Pennsylvania Code & Bulletin
COMMONWEALTH OF PENNSYLVANIA

• No statutes or acts will be found at this website.

The Pennsylvania Bulletin website includes the following: Rulemakings by State agencies; Proposed Rulemakings by State agencies; State agency notices; the Governor’s Proclamations and Executive Orders; Actions by the General Assembly; and Statewide and local court rules.

PA Bulletin, Doc. No. 14-594

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[44 Pa.B. 1774]
[Saturday, March 22, 2014]

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?
PA0063754
(Industrial Waste)
Huntsville Water Purification Plant
56 Reservoir Road
Dallas Twp, PA 18612
Luzerne County
Dallas Township
Huntsville Reservoir
(05B)
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?
PA0021644—
SEW
Dover Borough
46 Butter Road
Dover, PA 17315
Dover Borough /
York County
Fox Run / 7F Y
PA0010511—
IW
Spring Glen Fresh Foods, Inc.
314 Spring Glen Drive
Ephrata, PA 17522
Ephrata Township /
Lancaster County
Bowman Run / 7J Y
PA0034011—
Sew
Bedford Materials Company
7676 Allegheny Road
Manns Choice, PA 15550
Napier Township /
Bedford County
Raystown Branch Juniata River / 11-C 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?
PA0022195
(Sewage)
Catawissa Borough Wastewater Treatment Plant
PO Box 44
Catawissa, PA 17820-0044
Columbia County
Catawissa Borough
Catawissa Creek
(5-E)
Y
PA0112305
(Sewage)
Wyalusing Municipal Authority Wastewater Treatment Plant
River Street
Wyalusing, PA 18853-0061
Bradford County
Wyalusing Borough
Susquehanna River
(4-D)
N
PA0229181
(SFTF)
Penn's Tavern
Pa Route 147
Sunbury, PA 17801
Northumberland County
Lower Augusta Township
Susquehanna River
(6-B)
Y

 Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745
NPDES No.
(Type)
Facility Name &
Address
County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PA0092533
(Sewage)
Iselin STP
Iselin, PA 15761
Indiana County
Young Township
Harpers Run
(18-C)
Y
PA0205061
(Sewage)
Raccoon Elementary School STP
3949 Patterson Road
Aliquippa, PA 15001-1044
Beaver County
Raccoon Township
Unnamed Tributary to Gums Run
(20-D)
Y
PA0204960
(Sewage)
Big Jims Roadhouse STP
10 Cecil Henderson Road
Hendersonville, PA 15339
Washington County
Cecil Township
Unnamed Tributary of McPherson Creek
(20-F)
Y
PA0023892
(Sewage)
Bessemer Run STP
LR 26079
Masontown, PA 15467-1841
Fayette County
Masontown Borough
Cats Run
(19-G)
Y

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, Telephone: 412.442.4000.

PA0254584, Industrial Waste, SIC Code 3339 & 4911, Horsehead Corporation, 300 Frankfort Road, Monaca, PA 15061-2210. Facility Name: Horsehead Corporation Landfill. This proposed facility is located in Potter Township, Beaver County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of treated residual waste landfill leachate and storm water runoff.

 The receiving stream(s), Raccoon Creek, is located in State Water Plan watershed 20-D 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 006 are based on a design flow of 0.216 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 0.5 1.0 XXX
Total Suspended Solids XXX XXX XXX 30 100 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Total Aluminum XXX XXX XXX 3.8 7.0 XXX
Total Antimony
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.08 0.12 XXX
Total Barium XXX XXX XXX Report Report XXX
Total Cadmium XXX XXX XXX Report Report XXX
Total Chromium XXX XXX XXX Report Report XXX
Total Copper XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX 5.0 12.0 XXX
Total Lead XXX XXX XXX Report Report XXX
Total Manganese XXX XXX XXX 0.14 0.22 XXX
Total Mercury XXX XXX XXX Report Report XXX
Total Selenium XXX XXX XXX 0.011 0.022 XXX
Dissolved Selenium XXX XXX XXX Report Report XXX
Sulfate XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.003 0.005 XXX
Total Zinc XXX XXX XXX 0.6 1.0 XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

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

 • A Toxics Reduction Evaluation for antimony and thallium; chemical additives requirements; quarterly untreated landfill leachate monitoring

 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 in effect.

PA0002208, Industrial Waste, SIC Code 3339, Horsehead Corporation, 300 Frankfort Road, Monaca, PA 15061-2210. Facility Name: Horsehead Corp Monaca Smelter. This existing facility is located in Potter Township, Beaver County.

