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PA Bulletin, Doc. No. 17-1346

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[47 Pa.B. 4716]
[Saturday, August 12, 2017]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

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

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

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

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

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

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


I. NPDES Renewal Applications

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

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0097713
(Sewage)
Gilmary Center STP
601 Flaugherty Run Road
Coraopolis, PA 15108-3848
Allegheny County
Findlay Township
Unnamed Tributary to Flaugherty Run
(20-G)
Yes
PA0090557
(Sewage)
Beaver Valley Nursing & Rehab Center STP
257 Georgetown Road
Beaver Falls, PA 15010-9740
Beaver County
South Beaver Township
Unnamed Tributary of North Fork Little Beaver Creek
(20-B)
Yes
PA0219045
(Sewage)
Apollo Ridge School District STP
PO Box 219
Spring Church, PA 15686-0219
Armstrong County
Kiskiminetas Township
Unnamed Tributary to Wolford Run
(18-B)
Yes
PA0031470
(Sewage)
Penns Manor Area School District
6003 Route 553 Highway
Clymer, PA 15728-8318
Indiana County
Cherry Hill Township
Rose Run
(18-D)
Yes
PA0094536
(Sewage)
Forest Hills
Middle School STP
549 Locust Street
Sidman, PA 15955
Cambria County
Croyle Township
Unnamed Tributary of South Fork Little Conemaugh River
(18-E)
Yes
PA0046019
(Industrial)
Flying J Travel Plaza No. 620
5508 Lonas Drive
Knoxville, TN 37909-3221
Westmoreland County
South Huntingdon Township
Unnamed tributary to Youghiogheny River
(19-D)
Yes

 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0004219
(Industrial)
Langeloth Metallurgical
Co. LLC
10 Langeloth Plant Dr.
PO Box 608
Langeloth, PA 15054
Washington County
Smith Township
Unnamed Tributary of Burgett's Fork
(20-D)
Yes
PA0097713
(Sewage)
Gilmary Center STP
601 Flaugherty Run Road
Coraopolis, PA 15108-3848
Allegheny County
Findlay Township
Unnamed Tributary to Flaugherty Run
(20-G)
Yes
PA0090557
(Sewage)
Beaver Valley Nursing &
Rehab Center STP
257 Georgetown Road
Beaver Falls, PA 15010-9740
Beaver County
South Beaver Township
Unnamed Tributary of North Fork Little Beaver Creek
(20-B)
Yes
PA0219045
(Sewage)
Apollo Ridge School
District STP
PO Box 219
Spring Church, PA 15686-0219
Armstrong County
Kiskiminetas Township
Unnamed Tributary to Wolford Run
(18-B)
Yes
PA0031470
(Sewage)
Penns Manor Area School District
6003 Route 553 Highway
Clymer, PA 15728-8318
Indiana County
Cherry Hill Township
Rose Run
(18-D)
Yes
PA0094536
(Sewage)
Forest Hills
Middle School STP
549 Locust Street
Sidman, PA 15955
Cambria County
Croyle Township
Unnamed Tributary of South Fork Little Conemaugh River
(18-E)
Yes
PA0046019
(Industrial)
Flying J Travel Plaza No. 620
5508 Lonas Drive
Knoxville, TN 37909-3221
Westmoreland County
South Huntingdon Township
Unnamed tributary to Youghiogheny River
(19-D)
Yes

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N?
PA0046337
(Sewage)
Colonial Village Subdivision
9231 Edinboro Road
PO Box 88
McKean, PA 16426
Erie County
McKean Township
Unnamed Tributary to the Walnut Creek
(15-A)
Yes
PA0221961
(Sewage)
Timberlee Valley STP
800 S Washington Street
Evans City, PA 16033-9208
Butler County
Connoquenessing Township
Crab Run
(20-C)
Yes
PA0091189
(Sewage)
Slippery Rock Campground
1150 West Park Road
Slippery Rock, PA 16057
Butler County
Worth Township
Slippery Rock Creek
(20-C)
Yes

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

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

PA0041378, Industrial, SIC Code 3316, Prime Metals & Alloys Inc., 101 Innovation Drive, Homer City, PA 15748-7433. Facility Name: Prime Metals & Alloys Inc. This existing facility is located in Center Township, Indiana County.

