny County.

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

 The receiving stream(s), Perry Mill Run, is located in State Water Plan Watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) 0.0004 Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX Report XXX Report
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean
XXX 10000

 The EPA Waiver is in effect.


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

Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.

WQM Permit No. 1511407, Sewage, Comprehensive Addition Programs, Inc., 608 Chadds Ford Lane, Suite 304, Chadds Ford, PA 19317.

 This proposed facility is located in New Garden Township, Chester County.

 Description of Action/Activity: Construction and operation of a new wastewater treatment plant.

WQM Permit No. WQG02461116, Sewage, Lower Gwynedd Township Municipal Authority, 1130 N. Bethlehem Pike, Spring House, PA 19477.

 This proposed facility is located in Lower Gwynedd Township, Montgomery County.

 Description of Action/Activity: Construction of a combination of low pressure and gravity sewers in 3 area of Lower Gwynedd Township to service a total of 29 EDU's.


IV. NPDES Applications for Stormwater Discharges from MS4


V. Applications for NPDES Waiver Stormwater Discharges from MS4


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

Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI01
1508069A-1
FSP—Willistown, LP
150 North Radnor-Chester Road Suite A-220
Radnor, PA 19087
Chester Willistown Township Ridley Creek (HQ-TSF)

Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790

Luzerne County Conservation District: 325 Smiths Pond Road, Shavertown, PA 18708, 570-674-7991.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI024011003 Apple Alley Associates, LP William Leandri
372 Center Ave.
PMB 114
Schuylkill Haven, PA 17972
Luzerne Lehman Twp. UNT to East Fork Harvey's Creek,
CWF, MF

Monroe County Conservation District: 8050 Running Valley Road, Stroudsburg, PA 18360, 570-629-3060.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI024511012 New Glenbrook East, LP
P. O. Box 240
Wynnewood, PA 19096
Monroe Borough of Stroudsburg Pocono Creek, HQ-CWF, MF

Lehigh County Conservation District: Lehigh Ag. Ctr., Ste. 102, 4184 Dorney Park Road, Allentown, PA 18104, 610-391-9583.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI023911016 Dale R. Koller
1870 Waldheim Rd.
Bethlehem, PA 18015
Lehigh Weisenberg Twp. Lyon Creek,
HQ-CWF, MF

Northcentral Region: Watershed Management Program Manager, 208 West Third Street, Williamsport, PA 17701

Tioga County Conservation District: 50 Plaza Lane, Wellsboro, PA 16901, (570) 724-1801, X 3

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI045911002 Robert DeCamp
34 Fellows Ave
Wellsboro PA 16901
Tioga Delmar Township UNT to Baldwin Run/West Branch HQ-CWF, MF

VII. List of NOIs for NPDES and/or Other General Permit Types

PAG-12 CAFOs
PAG-13 Stormwater Discharges from MS4

PUBLIC WATER SUPPLY (PWS) PERMITS

 Under the Pennsylvania Safe Drinking Water Act (35 P. S. §§ 721.1—721.17), the following parties have applied for PWS permits to construct or substantially modify public water systems.

 Persons wishing to comment on permit applications are invited to submit statements to the office listed before the application within 30 days of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding an application. A comment 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. A public hearing may be held after consideration of comments received during the 30-day public comment period.

 Following the comment period, the Department will make a final determination regarding the proposed permit. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

 The permit application and related documents are on file at the office listed before the application and available for public review. Arrangements for inspection and copying information should be made with the office listed before the application.

 Persons with a disability that require an auxiliary aid, service or other accommodations to participate during the 30-day public comment period should contact the office listed before the application. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

SAFE DRINKING WATER


Applications Received Under the Pennsylvania Safe Drinking Water Act

Southwest Region: Water Supply Management Program Manager, 400 Waterfront Drive, Pittsburgh, Pa 15222-4745

Permit No. 0211516, Public Water Supply.

Applicant Municipal Authority of the Borough of Oakmont
721 Allegheny Avenue
Oakmont, PA 15139
[Township or Borough] Penn Hills Township
Responsible Official John Dunlap, General Manager Municipal Authority of
the Borough of Oakmont
721 Allegheny Avenue
Oakmont, PA 15139
Type of Facility Water system
Consulting Engineer NIRA Consulting Engineers, Inc. 950 Fifth Avenue
Coraopolis, PA 15108
Application Received Date December 9, 2011
Description of Action Painting and repairing the 0.2 MG welded steel water storage tank and raw water intake catwalk; and adding a PAX mixing system to the water storage tank.

Permit No. 0411504, Public Water Supply.

Applicant Beaver Falls Municipal Authority
1425 8th Avenue
PO Box 400
Beaver Falls, PA 15010
[Township or Borough] Eastvale Borough
Responsible Official James Riggio, General Manager Beaver Falls
Municipal Authority
1425 8th Avenue
PO Box 400
Beaver Falls, PA 15010
Type of Facility Water system
Consulting Engineer KLH Engineers, Inc.
5173 Campbells Run Road Pittsburgh, PA 15205
Application Received Date December 5, 2011
Description of Action Rehabilitation of the existing flocculation/primary clarifier basins.

MINOR AMENDMENT


Applications Received Under the Pennsylvania Safe Drinking Water Act

Southwest Region: Water Supply Management Program Manager, 400 Waterfront Drive, Pittsburgh, Pa 15222-4745

Application No. 0211515MA, Minor Amendment.

Applicant Samuel Scarfone,
General Manager
Hampton Township
Municipal Authority
3101 McCully Road
Allison Park, PA 15101
[Township or Borough] Hampton Township
Responsible Official Samuel Scarfone,
General Manager
Hampton Township
Municipal Authority
3101 McCully Road
Allison Park, PA 15101
Type of Facility Water system
Consulting Engineer Widmer Engineering, Inc.
806 Lincoln Place
Beaver Falls, PA 15010
Application Received Date December 15, 2011
Description of Action Installation of approximately 480 feet of 16-inch waterline for the Middle Road/Turnpike project.

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