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

 The receiving stream(s), the Ohio River and Poorhouse Run, are located in State Water Plan watershed 20-B and 20-G and are 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 6.1 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 Cadmium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.027 0.042 0.068
Total Copper XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.024 0.038 0.060
Total Zinc XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 1.1 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.)
 (Interim) XXX XXX 6.0 XXX XXX 10.0
 (Final) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids 72 108 XXX 10 15 19
Total Dissolved Solids
 (Final) XXX XXX XXX Report Report XXX
Total Aluminum Report Report XXX Report Report XXX
Total Arsenic 4.1 10.0 XXX 0.57 1.39 1.7
Total Barium Report Report XXX Report Report XXX
Total Cadmium 0.57 1.4 XXX 0.08 0.2 0.3
Total Chromium Report Report XXX Report Report XXX
Total Copper 4.4 9.2 XXX 0.61 1.28 1.6
Fluoride XXX XXX XXX Report Report XXX
Total Iron Report Report XXX Report Report XXX
Total Lead 0.65 0.72 XXX 0.09 0.10 0.13
Total Manganese Report Report XXX Report Report XXX
Total Mercury Report Report XXX Report Report XXX
Total Selenium Report Report XXX Report Report XXX
Sulfate (Final) XXX XXX XXX Report Report XXX
Total Thallium
 (Interim) Report Report XXX Report Report XXX
 (Final) 1.0 1.5 XXX 0.13 0.21 0.33
Total Zinc 3.0 7.3 XXX 0.42 1.02 1.3
Chloride (Final) XXX XXX XXX Report Report XXX
Bromide (Final) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 5.0 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
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.0
Heat Rejection Rate (MBTUs/day)
 Jan 1 - Jun 30 XXX 9,790 XXX XXX XXX XXX
 Jul 1 - Dec 31 XXX 5,840 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.20 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 0.5 XXX 1.6
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 Apr 1 - Oct 31 XXX XXX XXX 200   
Geo Mean
XXX 400
 Nov 1 - Mar 31 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
Ammonia-Nitrogen XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 003 are based on a design flow of 90 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 XXX XXX 0.2
Heat Rejection Rate (MBTUs/day)
 Jan 1 - Jun 30 XXX 119,000 XXX XXX XXX XXX
 Jul 1 - Dec 31 XXX 71,200 XXX XXX XXX XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Total Aluminum XXX XXX XXX Report Report XXX
Hexavalent Chromium XXX XXX XXX Report Report XXX
Total Cobalt XXX XXX XXX Report Report XXX
Sulfate XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.50 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
 (Interim) XXX XXX XXX 30 100 XXX
 (Final) XXX XXX XXX 10 15 19
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Total Aluminum XXX XXX XXX Report Report XXX
Total Arsenic
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.57 1.39 1.7
Total Cadmium
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.08 0.2 0.3
Total Chromium XXX XXX XXX Report Report XXX
Total Copper
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.61 1.28 1.6
Fluoride XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Total Lead
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.09 0.10 0.13
Total Thallium XXX XXX XXX Report Report XXX
Total Zinc
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.42 1.02 1.3

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.014 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 XXX XXX XXX 30 XXX 100
Total Cadmium XXX XXX XXX 0.2 XXX 0.5
Hexavalent Chromium XXX XXX XXX 0.2 XXX 0.5
Total Lead XXX XXX XXX 0.2 XXX 0.5
Total Selenium XXX XXX XXX 0.2 XXX 0.5

 The proposed effluent limits for Outfall 007 are based on a variable design flow.

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 XXX XXX XXX Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX Report
Total Aluminum XXX XXX XXX Report XXX Report
Total Arsenic XXX XXX XXX Report XXX Report
Total Barium XXX XXX XXX Report XXX Report
Total Cadmium XXX XXX XXX Report XXX Report
Total Chromium XXX XXX XXX Report XXX Report
Total Copper XXX XXX XXX Report XXX Report
Fluoride XXX XXX XXX Report XXX Report
Total Iron XXX XXX XXX Report XXX Report
Total Lead XXX XXX XXX Report XXX Report
Total Manganese XXX XXX XXX Report XXX Report
Total Mercury XXX XXX XXX Report XXX Report
Total Zinc XXX XXX XXX Report XXX 3.34

 The proposed effluent limits for Outfall 008 are based on a variable design flow.