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

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

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.005 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) 0.005 Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./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 XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Internal Monitoring Point 201 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.013 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Temperature (°F) XXX XXX XXX XXX 110 XXX
Aluminum, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.75 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.5 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Internal Monitoring Points 102, 202, and 302 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 402 are based on a design flow of less than 0.00144 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0

 The proposed effluent limits for Outfall 002 are for storm water discharges and miscellaneous wastewaters.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 2.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.031 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Total Residual Chlorine (TRC)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.342 0.800 XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Temperature (°F)
 (Interim) XXX XXX XXX XXX 110 XXX
 (Final)
 Jan 1 - 31 XXX XXX XXX XXX 49.2 XXX
 Feb 1 - 28 XXX XXX XXX XXX 45.2 XXX
 Mar 1 - 31 XXX XXX XXX XXX 46.5 XXX
 Apr 1 - 15 XXX XXX XXX XXX 54.2 XXX
 Apr 16 - 30 XXX XXX XXX XXX 60.3 XXX
 May 1 - 15 XXX XXX XXX XXX 61.8 XXX
 May 16 - 31 XXX XXX XXX XXX 66.5 XXX
 Jun 1 - 15 XXX XXX XXX XXX 68.0 XXX
 Jun 16 - 30 XXX XXX XXX XXX 69.4 XXX
 Jul 1 - 31 XXX XXX XXX XXX 71.5 XXX
 Aug 1 - 15 XXX XXX XXX XXX 71.0 XXX
 Aug 16 - 31 XXX XXX XXX XXX 71.7 XXX
 Sep 1 - 15 XXX XXX XXX XXX 69.8 XXX
 Sep 16 - 30 XXX XXX XXX XXX 63.6 XXX
 Oct 1 - 15 XXX XXX XXX XXX 59.1 XXX
 Oct 16 - 31 XXX XXX XXX XXX 53.0 XXX
 Nov 1 - 15 XXX XXX XXX XXX 47.5 XXX
 Nov 16 - 30 XXX XXX XXX XXX 45.1 XXX
 Dec 1 - 31 XXX XXX XXX XXX 41.9 XXX

 The proposed effluent limits for Outfalls 010 and 011 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 2.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 012, 013, and 014 are for groundwater and storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 2.0 XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions: a schedule of compliance for TMDL effluent limits, schedules of compliance for water quality-based temperature limits and TRC limits at Outfall 003, chemical additive requirements, and requirements applicable to storm water outfalls.

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

 The EPA Waiver is not effect.


 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

PAS232210, Storm Water, SIC Code 3085, Consolidated Container Co. LP, 3101 Tower Creek Parkway Se, Atlanta, GA 30339. Facility Name: Consolidated Container Co. Allentown. This existing facility is located in Upper Macungie Township, Lehigh County.

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

 The receiving stream(s), Iron Run, is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report
Daily Max
XXX
Total Suspended Solids XXX XXX XXX XXX XXX 100.0
Zinc, Total XXX XXX XXX XXX Report
Daily Max
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.


 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.3636.

PA0008591, Industrial, SIC Code 2631, NGC Industries, LLC, PO Box 210, West Milton, PA 17886-0210. Facility Name: NGC Industries, LLC. This existing facility is located in White Deer Township, Union County.

