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PA Bulletin, Doc. No. 13-323

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[43 Pa.B. 1088]
[Saturday, February 23, 2013]

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 &
ddress 		County &
Municipality 		Stream Name (Watershed No.) EPA Waived Y/N?
PA0062944 (Sewage) Robert B. Barker and
Charles L. Rice—SRSTP
618 Quaker Plain Road
Bangor, PA 18013 		Northampton County Upper Mount Bethel Township Unnamed Tributary to East Fork Martins Creek (01F) Y
PA0064289 (Sewage) Johnsons Home For The Aged 897 Hobbie Road
Wapwallopen, PA 18660 		Luzerne County Hollenback Township Unnamed Tributary of Big Wapwallopen Creek (5-B) Y

 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?
PAS604801
(Storm Water) 		Abramson Auto Wrecking
3149 Nittany Valley Drive Howard, PA 16841 		Centre County
Walker Township 		Little Fishing Creek (9-C) Y
PA0114073 (Sewage—SFTF) Dominion Transmission—
Tioga Station
576 Palmer Road
Lawrenceville, PA 16929 		Tioga County Farmington Township UNT to Elkhorn Creek (4-A) Y
PA0229172 (Industrial Waste) Duncan Township
Water Treatment Plant
42 Duncan Township Road Wellsboro, PA 16901-9801 		Tioga County
Duncan Township 		UNT to Wilson Creek (9-A) Y
PAS224801 (Storm Water) Patterson Lumber Manufacturing
95 West Street
Galeton, PA 16922 		Potter County
West Branch Township 		West Branch Pine Creek (9-A) Y
PA0113514 (Sewage) Madison Township—
Hilner Project WWTP Intersection Of Hump Road
And Route 44N
Bloomsburg, PA 17815 		Columbia County Madison Township Unnamed Tributary to Mud Creek (10-D) Y
PA0033162 (Sewage) Martha Furnace MHP, LLC.
105 Peppermint Lane
Julian, PA 16844 		Centre County
Huston Township 		UNT to Bald Eagle Creek (9-C) Y

 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 #) EPA Waived Y/N
PA0092487 Sewage Ninos Restaurant
546 Three Mile Hill Road
Mt. Pleasant, PA 15666 		Fayette Co
Bullskin Twp 		UNT to Jacobs Creek 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

 PA0053899, SIC Code 4953, Wheelabrator Falls Inc., 1201 New Ford Mill Road, Morrisville, PA 19067. Facility Name: Wheelabrator Falls Recycling and Energy Recovery Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to 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 stormwater at Outfall 001 are:

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
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Arsenic XXX XXX XXX XXX Report XXX
Total Barium XXX XXX XXX XXX Report XXX
Total Cadmium XXX XXX XXX XXX Report XXX
Total Chromium XXX XXX XXX XXX Report XXX
Total Cyanide XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Dissolved Magnesium XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX XXX Report XXX
Total Selenium XXX XXX XXX XXX Report XXX
Total Silver XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

 The proposed effluent limits for stormwater at Outfall 002 are:

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
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Arsenic XXX XXX XXX XXX Report XXX
Total Barium XXX XXX XXX XXX Report XXX
Total Cadmium XXX XXX XXX XXX Report XXX
Total Chromium XXX XXX XXX XXX Report XXX
Total Cyanide XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Dissolved Magnesium XXX XXX XXX XXX Report XXX
Total Magnesium XXX XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX XXX Report XXX
Total Selenium XXX XXX XXX XXX Report XXX
Total Silver XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

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

 • Remedial Measures

 • Change in Ownership

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is in effect.

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

 PA0070505, SIC Code 2869, Geo Specialty Chemicals Inc., 2409 N Cedar Crest Boulevard, Allentown, PA 18104-9733. Facility Name: Geo Specialty Chemicals (Allentown Plant). This existing facility is located in South Whitehall Township, Lehigh County.

