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PA Bulletin, Doc. No. 15-1272

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[45 Pa.B. 3718]
[Saturday, July 11, 2015]

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. 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?
PA0062201
(Sewage)
Schuylkill County Municipal Authority
Gordon WWTP
761 Airport Road
Gordon, PA 17936
Schuylkill County
Gordon Borough
Mahanoy Creek
(6-B)
N
PAS602206
(IW Stormwater)
Sibum's Auto Parts
2098 Paradise Trail
East Stroudsburg, PA 18301
Monroe County
Stroud Township
UNT to Brodhead Creek
(01E)
Y

 Southcentral Region: Clean Water 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?
PA0247642
(SEW)
Clay Manor Homeowner's Association
11 East Manor Drive
Lititz, PA 17543
Lancaster County
Elizabeth Township
Middle Creek/7-J Y
PA0021539
(SEW)
Williamsburg Municipal Authority
305 East Second Street
Williamsburg, PA 16693-1041
Blair County
Catherine Township
Frankstown Branch Juniata River/11-A Y

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

PA0028380, Sewage, SIC Code 4952, Tinicum Township, Memorial Bldg, 629 North Governor Printz Boulevard, Essington, PA 19029. Facility Name: Tinicum Township WWTP. This existing facility is located in Tinicum Township, Delaware 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), Darby Creek and Long Hook Creek, are located in State Water Plan watershed 3-G and are classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.4 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Instant.
Minimum
Average
Monthly
Daily
Maximum
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 4.0 Report XXX XXX
Total Residual Chlorine XXX XXX XXX 0.65 XXX 1.6
CBOD5 183 275 XXX 16 24
Wkly Avg
32
CBOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
BOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
CBOD20 365 XXX XXX XXX XXX XXX
CBOD20 (%) Minimum
 Percent Removal XXX XXX XXX 89.25 XXX XXX
Total Suspended Solids 350 525 XXX 30 45
Wkly Avg
60
Total Suspended Solids
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Dissolved Solids XXX XXX XXX Report
Daily Max
XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000*
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Copper XXX XXX XXX 0.045 0.090 0.113
PCBs
 (Dry Weather) (pg/L) XXX XXX XXX XXX Report XXX
 (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX
Chronic Toxicity—
 Ceriodaphnia Survival (TUc) XXX XXX XXX XXX Report XXX
 Ceriodaphnia Reproduction (TUc) XXX XXX XXX XXX Report XXX
 Pimephales Survival (TUc) XXX XXX XXX XXX Report XXX
 Pimephales Growth (TUc) XXX XXX XXX XXX Report XXX

 * Shall not exceed in more than 10% of samples.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
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
Fecal Coliform (CFU/100 ml) 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

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

 A. No Stormwater Condition

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Minimization

 E. Operator Notification

 F. TMDL/WLA Data

 G. Fecal Coliform Limit

 H. Chlorine Demand Study

 I. WET Condition

 J. Stormwater Requirements

 K. PCB PMP Implementation

 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.

PA0050237, Sewage, SIC Code 4941, Walnut Hill Utility Company, 400 Ashley Court, Glen Mills, PA 19342-2046. Facility Name: Walnut Hill Utility Company STP. This existing facility is located in Chester Heights Borough, Delaware 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), Chester Creek, is located in State Water Plan watershed 3-G and is classified for Trout Stocking 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 0.15 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2
CBOD5
 May 1 - Oct 31 18.8 XXX XXX 15 XXX 30
 Nov 1 - Apr 30 31.3 XXX XXX 25 XXX 50
Total Suspended Solids 37.5 XXX XXX 30 XXX 60
Total Dissolved Solids XXX XXX XXX Report
Daily Max
XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000*
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 6.3 XXX XXX 5.0 XXX 10.0
 Nov 1 - Apr 30 12.5 XXX XXX 10.0 XXX 20.0
Total Phosphorus
 May 1 - Oct 31 1.25 XXX XXX 1.0 XXX 2.0
 Nov 1 - Apr 30 2.5 XXX XXX 2.0 XXX 4.0

 * Shall not exceed in more than 10% of samples.