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

 The receiving stream(s), West Branch Susquehanna River and Unnamed Tributary to West Branch Susquehanna River, are located in State Water Plan watershed 10-C and is classified for Warm Water Fishes, Migratory Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.231 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Biochemical Oxygen Demand
 (BOD5)
190 285 XXX 100.0 150.0 200
Total Suspended Solids 190 285 XXX 100.0 150.0 200
Total Dissolved Solids XXX Report XXX XXX Report XXX
Sulfate, Total XXX Report XXX XXX Report XXX
Chloride XXX Report XXX XXX Report XXX
Bromide XXX Report XXX XXX Report XXX

 The proposed monitoring requirements for Outfall 002 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX

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

Mass Units (lbs) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant.
Maximum
Ammonia—N Report Report XXX Report XXX XXX
Kjeldahl—N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen Report 2.758 XXX XXX XXX XXX
Net Total Phosphorus Report 132 XXX XXX XXX XXX

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

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

 The EPA Waiver is not in effect.


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

PA0041378, Industrial, SIC Code 3316, Prime Metals & Alloys Inc., 101 Innovation Drive, Homer City, PA 15748-7433. Facility Name: Prime Metals & Alloys Inc. This existing facility is located in Center Township, Indiana County.

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

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

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.005 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) 0.005 Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./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 XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Internal Monitoring Point 201 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.013 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Temperature (°F) XXX XXX XXX XXX 110 XXX
Aluminum, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.75 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.5 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.0 2.0 XXX

 The proposed effluent limits for Internal Monitoring Points 102, 202, and 302 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 402 are based on a design flow of less than 0.00144 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0

 The proposed effluent limits for Outfall 002 are for storm water discharges and miscellaneous wastewaters.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 2.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.031 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Total Residual Chlorine (TRC)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.342 0.800 XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Temperature (°F)
 (Interim) XXX XXX XXX XXX 110 XXX
 (Final)
 Jan 1 - 31 XXX XXX XXX XXX 49.2 XXX
 Feb 1 - 28 XXX XXX XXX XXX 45.2 XXX
 Mar 1 - 31 XXX XXX XXX XXX 46.5 XXX
 Apr 1 - 15 XXX XXX XXX XXX 54.2 XXX
 Apr 16 - 30 XXX XXX XXX XXX 60.3 XXX
 May 1 - 15 XXX XXX XXX XXX 61.8 XXX
 May 16 - 31 XXX XXX XXX XXX 66.5 XXX
 Jun 1 - 15 XXX XXX XXX XXX 68.0 XXX
 Jun 16 - 30 XXX XXX XXX XXX 69.4 XXX
 Jul 1 - 31 XXX XXX XXX XXX 71.5 XXX
 Aug 1 - 15 XXX XXX XXX XXX 71.0 XXX
 Aug 16 - 31 XXX XXX XXX XXX 71.7 XXX
 Sep 1 - 15 XXX XXX XXX XXX 69.8 XXX
 Sep 16 - 30 XXX XXX XXX XXX 63.6 XXX
 Oct 1 - 15 XXX XXX XXX XXX 59.1 XXX
 Oct 16 - 31 XXX XXX XXX XXX 53.0 XXX
 Nov 1 - 15 XXX XXX XXX XXX 47.5 XXX
 Nov 16 - 30 XXX XXX XXX XXX 45.1 XXX
 Dec 1 - 31 XXX XXX XXX XXX 41.9 XXX

 The proposed effluent limits for Outfalls 010 and 011 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 2.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 012, 013, and 014 are for groundwater and storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 0.75 XXX
Iron, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 3.0 XXX
Manganese, Total
 (Interim) XXX XXX XXX XXX Report XXX
 (Final) XXX XXX XXX XXX 2.0 XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions: a schedule of compliance for TMDL effluent limits, schedules of compliance for water quality-based temperature limits and TRC limits at Outfall 003, chemical additive requirements, and requirements applicable to storm water outfalls.

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

 The EPA Waiver is not effect.