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

 The receiving stream, Jordan Creek, is located in State Water Plan watershed 2-C 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 6.0 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 0.065 XXX 0.152
Color (Pt-Co Units) XXX XXX XXX 100 200 250
Temperature (°F) XXX XXX XXX XXX Report XXX
CBOD5
 May 1 - Oct 31 550 1,100 XXX 11.0 22.0 27.0
 Nov 1 - Apr 30 1,100 2,200 XXX 22.0 44.0 55.0
Total Suspended Solids 1,250 2,500 XXX 25.0 50.0 62.0
Total Dissolved Solids 50,000 100,000 XXX 1,000.0 2,000.0 2500.0
Oil and Grease XXX XXX XXX Report XXX Report
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 130 260 XXX 2.6 5.2 6.5
 Nov 1 - Apr 30 390 780 XXX 7.8 15.0 19.0
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus 350 700 XXX 7.0 14.0 17.0
Sulfate 25,000 50,000 XXX 500.0 1,000.0 1250.0
Formaldehyde XXX XXX XXX 0.050 XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.000000 MGD (stormwater only).

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX 6.0 XXX XXX 9.0
BOD5 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 Iron XXX XXX XXX XXX Report XXX
Formaldehyde XXX XXX XXX XXX 0.050 XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 2.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point XXX XXX 6.0 XXX XXX 9.0
BOD5
 Internal Monitoring Point 540 1,430 XXX 32.0 XXX 86.0
Total Suspended Solids
 Internal Monitoring Point 790 2,570 XXX 48.0 154.0 XXX
Acrylamide
 Internal Monitoring Point XXX XXX XXX 0.00008 0.00008 XXX

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

 • property rights, proper management of residuals, relation to previous WQM Permits, potential ELG modifications, well maintenance, waiver of monitoring for selected chemicals, chlorine minimization, effluent temperature, chemical additives, stormwater conditions, and conditions relating to existing onsite basin system.

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

 The EPA Waiver is not in effect.

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

 PA0261882, SIC Code 4911, Berks Hollow Energy Assoc, LLC, 400 Chesterfield Center, Suite 110, Chesterfield, MO 63017. Facility Name: Berks Hollow Energy Station. This proposed facility is located in Ontelaunee Township, Berks County.

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

 The receiving stream(s), Schuylkill River (Option A) or Maiden Creek (Option B) for industrial wastewater discharges (Outfall 001 below) is located in State Water Plan watershed 3-B and is classified for Warm Water Fishes, Migratory Fishes, aquatic life, water supply and recreation. Willow Creek for stormwater discharges (Outfall 002 below) is located in State Water Plan watershed 3-B and has an existing use of High Quality, Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation; and it is classified as a trout stream. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001, Option A to the Schuylkill River, are based on a design flow of 1.44 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
Total Residual Chlorine XXX XXX XXX 0.2 XXX 0.5
Temperature (°F) XXX XXX XXX Report 110 XXX
Total Suspended Solids Report Report XXX 30 60 75
Total Dissolved Solids Report Report XXX Report Report 2000
Oil and Grease XXX XXX XXX 15 20 30
Ammonia XXX XXX XXX Report Report XXX
Total Chromium Report Report XXX XXX 0.2 XXX
Total Zinc Report Report XXX 0.9 1.0 XXX
PCBs (Dry Weather) (ng/L) XXX XXX XXX XXX Report XXX
PCBs (Wet Weather) (ng/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 001, Option B to the Maiden Creek, are based on a design flow of 1.44 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
Total Residual Chlorine XXX XXX XXX 0.2 XXX 0.5
Temperature (°F)* XXX XXX XXX Report* 110* XXX
Total Suspended Solids Report Report XXX 30 60 75
Total Dissolved Solids ** Report Report XXX 1000 ** 2000 ** 2500 **
Oil and Grease XXX XXX XXX 15 20 30
Ammonia XXX XXX XXX Report Report XXX
Total Chromium Report Report XXX XXX 0.2 XXX
Total Zinc Report Report XXX 0.3 0.5 XXX

 * If Option B applies, monitoring upstream and downstream for Temperature is also required to ascertain that the temperature in the receiving water is not altered by 2oF or more in a one-hour period during a discharge of cooling tower blowdown.

 ** Or as allowed by the Delaware River Basin Commission in their TDS Determination for a Variance Request.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report 30
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

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

 • Chlorine or other approved biocides may not be discharged at outfall 001 from any single generating unit for more than two hours per day nor from more than one unit in any plant unless the utility can demonstrate the need for such.