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP When Municipal Sewers Available

 E. Chlorine Optimization

 F. Operator Notification

 G. Fecal Coliform Reporting

 H. EDMR 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 in effect.

PA0050105, Sewage, SIC Code 4952, Lower Frederick Township, 53 Spring Mount Road, Zieglerville, PA 19492. Facility Name: Lower Frederick Township STP. This existing facility is located in Lower Frederick Township, Montgomery 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), Perkiomen Creek, is located in State Water Plan watershed 3-E and is classified for Warm 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 0.2 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Instant.
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
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2
CBOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
CBOD5 25 37.5 XXX 15 22.5 30
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 33 50 XXX 20 30 40
Total Dissolved Solids XXX XXX XXX Report XXX XXX
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200  
Geo Mean
XXX 1,000
Ammonia-Nitrogen 5.0 XXX XXX 3.0 XXX 6.0
Total Phosphorus 3.3 XXX XXX 2.0 XXX 4.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Instant.
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
CBOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
CBOD5
 (Final) 63 94 XXX 15 22.5 30
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 83 125 XXX 20 30 40
Total Dissolved Solids XXX XXX XXX Report XXX XXX
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200  
Geo Mean
XXX 1,000
UV Transmittance (%) XXX XXX Report
Min
XXX XXX XXX
Ammonia-Nitrogen
 (Final) 12.5 XXX XXX 3.0 XXX 6.0
Total Phosphorus
 (Final) 2.1 XXX XXX 0.5 XXX 1.0

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

 • No Stormwater in Sewers

 • Obtain necessary Property Rights

 • Proper Sludge Disposal

 • Chlorine Minimization

 • Notification of Responsible Operator

 • Operations and Maintenance Plan

 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.

PA0244767, Storm Water, SIC Code 3271, Fizzano Bros Concrete Products, 1776 Chester Pike, Crum Lynn, PA 19022. Facility Name: Fizzano Bros Concrete Lower Southampton Facility. This proposed facility is located in Lower Southampton Township, Bucks County.

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

 The receiving stream(s), Poquessing Creek and Unnamed Tributary to Poquessing Creek, is located in State Water Plan watershed 3-J and is classified for Warm 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 stormwater.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Annual
Average
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 50 100 XXX
Oil and Grease XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 003 are based on a stormwater.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Annual
Average
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 50 100 XXX
Oil and Grease XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 005 are based on a stormwater.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Annual
Average
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 50 100 XXX
Oil and Grease XXX XXX XXX Report Report XXX

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

 I. Requirements applicable to stormwater outfalls

 II. Other Requirements

  A. Property Rights

  B. Sludge removal

  C. BMPs for TSS and pH

 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.

PA0244694, Storm Water, SIC Code 4491, Kinder Morgan Bulk Terminal Inc., 1000 South Port Road, Fairless Hills, PA 19030. Facility Name: Kinder Morgan Keywell Site. This proposed facility is located in Falls Township, Bucks County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of Storm Water.

 The receiving stream(s), Delaware River, is located in State Water Plan watershed 2-E and is classified for Warm 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:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Conductivity (µmhos/cm) XXX XXX XXX Report Report XXX
BOD5 Report Report XXX Report Report XXX
Total Suspended Solids Report Report XXX Report Report XXX
Total Dissolved Solids Report Report
Annl Avg
XXX Report XXX XXX
Total Dissolved Solids
 (Final) 5,000
Annl Avg
XXX XXX XXX XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Nitrate-Nitrite as N Report Report XXX Report Report XXX
Total Kjeldahl Nitrogen Report Report XXX Report Report XXX
Total Phosphorus Report Report XXX 2.0 4.0 XXX
Free Available Cyanide XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Chloride Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Conductivity (µmhos/cm) XXX XXX XXX Report Report XXX
BOD5 Report Report XXX Report Report XXX
Total Suspended Solids Report Report XXX Report Report XXX
Total Dissolved Solids Report Report
Annl Avg
XXX Report XXX XXX
Total Dissolved Solids
 (Final) 5,000
Annl Avg
XXX XXX XXX XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Nitrate-Nitrite as N Report Report XXX Report Report XXX
Total Kjeldahl Nitrogen Report Report XXX Report Report XXX
Total Phosphorus Report Report XXX 2.0 4.0 XXX
Free Available Cyanide XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Chloride Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 003 are:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Conductivity (µmhos/cm) XXX XXX XXX Report Report XXX
BOD5 Report Report XXX Report Report XXX
Total Suspended Solids Report Report XXX Report Report XXX
Total Dissolved Solids Report Report
Annl Avg
XXX Report XXX XXX
Total Dissolved Solids
 (Final) 5,000
Annl Avg
XXX XXX XXX XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Nitrate-Nitrite as N Report Report XXX Report Report XXX
Total Kjeldahl Nitrogen Report Report XXX Report Report XXX
Total Phosphorus Report Report XXX 2.0 4.0 XXX
Free Available Cyanide XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Chloride Report Report XXX Report Report XXX

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

 • Acquiring necessary property rights

 • Requirements for stormwater outfalls

 • Applicable BMPs

 • Special Condition for TDS

 • Requirement to use eDMR system

 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.