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

PA0265152, Sewage, SIC Code 5399, New Castle Dpp LLC, 9010 Overlook Boulevard, Brentwood, TN 37027-5242. Facility Name: Dollar Gen Store Slippery Rock Township. This proposed facility is located in Slippery Rock Township, Lawrence County.

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

 The receiving stream(s), Skunk Run, is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Biochemical Oxygen Demand
 (BOD5)
XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200  
Geo Mean
XXX 1,000

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

 The EPA Waiver is in effect.

PA0093378, Sewage, SIC Code 3264, 4952, Assoc Ceramics & Tech Inc., 400 N Pike Road, Sarver, PA 16055-8634. Facility Name: Assoc Ceramics & Tech. This existing facility is located in Winfield Township, Butler County.

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

 The receiving stream(s), Unnamed Tributary to Sarver Run, is located in State Water Plan watershed 18-F and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 6.3 XXX 12.5
 May 1 - Oct 31 XXX XXX XXX 2.1 XXX 4.2
Total Nitrogen XXX XXX XXX Report
Avg Qrtly
XXX XXX
Total Phosphorus XXX XXX XXX Report
Avg Qrtly
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Total Residual Chlorine (TRC) XXX XXX XXX 1.4 XXX 3.3

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
ParametersAverage
Monthly
Average
Weekly
Minimum
Average
Monthly
MaximumInstant.
Maximum
Total Residual Chlorine (TRC) XXX XXX XXX 0.05 XXX 0.15

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

 • Solids Management

 • TRC Optimization

 • TRC Compliance Schedule

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

 The EPA Waiver is in effect.


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

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

WQM Permit No. 4617404, Sewage, Telford Borough Authority, 122 Penn Avenue, Telford, PA 18969.

 This proposed facility is located in Telford Borough, Montgomery County.

 Description of Action/Activity: Replace aging belt press with new centrifuge.

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

WQM Permit No. 2517407, Sewage, William E Roberts Jr, 6300 Franklin Road, Fairview, PA 16415.

 This proposed facility is located in Fairview Township, Erie County.

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

WQM Permit No. 4217403, Sewage, Velma Chizewick, 20 North Branch Road, Eldred, PA 16731-3902.

 This proposed facility is located in Eldred Township, McKean County.

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


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

Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAD090009 MLH 2150 Roebling, LLC
308 Lancaster Avenue
Suite 300
Wynnewood, PA 19096-2145
Bucks Falls Township Unnamed Tributary to Delaware River
WWF-MF
PAD150028 T. Richard Moser Land Developers LP
1171 Lancaster Avenue
Suite 201
Berwyn, PA 19312
Chester Upper Uwchlan and Wallace Townships Marsh Creek Lake/East Branch Brandywine Creek
HQ-TSF
PAD510015 Dwell at Second Street, LLC
1735 Market Street
Suite 4010
Philadelphia, PA 19103
Philadelphia City of Philadelphia Delaware River
WWF-MF

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
PAD390034 Tim Schadler
Seipsville Village, LLC
1793 Folk Road
Fogelsville, PA 18051
Lehigh Weisenberg Township Hassen Creek
(HQ-CWF, MF)
EV Wetlands

Luzerne Conservation District, 325 Smiths Pond Road, Shavertown, PA 18708.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAD400007 Landview Properties, LLC
James Comes
277 Locust St.
Suite A
Dover, NH 03820
Luzerne Dallas Township Toby Creek
(CWF)
Bowmans Creek
(HQ-CWF)
PAD400004 PPL Electric Utilities Corp.
Colleen Kester
Two North Ninth Street
Allentown, PA 18101
Luzerne Conyngham,
Bear Creek, Plains, Wilkes-Barre, Hanover, Fairview, Rice and Slocum Townships Laurel Run and Nuangola Boroughs
Little Wapwallopen Creek
(CWF, MF)
Mill Creek
(CWF, MF)
Pond Creek
(CWF, MF)
Nanticoke Creek
(CWF, MF)
Sugar Notch Run
(CWF, MF)
Big Wapwallopen Creek
(CWF, MF)
Pine Creek
(CWF, MF)
Deep Hollow
(CWF, MF)
Laurel Run
(CWF, MF)
Gardner Creek
(CWF, MF)
Susquehanna River
(WWF, MF)
Solomon 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
PAD450036 Mount Airy # 1, L.L.C.
312 Woodland Road
Mt. Pocono, PA 18344-9703
Monroe Paradise Township Forest Hills 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
PAD310004 Springbrook Farms, LLC
13233 Greenwood Road
Huntingdon, PA 16652
Huntingdon County Jackson Township UNT Standing Stone Creek
(HQ-CWF, MF)