 • Except within an assigned heat dissipation area, the discharge at outfall 001 shall not increase the ambient temperature of the receiving water by more than 5°F, nor shall such discharge result in the stream temperature exceeding 87°F, nor shall such discharge cause a change in stream temperature of more than 2°F during any one-hour period.

 • Chemical additives used at the facility must be approved by the Department; no chemical additives that include 126 Priority Pollutants except Total Chromium and Total Zinc will be used in the chemicals added for cooling tower blowdown.

 • Discharges to the Schuylkill River are subject to the Schuylkill River Polychlorinated Biphenyl (PCB) Total Maximum Daily Load (TMDL) established in 2007 by the U.S. EPA.

 • For outfall 001, there shall be no discharge of PCB compounds such as those commonly used for transformer fluid at any time.

 • A Preparedness, Prevention and Contingency (PPC) Plan and Best Management Practices (BMPs) are required for the stormwater through outfall 002.

 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.

 PA0035653, Sewage, SIC Code 4173, PA DOT, Bureau Of Design, Harrisburg, PA 17105-3060. Facility Name: PA DOT I70 Site 3 Rest Area. This existing facility is located in Brush Creek Township, Fulton 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 Brush Creek, is located in State Water Plan watershed 11-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0065 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Total
Annual 		Minimum Average
Monthly 		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 0.23 XXX 0.74
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean 		XXX 10,000
Total Nitrogen XXX Report XXX Report
Annl Avg 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 7.0 XXX 14.0
 Nov 1 - Apr 30 XXX XXX XXX 21 XXX 42
Total Phosphorus XXX Report XXX Report
Annl Avg 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0035653, Sewage, SIC Code 4173, PA DOT, Bureau Of Design, Harrisburg, PA 17105-3060. Facility Name: PA DOT I70 Site 3 Rest Area. This existing facility is located in Brush Creek Township, Fulton 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 Brush Creek, is located in State Water Plan watershed 11-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0065 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Total
Annual 		Minimum Average
Monthly 		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 0.23 XXX 0.74
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean 		XXX 10,000
Total Nitrogen XXX Report XXX Report
Annl Avg 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 7.0 XXX 14.0
 Nov 1 - Apr 30 XXX XXX XXX 21 XXX 42
Total Phosphorus XXX Report XXX Report
Annl Avg 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0080446, Sewage, SIC Code 6515, Grosh Thomas, PO Box 223, State Line, PA 17263-0223. Facility Name: Valley View Manor MHP. This existing facility is located in Antrim Township, Franklin 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 Conococheague Creek, is located in State Water Plan watershed 13-C 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 0.01 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Annual
Average 		Daily
Maximum 		Minimum Average
Monthly 		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 XXX XXX XXX 0.5 XXX 1.6
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N Report XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen Report XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen XXX Report
Total Annual 		XXX XXX 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
Total Kjeldahl Nitrogen Report XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus Report XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus XXX Report
Total Annual 		XXX XXX XXX XXX

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

 The EPA Waiver is in effect.

 PA0080055, Sewage, SIC Code 4941, Conewago Ind Park Water & Sewer Co., PO Box 332, Lemoyne, PA 17043. Facility Name: Conewago Ind Park. This existing facility is located in West Donegal Township, Lancaster County.

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

 The receiving stream(s), Conewago Creek, is located in State Water Plan watershed 7-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.15 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 5.0 XXX XXX XXX
Total Residual Chlorine
 (Interim) 		XXX XXX XXX 1.0 XXX 2.0
Total Residual Chlorine
 (Final) 		XXX XXX XXX 0.5 XXX 1.6
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 12 XXX 24
Total Phosphorus Report XXX XXX 2.0 XXX 4.0
Total Phosphorus XXX 913 Total
Annual 		XXX XXX XXX XXX
Total Phosphorus Report
Total Mo 		XXX XXX XXX XXX XXX

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

 The EPA Waiver is not in effect.