PA0244635 A-2, Storm Water, SIC Code 5169, Morton Salt Inc., 12 Solar Drive, Fairless Hills, PA 19030. Facility Name: Morton Salt Fairless Hills Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River, is located in State Water Plan watershed 2-E and is classified for Warm 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:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
BOD5 Report Report XXX Report Report XXX
Total Suspended Solids Report Report XXX Report Report XXX
Total Dissolved Solids Report Report XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Nitrate-Nitrite as N Report Report XXX Report Report XXX
Total Kjeldahl Nitrogen Report Report XXX Report Report XXX
Total Phosphorus Report Report XXX 2.0 4.0 XXX
Free Available Cyanide XXX XXX XXX Report Report XXX
Chloride Report Report XXX Report Report XXX

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

 • Acquiring necessary property rights

 • Disposal of collected slurries, sludge, and other solids

 • Requirements for stormwater outfalls

 • Applicable BMPs

 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.


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

PA0275760, Industrial Waste, SIC Code 4922, Transcontinental Gas Pipe Line Company, LLC, 2800 Post Oak Boulevard, Suite 900, Houston, TX 77056. Facility Name: Leidy Southeast Expansion Project—Dorrance Loop. This proposed facility is located in Dorrance Township, Luzerne County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated hydrostatic test water from new natural gas transmission lines.

 The receiving stream, Little Wapwallopen Creek, is located in State Water Plan watershed 05B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.91 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average Daily
Maximum
Minimum Average Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
Duration of Discharge (hours) XXX Report
Total Time
XXX XXX XXX XXX
pH XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX Report
Total Residual Chlorine * XXX XXX XXX Report XXX 0.05
Total Suspended Solids XXX XXX XXX Report XXX 60
Oil and Grease XXX XXX XXX Report XXX 30
Dissolved Iron XXX XXX XXX Report XXX 7.0

 * If chlorinated water is used in the test.

 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.

PA0034746, Sewage, SIC Code 5271, 6515, MHC Li'l Wolf LP, 2 North Riverside Plaza, Chicago, IL 60606-2682. Facility Name: Li'l Wolf MHP. This existing facility is located in North Whitehall Township, Lehigh 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 Coplay Creek, is located in State Water Plan watershed 2-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 following effluent limits for Outfall 001 are based on an existing design flow of 0.038 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 3.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 1.2 XXX 2.8
CBOD5
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20.0
 Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean
XXX 10,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18.0
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX

 The following effluent limits for Outfall 001 are based on a proposed design flow of 0.070 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Instant.
Maximum
Flow (MGD) Report Report 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 0.09 XXX 0.2
CBOD5 XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX 5.0 XXX 10.0
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 2.4 XXX 4.8
 Nov 1 - Apr 30 XXX XXX XXX 7.2 XXX 14.4
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX

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

 The EPA Waiver is in effect.


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

PA0037150, Sewage, SIC Code 4952, Penn Township Board of Commissioners, 20 Wayne Avenue, Hanover, PA 17331. Facility Name: Penn Township WWTP. This existing facility is located in Penn 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, Oil Creek, 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 4.2 MGDs.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.021 XXX 0.068
CBOD5
 May 1 - Oct 31 525 788
Wkly Avg
XXX 15 22.5
Wkly Avg
30
 Nov 1 - Apr 30 875 1,401 
Wkly Avg
XXX 25 40 
Wkly Avg
50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 1,050 1,576 
Wkly Avg
XXX 30 45 
Wkly Avg
60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean
XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 35 XXX XXX 1.0 XXX 2.0
 Nov 1 - Apr 30 105 XXX XXX 3.0 XXX 6.0
Total Phosphorus 70 XXX XXX 2.0 XXX 4.0
Total Copper XXX XXX XXX Report Report XXX
Free Available Cyanide 0.197 0.308 XXX 0.005627 0.00878 0.0141
Chlorodibromomethane 0.0233 0.0363 XXX 0.000664 0.001037 0.00166
Dichlorobromomethane 0.0320 0.0499 XXX 0.000914 0.001425 0.00228
Bis(2-Ethylhexyl)Phthalate 0.0698 0.109 XXX 0.001993 0.00311 0.00498
Chloroform 0.332 0.517 XXX 0.009467 0.014771 0.0237