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

Permit No. Applicant & Address County Municipality Stream Name
PAD110002 Mid-Atlantic Interstate Transmission, LLC
800 Cabin Hill Drive
Greensburg, PA 15601
Cambria County Gallitzin Township UNT to Clearfield Creek (CWF); UNT to Bradley Run (CWF); Bradley Run (CWF); UNT to Clearfield Creek (WWF); Clearfield Creek (WWF);
PAD260001 Jeremy Critchfield
1078 Nemacolin Drive
Chalkhill, PA 15421
Fayette Township Wharton Township UNT to Braddock Run (HQ-CWF)

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

PAG-12 CAFOs

CAFO Notices of Intent Received

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

NPDES Permit No. PAG123859, CAFO, Deppen Colton W, 847 Imes Road, Mccoysville, PA 17058.

 This proposed facility is located in Spruce Hill Township, Juniata County.

 Description of size and scope of proposed operation/activity: Swine (Grow—Finish): 672.66 AEUs.

 The receiving stream, Unnamed Tributary to Tuscarora Creek, is in watershed and classified for: Cold Water Fishes and Migratory Fishes.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

NPDES Permit No. PAG123860, CAFO, Zugstead Farm Inc., 558 Freed Road, Mifflintown, PA 17059-7772.

 This proposed facility is located in Delaware Township, Juniata County.

 Description of size and scope of proposed operation/activity: Dairy (Cows, Heifers, Calves): 1,267.1 AEUs.

 The receiving stream, Unnamed Tributary to Doe Run, is in watershed and classified for: Migratory Fishes and Trout Stocking.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

NPDES Permit No. PA0247685, CAFO, Rohrer Dairy Farm LLC, 124 Charleston Road, Washington, PA 17582.

 This existing facility is located in Manor Township, Lancaster County.

 Description of size and scope of existing operation/activity: Dairy (Cows, Heifers, Calves): 2,412.80 AEUs.

 The receiving stream, Unnamed Tributary to Stamans Run, is in watershed 7-G and classified for: Migratory Fishes and Warm Water Fishes.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

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

NPDES Permit No. PAG124861, CAFO, R & F Family Farms, 473 Irish Valley Road, Paxinos, PA 17860-7018.

 This proposed facility is located in Shamokin Township, Northumberland County.

 Description of size and scope of proposed operation/activity: Application for a general NPDES permit for a new finishing swine operation with one existing barn and two proposed barns with concrete under-barn manure storage. The facility will be comprised of approximately 11,790 swine (Grow—Finish). There will be a total of 1,752.35 AEUs.

 The receiving stream, Little Shamokin Creek, is in watershed 6-B and classified for: Cold Water Fishes and Migratory Fishes.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 100-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.


MS4 PAG-13 Notices of Intent Received

Northwest Regional Office: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481. Phone: 814.332.6942.

NPDES
Permit No.
Applicant Name &
Address
Municipality, County Waiver Application Submitted (Y/N) Pollutant Reduction Plan Submitted (Y/N)
PAG138334 Saxonburg Borough
Butler County
420 West Main Street
Saxonburg, PA 16056-9517
Saxonburg Borough, Butler County Y N

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