 PA0080861, Sewage, SIC Code 4952, Walmar MHC, LLC, 125 Walmar Drive, Dillsburg, PA 17019. Facility Name: Walmar Manor MHC. This existing facility is located in Franklin 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, North Branch Bermudian Creek, is located in State Water Plan watershed 7-F 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 0.0375 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Total
Monthly 		Total
Annual 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report
Avg Mo 		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 0.27 XXX 0.89
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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.5 XXX 7.0
 Nov 1 - Apr 30 XXX XXX XXX 10.5 XXX 21
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report Report XXX 2.0 XXX 4.0

 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.

 PA0086894, Sewage, SIC Code 6515, Country View Mobile Home Park, PO Box 66, East Berlin, PA 17316-0066. Facility Name: Country View Manor Park LLC. This existing facility is located in Washington 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, Unnamed Tributary to Red Run, is located in State Water Plan watershed 7-F 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 0.0125 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 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.18 XXX 0.58
CBOD5
 May 1 - Oct 31 XXX XXX XXX 15 XXX 30
 Nov 1 - Apr 30 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 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 2.0 XXX 4.0
 Nov 1 - Apr 30 XXX XXX XXX 6.0 XXX 12

 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.

 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701

 PA0009024 A-1, SIC Code 3339, Global Tungsten & Powders Corp., Hawes Street, Towanda, PA 18848. Facility Name: Global Tungsten & Powders Corp. This existing facility is located in North Towanda Township, Bradford County.

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

 The receiving stream(s), Susquehanna River, is located in State Water Plan watershed 4-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 long-term average flow of 0.907 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
Total Suspended Solids 288 589 XXX Report Report 99
Total Dissolved Solids 119157
Annl Avg 		135790 XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Ammonia-Nitrogen 1363 3097 XXX Report Report 469
Total Arsenic 5.7 14.3 XXX Report Report 2.5
Total Cobalt 12.5 28.4 XXX Report Report 4.3
Total Copper 5.1 13.4 XXX Report Report 2.2
Fluoride 183 332 XXX Report Report 63
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total Lead 1.1 2.7 XXX Report Report 0.38
Total Molybdenum 228 456 XXX Report Report 79
Total Nickel 16.0 35.9 XXX Report Report 5.5
Total Selenium 2.2 5.5 XXX Report Report 0.8
Total Tantalum 3.4 3.4 XXX Report Report 1.2
Total Tungsten 463 1041 XXX Report Report 161
Total Zinc 4.5 11.4 XXX Report Report 1.9

 The proposed effluent limits for IMP 101 are:

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
Total Suspended Solids Report Report XXX 31.0 60.0 77.5
Oil and Grease Report Report XXX 50.2 205 255
Total Antimony Report Report XXX 4.04 7.46 10.10
Total Arsenic Report Report XXX 0.104 0.162 0.260
Total Cadmium Report Report XXX 0.0962 0.474 0.592
Total Chromium Report Report XXX 3.07 15.5 19.3
Total Cobalt Report Report XXX 0.124 0.192 0.310
Total Copper Report Report XXX 1.06 4.14 5.17
Total Lead Report Report XXX 0.283 1.32 1.65
Total Mercury (µg/L) Report Report XXX 0.739 2.34 5.85
Total Nickel Report Report XXX 1.45 3.95 4.93
Total Silver Report Report XXX 0.0351 0.120 0.150
Total Tin Report Report XXX 0.120 0.409 1.022
Total Titanium Report Report XXX 0.0618 0.0947 0.1545
Total Vanadium Report Report XXX 0.0662 0.218 0.272
Total Zinc Report Report XXX 0.641 2.87 3.58

 The proposed effluent limits for Outfall 002 are:

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
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Ammonia-Nitrogen XXX Report XXX XXX Report XXX
Total Copper XXX Report XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total Molybdenum XXX Report XXX XXX Report XXX
Total Nickel XXX Report XXX XXX Report XXX
Total Zinc XXX Report XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are:

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
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Ammonia-Nitrogen XXX Report XXX XXX Report XXX
Total Copper XXX Report XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total Molybdenum XXX Report XXX XXX Report XXX
Total Nickel XXX Report XXX XXX Report XXX
Total Zinc XXX Report XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are:

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
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Ammonia-Nitrogen XXX Report XXX XXX Report XXX
Total Copper XXX Report XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Total Molybdenum XXX Report XXX XXX Report XXX
Total Nickel XXX Report XXX XXX Report XXX
Total Zinc XXX Report 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 Report
Kjeldahl—N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen Report 600515
Net Total Phosphorus Report 1577

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.