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 76,711 XXX XXX XXX
Net Total Phosphorus Report 10,228 XXX XXX XXX

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

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

 • Requirements applicable to stormwater outfalls

 • 8,200 lbs/year of Total Nitrogen offsets approved to be used for compliance with TN Cap Load.

 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.

PA0020818, Sewage, SIC Code 4952, Glen Rock Sewer Authority York County, 11714 N. Main St. Ext. P.O. Box 205, Glen Rock, PA 17327. Facility Name: Glen Rock STP. This existing facility is located in Glen Rock Borough, 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), South Branch Codorus Creek, 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 0.6 MGDs.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 125 200
Wkly Avg
XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 150 225
Wkly Avg
XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean
XXX 10,000
UV Intensity (mW/cm2) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 120 XXX XXX 24 XXX 48
 Nov 1 - Apr 30 40 XXX XXX 8.0 XXX 16
Total Phosphorus 10 XXX XXX 2.0 XXX 4.0

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 10,959 XXX XXX XXX
Net Total Phosphorus Report 1,461 XXX XXX XXX

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

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

 The EPA Waiver is not in effect.

PA0021717, Sewage, SIC Code 4952, Marietta Donegal Joint Authority, 50 Furnace Road, Marietta, PA 17547. Facility Name: Marietta Donegal Joint Authority WWTP. This existing facility is located in Marietta Borough, Lancaster County.

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

 The receiving stream, Susquehanna River, is located in State Water Plan watershed 7-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.750 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 156 250
Wkly Avg
XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 188 281
Wkly Avg
XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
UV Intensity (mW/cm2) XXX XXX Report Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus 12.5 XXX XXX 2.0 XXX 4.0

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 13,698 XXX XXX XXX
Net Total Phosphorus Report 1,826 XXX XXX XXX

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

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

 • Requirements applicable to stormwater outfalls

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

 The EPA Waiver is not in effect.

PA0081868, Sewage, SIC Code 4952, Fairview Township, 599 Lewisberry Road, New Cumberland, PA 17070-2510. Facility Name: Fairview Township North STP. This existing facility is located in Fairview 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), Susquehanna River, is located in State Water Plan watershed 7-E and is classified for Warm 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 0.726 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
UV Transmittance (%) XXX XXX Report XXX XXX XXX
CBOD5 151 242
Wkly Avg
XXX 25 40 50
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 182 272
Wkly Avg
XXX 30 45 60
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
Ammonia-Nitrogen Report XXX XXX Report XXX Report
Total Phosphorus 12 XXX XXX 2.0 XXX 4.0

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 13,333 XXX XXX XXX
Net Total Phosphorus Report 1,778 XXX XXX XXX

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

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

 The EPA Waiver is not in effect.

PA0044741, Industrial Waste, SIC Code 2033, Hanover Foods Corp, 1486 York Street, Hanover, PA 17331-0334. Facility Name: Hanover Foods. This existing facility is located in Penn Township, York 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), Oil Creek and Unnamed Tributary to Oil Creek, 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 0.84 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.1 XXX 0.3
Color (Pt-Co Units) XXX XXX XXX XXX Report XXX
Temperature (°F)
 Jan 1-31 XXX XXX XXX XXX 51 XXX
 Feb 1-29 XXX XXX XXX XXX 52 XXX
 Mar 1-31 XXX XXX XXX XXX 74 XXX
 Apr 1-15 XXX XXX XXX XXX 83 XXX
 Apr 16-30 XXX XXX XXX XXX 89 XXX
 May 1-15 XXX XXX XXX XXX 85 XXX
 May 16-31 XXX XXX XXX XXX 106 XXX
 Jun 1-15 XXX XXX XXX XXX 106 XXX
 Jun 16-30 XXX XXX XXX XXX 110 XXX
 Jul 1-31 XXX XXX XXX XXX 101 XXX
 Aug 1-31 XXX XXX XXX XXX 99 XXX
 Aug 1-15 XXX XXX XXX XXX 99 XXX
 Sep 1-15 XXX XXX XXX XXX 94 XXX
 Sep 16-30 XXX XXX XXX XXX 88 XXX
 Oct 1-15 XXX XXX XXX XXX 82 XXX
 Oct 16-31 XXX XXX XXX XXX 76 XXX
 Nov 1-15 XXX XXX XXX XXX 69 XXX
 Nov 16-30 XXX XXX XXX XXX 59 XXX
 Dec 1-31 XXX XXX XXX XXX 50 XXX
CBOD5
 May 1 - Oct 31 70 105 XXX 10 15 20
 Nov 1 - Apr 30 126 189 XXX 18 27 36
Total Suspended Solids 210 420 XXX 30 60 75
Oil and Grease Report Report XXX 15 30 30
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean
XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 7.0 14 XXX 1.0 2.0 2.5
 Nov 1 - Apr 30 21 42 XXX 3.0 6.0 7.5
Total Phosphorus 14 28 XXX 2.0 4.0 5.0
Total Cadmium 0.0056 0.011 XXX 0.0008 0.0016 0.002