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 XXX XXX XXX Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX Report
Total Aluminum XXX XXX XXX Report XXX Report
Total Arsenic XXX XXX XXX Report XXX Report
Total Barium XXX XXX XXX Report XXX Report
Total Cadmium XXX XXX XXX Report XXX Report
Total Chromium XXX XXX XXX Report XXX Report
Total Copper XXX XXX XXX Report XXX Report
Fluoride XXX XXX XXX Report XXX Report
Total Iron XXX XXX XXX Report XXX Report
Total Lead XXX XXX XXX Report XXX Report
Total Manganese XXX XXX XXX Report XXX Report
Total Mercury XXX XXX XXX Report XXX Report
Total Zinc XXX XXX XXX Report XXX 3.34

 The proposed effluent limits for Outfall 009 are based on a variable design flow.

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 XXX XXX XXX Report XXX Report
Total Aluminum XXX XXX XXX Report XXX Report
Total Arsenic XXX XXX XXX Report XXX Report
Total Barium XXX XXX XXX Report XXX Report
Total Cadmium XXX XXX XXX Report XXX Report
Total Chromium XXX XXX XXX Report XXX Report
Total Copper XXX XXX XXX Report XXX Report
Fluoride XXX XXX XXX Report XXX Report
Total Iron XXX XXX XXX Report XXX Report
Total Lead XXX XXX XXX Report XXX Report
Total Manganese XXX XXX XXX Report XXX Report
Total Mercury XXX XXX XXX Report XXX Report
Total Zinc XXX XXX XXX Report XXX 3.34

 The proposed effluent limits for Outfall 010 are based on a variable design flow.

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 XXX XXX XXX Report XXX Report
Total Arsenic XXX XXX XXX Report XXX Report
Total Cadmium XXX XXX XXX Report XXX Report
Total Chromium XXX XXX XXX Report XXX Report
Total Copper XXX XXX XXX Report XXX Report
Fluoride XXX XXX XXX Report XXX Report
Total Iron XXX XXX XXX Report XXX Report
Total Lead XXX XXX XXX Report XXX Report
Total Zinc XXX XXX XXX Report XXX 3.34

 The proposed effluent limits for Outfall 011 are based on a design flow of 0.69 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

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

 • Toxics Reduction Evaluations for Outfall 001 and IMP 101; chemical additive requirements; TRC minimization; and requirements for 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 in effect.

PA0214396, Storm Water, SIC Code 5052, Three Rivers Marine & Rail Terminal LP, 17 Arentzen Boulevard, Charleroi, PA 15022. Facility Name: Three Rivers Marine & Rail Dock. This proposed facility is located in Glassport Borough, Allegheny County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Storm Water associated with coal storage and handling.

 The receiving stream(s), Monongahela River, is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies. The proposed effluent limits for Outfall 001 are based on a precipitation based flow.

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 XXX XXX 9
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Aluminum XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX XXX  7
Max
XXX
Total Iron XXX XXX XXX 3.5 7 XXX
Total Manganese XXX XXX XXX 2 4 XXX
Sulfate XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are based on a precipitation based flow.

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 XXX XXX 9
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 30 XXX
Total Aluminum XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX XXX  7
Max
XXX
Total Iron XXX XXX XXX 3.5 7 XXX
Total Manganese XXX XXX XXX 2 4 XXX
Sulfate XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

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

 • Stormwater sampling results must be submitted in accordance with 40 CFR 122.26(c)(i)(E) on Module 13 by March 1, 2015.

 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 in effect.


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

PA0031208, Sewage, SIC Code 8211, Garnet Valley School District, 80 Station Road, Glen Mills, PA 19342-1751. Facility Name: Garnet Valley HS STP. This existing facility is located in Concord 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), Green Creek, is located in State Water Plan watershed 3-G 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 0.0222 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 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 1.0 XXX 1.5
CBOD5
 May 1 - Oct 31 1.85 XXX XXX 10 XXX 20
 Nov 1 - Apr 30 3.7 XXX XXX 20 XXX 40
Total Suspended Solids 1.85 XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean
XXX 1,000
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 0.56 XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 1.67 XXX XXX 9.0 XXX 18.0
Total Phosphorus
 May 1 - Oct 31 0.18 XXX XXX 1.0 XXX 2.0
 Nov 1 - Apr 30 0.37 XXX XXX 2.0 XXX 4.0

 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 Minimization

 F. Dry Stream Discharge

 G. Operator Notification

 H. Condition for Phasing Out

 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.