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

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 003.

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

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 004.

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

 • 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 Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 The EPA Waiver is not in effect.

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. 3199402, Amendment 13-1, Sewerage, Mount Union Municipal Authority, PO Box 90, 9 West Market Street, Mount Union, PA 17066.

 This proposed facility is located in Mount Union Borough, Huntingdon County.

 Description of Proposed Action/Activity: Seeking permit approval for the addition of chemical storage and feed system to remove phosphorus.

 WQM Permit No. 0613201, Sewerage, Brian B. Weidenhammer, 44 Penn Bern Road, Bernville, PA 19506-8248.

 This proposed facility is located in Bern Township, Berks County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction / operation for a maximum effluent loading of 4,400 gallons per day with 11 equivalent dwelling units for seven cottages encompassing 10 rental units and 1 single-family dwelling with a proposed plan to discharge remediated effluent into Plum Creek.

 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701

 WQM Permit No. 01601301, Sewerage, Max Showver, PO Box 144, Tavares, FL. This proposed facility is located in Union Township, Union County.

 Description of Proposed Action/Activity: New SRSTP with stream discharge to replace existing holding tank.

 WQM Permit No. 4909405-A1, Sewerage, Milton Regional Sewer Authority, P. O. Box 433, Milton, PA.

 This proposed facility is located in West Chillisquaque Township, Northumberland County.

 Description of Proposed Action/Activity: Wastewater to Energy wastewater treatment facilities upgrade project.

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

 WQM Permit No. 3013400, Sewerage, Cumberland Resources, LP, 855 Kirby Rd., Waynesburg, PA 15370

 This proposed facility is located in Center Twp., Greene Co.

 Description of Proposed Action/Activity: Application for the construction and operation of a treatment facility.

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

 WQM Permit No. 2506409, Sewerage, Transfer No. 1, Joanne K. & Timothy R. Krahe, 7012 Bargain Road, Erie, PA 16509.

 This existing facility is located in McKean Township, Erie County.

 Description of Proposed Action/Activity: Transfer of single residence sewage treatment plant permit.

 WQM Permit No. 4308401, Sewerage, Amendment, State Correctional Institution at Mercer, 801 Butler Pike, Mercer, PA 16137.

 This existing facility is located in Findley Township, Mercer County.

 Description of Proposed Action/Activity: Amendment to utilize the existing 60,000 GPD WWTP on a permanent basis along with the 250,000 GPD SBR WWTP

IV. NPDES Applications for Stormwater Discharges from MS4

 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use 		DEP Protocol (Y/N)
PAI134807 The Pennsylvania
State University,
101P Physical Plant Building,
University Park, PA 16802. 		Centre State College
Borough, College, Ferguson, and
Patton Townships 		Unnamed Tributary of Slab Cabin Run, Slab Cabin Run and Unnamed Tributary to Spring Creek N
V. Applications for NPDES Waiver Stormwater Discharges from MS4
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

 Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

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

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024513001 Kalahari Resorts, LLC
1305 Kalahari Dr.
P. O. Box 590
Wisconsin Dells, WI 53965
 
and
 
Pocono Manor Investors, PT-L1 P. O. Box 38
The Inn at Pocono Manor Pocono Manor, PA 18349 		Monroe Tobyhanna Twp.
and Pocono Twp. 		Swiftwater Creek, EV; UNT to Swiftwater Creek, EV;
Indian Run, EV;
UNT to Indian Run, EV

 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
PAI023912013(1) PPL Electric Utilities
Clive Bagnall
2 N. 9th St., GENN-3 Allentown, PA 18101 		Lehigh Upper Macungie Twp. Breinig Run,
HQ-CWF, MF,
EV wetlands
PAI023912032 Jaindl Land Company
David Jaindl
3150 Coffeetown Rd.
Orefield, Pa 18069 		Lehigh Lower Macungie Twp. Little Lehigh Creek, HQ-CWF, MF

 Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, 717.705.4802

Permit # Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI034413002J.J. Powell
109 W. Presqueisle St.
Philipsburg, PA 16866		MifflinGranville TownshipExisting Drainage Channels Tributary to Juniata River
(CWF, HQ)
PAI030013001 Allied Fiber, LLC
845 Third Ave, 8th Floor
New York, NY 10022-6601 		Berks Fleetwood Borough Willow Creek
(CWF, MF)
Berks Heidelberg Township UNT to Tulpehocken Creek (TSF, MF)
Berks Longswamp Township Little Lehigh Creek (HQ-CWF, MF) UNT-Little Lehigh Creek (HQ-CWF, MF) UNT-Toad Creek (HQ-CWF, MF)
Berks Maidencreek Township UNT-Willow Creek (CWF, MF)
Berks Maxatawny Township Sacony Creek
(CWF, MF)
UNT-Sacony Creek (CWF, MF)
Berks Muhlenberg Township Bernhart Creek
(WWF, MF)
Laurel Run
(WWF, MF)
Berks Ontelaunee Township UNT-Willow Creek (CWF, MF)
Berks Reading City Bernhart Creek
(WWF, MF)
Schuylkill River
(WWF, MF)
Berks Richmond Township UNT-Moselem Creek (CWF, MF)
UNT-Willow Creek (CWF, MF)
Berks Robesonia Borough Furnace Creek
(CWF, MF)
Berks South Heidelberg Township Hospital Creek
(TSF, MF)
Little Cacoosing Creek (TSF, MF)
Manor Creek
(TSF, MF)
Spring Creek
(CWF, MF)
UNT to Cacoosing Creek (CWF, MF)
UNT to Manor Creek (TSF, MF)
Berks Spring Township Cacoosing Creek
(CWF, MF)
Berks Topton Borough Toad Creek
(HQ-CWF, MF)
Berks Wyomissing Borough Wyomissing Creek (HQ-CWF, MF)
Cumberland New Cumberland Borough Susquehanna River (WWF, MF)
Dauphin Derry Township Spring Creek
(WWF, MF)
UNT to Spring Creek (WWF, MF)
UNT to Swatara Creek (WWF, MF)
Dauphin Harrisburg City Paxton Creek
(WWF, MF) Susquehanna River (WWF, MF)
Dauphin Hummelstown Borough Swatara Creek
(WWF, MF)
Dauphin South Hanover Township Beaver Creek
(WWF, MF)
Swatara Creek
(WWF, MF)
Dauphin Swatara Township Spring Creek
(CWF, MF)
UNT to Beaver Creek (WWF, MF)
UNT to Spring Creek (CWF, MF)
Lebanon Annville Township UNT to Quittapahilla Creek (TSF, MF)
Lebanon Jackson Township UNT to Tulpehocken Creek
Lebanon Lebanon City Brandywine Creek
(TSF, MF) UNT to Brandywine Creek
(TSF, MF) UNT to Quittapahilla Creek (TSF, MF)
Lebanon Millcreek Township Mill Creek (TSF, MF)
Lebanon North Annville Township Killinger Creek
(TSF, MF) Quittapahilla Creek (TSF, MF)
Lebanon North Londonderry Township Killinger Creek
(TSF, MF)
Lehigh Alburtis Borough Swabia Creek
(HQ-CWF, MF)
Lehigh Allentown City Lehigh Canal
(WWF, MF)
Lehigh River
(WWF, MF)
Little Lehigh Creek (HQ-CWF, MF)
Trout Creek
(HQ-CWF, MF)
Lehigh Emmaus Borough Leibert Creek
(HQ-CWF, MF) UNT-Little Lehigh Creek (HQ-CWF, MF)
Lehigh Lower Macungie Township Swabia Creek
(HQ-CWF, MF) UNT-Little Lehigh Creek
(HQ-CWF, MF) UNT-Swabia Creek (HQ-CWF, MF)
Lehigh Macungie Borough Mountain Creek (HQ-CWF, MF)
Swabia Creek
(HQ- CWF, MF)
Lehigh Upper Milford Township UNT-Little Lehigh Creek (HQ-CWF, MF)
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs

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