 The proposed effluent limits for Outfall 002 and 003 are based on a design flow of 0.000000 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Daily
Maximum
Instant.
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 Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 26,385 XXX XXX XXX
Net Total Phosphorus Report 979 XXX XXX XXX

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

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

 • Stormwater Requirements

 • Chemical Additives

 • Compliance Schedules

 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.


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

PA0273082, sewage, SIC Code 8800, Larry Hollabaugh, 6275 Route 62, Irvine, PA 16329. Facility Name: Larry Hollabaugh SRSTP. This proposed facility is located in Watson Township, Warren 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 un-named tributary to the Allegheny River, located in State Water Plan watershed 16-F and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX Report XXX XXX
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 
Geo Mean
XXX XXX

 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

PA0273121, Sewage, SIC Code: 8800 (Private Household), David Mohney, 2410 Jackson Ave. Extension, Warren, PA 16365.

 Facility Name: David Mohney SRSTP. This proposed facility is located in Glade Township, Warren County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated domestic sewage from a small flow treatment facility.

 The receiving stream, an Unnamed Tributary to Glade Run, is located in State Water Plan watershed 16-B and is classified for cold water fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Minimum Average
Monthly
Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX Report XXX XXX
BOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 
Geo Mean
XXX XXX

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

 • Prohibition of Stormwater Discharges

 • Right of Way

 • Septic Tank Pumping Requirement

 • Abandonment of the Treatment System

 • Submittal of an Annual Maintenance Report

 • Submittal of a Monthly Discharge Monitoring Report

 • Solids Handling

 • Effective Disinfection

 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.


 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.0530.

PA0232602 A-1, Industrial, SIC Code 4911, Hummel Station LLC, 5100 Spring Valley Road, Dallas, TX 75244. Facility Name: Hummel Station LLC. This existing facility is located in Shamokin Dam Borough, Snyder County.

 Description of Existing Activity: The application is to amend an existing NPDES permit for a proposed discharge of cooling tower blowdown.

 The receiving stream(s), Susquehanna River, is located in State Water Plan watershed 6-B and is classified for Warm 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 002 are based on a design flow of 1.553 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Free Available Chlorine XXX XXX XXX 0.2 XXX 0.5
Temperature (°F) XXX XXX XXX XXX 110 XXX
Total Arsenic Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX
Total Cadmium Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX
Total Chromium 2.59 2.59 XXX 0.2 0.2 0.2
Total Copper (ug/L) 0.34 0.68 XXX 26.33 52.66 65.82
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total Thallium Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX
Total PCBs (µg/L) XXX XXX XXX XXX XXX 0.25

 Amended compliance schedule.

 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.


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

Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, 484.250.5900

WQM Permit No. 4699201, Industrial, Amendment, Johnson Matthey, Inc., 900 River Road, Conshohocken, PA 19428-2647.

 This proposed facility is located in Upper Merion Township, Montgomery County.

 Description of Action/Activity: Replacement of existing wastewater sand filter with a compressible media filter that utilizes synthetic fibers.

WQM Permit No. WQG02231503, Sewage, Southwest Delaware County Municipal Authority, P.O. Box 2466, Aston, PA 194014.

 This proposed facility is located in Chester Heights, Delaware County.

 Description of Actions/Activity: Construction and operation of a sewage pump station and force main.

WQM Permit No. 4615403, Sewage, Hatfield Township Municipal Authority, 3200 Advance Lane, Colmar, PA 18915.

 This proposed facility is located in Hatfield Township, Montgomery County.

 Description of Action/Activity: RE-RATE to the existing wastewater treatment plant.

WQM Permit No. 1598404, Sewage, Amendment, Spring City Borough, 6 South Church Street, Spring City, PA 19475.

 This proposed facility is located in Spring City Borough, Chester County.

 Description of Action/Activity: Upgrades and Additions to the existing wastewater treatment plant.

WQM Permit No. 4615404, Sewage, Green Hills MHC, LLC, P.O. Box 677, Morgantown, PA 19543.

 This proposed facility is located in Marlborough Township, Montgomery County.

 Description of Action/Activity: Restoring hypochlorination disinfection and add dechlorination.

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

WQM Permit No. 6715408, Sewerage, Mark Wieczorkowski and Kathryn Dickinson, 3200 Catholic Valley Road, Glen Rock, PA 17327.

 This proposed facility is located in Codorus Township, York County.

 Description of Proposed Action/Activity: Seeking approval for the installation of an Orenco Systems AdvanTex AX20-RTUV aerobic treatment system to replace failing system.

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

WQM Permit No. 6215404, Sewage, Thomas C Judge, 3029 Egypt Hollow Rd, Russell, PA 16345.

 This proposed facility is located in Pine Grove Township, Warren County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

WQM Permit No. 1015403, Sewage, Cranberry Township Butler County, 2525 Rochester Rd, Cranberry Twp, PA 16066-6420.

 This proposed facility is located in Cranberry Township, Butler County.

 Description of Proposed Action/Activity: Cranberry Township Brush Creek water pollution control facility upgrade and expansion.


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.

Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI023915006 Marc Breidenbach
Lehigh Valley Hospital—
Muhlenberg
2100 Mack Blvd
P. O. Box 4000
Allentown, PA 18105
Lehigh City of Bethlehem,
Lehigh County
Hanover Township,
Northampton County
UNT to Monocacy Creek
(HQ-CWF, MF)
Monocacy Creek
(HQ-CWF, MF)

Monroe County Conservation District, 8050 Running Valley Rd., Stroudsburg, PA 18360-0917

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI024515003 UGI Utilities, Inc.
2121 City Line Road
Bethlehem, PA 18017
Monroe Stroud Township Flagler Run
(HQ-CWF, MF)

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

Permit # Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI030714004 Allegheny Township Sewer and Water Authority
3131 Colonial Drive
Duncansville, PA 16635
Blair Allegheny Township UNT Spencer Run
(WWF, MF)
Spencer Run
(WWF, MF)
EV Wetlands
PAI033615006 Roy A. Stoner
1164 Pilgrims Pathway
Peach Bottom, PA 17563-9665
Lancaster Little Britain Township UNT Reynolds Run
(HQ-CWF, MF)
Octoraro Creek
(HQ-CWF, MF)
PAI032808004R B2M2 LLC
10961 Rinehart Drive
Waynesboro, PA 17268
Franklin Washington Township UNT West Branch Antietam Creek
(CWF)

Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701

Centre County Conservation District: 414 Holmes Avenue, Suite 4, Bellefonte, PA 16823, (814) 355-6817

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI041415006 Pennsylvania State University
139J Physical Plant Bldg
University Park, PA 16802
Centre State College Borough Thompson Run
HQ-CWF

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

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

APPLICATIONS

NUTRIENT MANAGEMENT PLAN—PUBLIC NOTICE SPREADSHEET

Agricultural Operation
Name and Address
County Total
Acres
Animal
Equivalent
Units
Animal
Type
Special Protection
Waters (HQ or
EV or NA)
Renewal/
New
Douglas Rohrer
1728 Bridge Road
Lancaster, PA 17602
Lancaster 877 582.75 Layers NA Renewal
Scott Kreider
761 Spring Valley Road
Quarryville, PA 17566
Lancaster 922.2 2,662.5 Dairy HQ Renewal
Joshua T. Akers
590 Church Road
Quarryville, PA 17566
Lancaster 158 138.64 Ducks HQ Renewal
Clair Hurst
788 Kingpen Road
Kirkwood, PA 17536
Lancaster 111 510.42 Swine/
Dairy
HQ Renewal

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