PA0011851, Industrial Waste, SIC Code 3317, Superior Tube Company Inc., 3900 Germantown Pike, Collegeville, PA 19426-3112. Facility Name: Superior Tube Collegeville Facility. This existing facility is located in Lower Providence Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of process wastewater, treated groundwater, stormwater, and miscellaneous wastewaters from a tube manufacturing facility. The receiving stream(s), Perkiomen Creek and an unnamed tributary to Perkiomen Creek, is located in State Water Plan watershed 3-E and is classified for Trout Stocking, aquatic life, water supply and recreation. The nearest downstream public water supply intake is for Aqua PA—Perkiomen Creek.

 The proposed effluent limits for IMP 108 are based on a design flow of 0.020 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report XXX XXX Report
Total Suspended Solids 2.72 5.32 XXX 16.3 31.9 40.8
Oil and Grease 2.5 5.0 XXX 14.7 26.8 36.8
Ammonia-Nitrogen 0.232 0.239 XXX 1.39 1.81 1.85
Total Cadmium 0.022 0.057 XXX 0.130 0.345 0.345
Total Chromium 0.144 0.233 XXX 0.862 1.399 2.05
Total Copper 0.172 0.282 XXX 1.034 1.688 2.585
Total Cyanide 0.054 0.100 XXX 0.325 0.600 0.813
Fluoride XXX XXX XXX 2.5 XXX 5.0
Total Lead 0.036 0.058 XXX 0.215 0.345 0.538
Total Nickel 0.199 0.334 XXX 1.194 2.002 2.985
Total Silver 0.02 0.036 XXX 0.120 0.215 0.300
Total Zinc 0.123 0.218 XXX 0.740 1.304 1.85
Total Toxic Organics XXX XXX XXX 1.06 XXX XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.1485 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Instant.
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX 30.0 60.0 75.0
Total Dissolved Solids XXX XXX XXX 1,000 2,000 2,500
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Total Cadmium XXX XXX XXX Report Report Report
Total Chromium XXX XXX XXX Report Report Report
Total Copper XXX XXX XXX Report Report Report
Total Lead XXX XXX XXX Report Report Report
Total Zinc XXX XXX XXX Report Report Report
Trichloroethylene XXX XXX XXX Report Report Report
n-Propyl Bromide XXX XXX XXX Report Report Report

 The proposed effluent limits for Outfall 002, 004, 005, 006, and 007 are based on a stormwater event.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX
Total 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:

 • Obtain Necessary Property Rights

 • Proper Sludge Disposal

 • BAT/BCT Reopener

 • TTO Definition

 • Approved Test Methods

 • Chemical additives

 • Stormwater Requirements

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


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

PA0026051, Sewage, SIC Code 4952, Chambersburg Borough Franklin County, 100 S 2nd Street, Chambersburg, PA 17201-2515. Facility Name: Chambersburg Borough STP. This existing facility is located in Chambersburg Borough, 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), Conococheague Creek, is located in State Water Plan watershed 13-C and is classified for Warm Water Fishes, Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on an interim design flow of 6.8 MGD and a final design flow of 11.28 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5
 May 1 - Oct 31 (Interim) 850 1,361 XXX 15 24 40
 Nov 1 - Apr 30 (Interim) 1,417 2,268 XXX 25 40 50
 May 1 - Oct 31 (Final) 1,411 2,257 XXX 15 24 30
 Nov 1 - Apr 30 (Final) 2,351 3,763 XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 (Interim) 1,701 2,552 XXX 30 45 60
 (Final) 2,822 4,233 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
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 (µw/cm2) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 (Interim) 198 XXX XXX 3.5 XXX 7.0
 Nov 1 - Apr 30 (Interim) 567 XXX XXX 10 XXX 20
 May 1 - Oct 31 (Final) 282 XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 (Final) 846 XXX XXX 9.0 XXX 18

 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 124,199
Net Total Phosphorus Report 16,560

 * 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:

 • Authorizes use of 4,775 lbs/year of Total Nitrogen Offsets toward compliance with the Annual Net TN mass load limitations based on connection of on-lot sewage disposal systems to the public sewer.

 • Schedule of Compliance

 • Pretreatment Program Implementation

 • Solids Management

 • Whole Effluent Toxicity Testing

 • Stormwater Requirements

 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.

PA0084051, Sewage, SIC Code 6515, Creekview Farms Mobile Home Park, 280 Airy View Road, Shermans Dale, PA 17090. Facility Name: Creekview Farms MHPWWTP. This existing facility is located in Carroll Township, Perry 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, Sherman Creek, is located in State Water Plan watershed 7-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies. The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Total
Annual
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 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 XXX XXX XXX 25 XXX 50
BOD5
 Raw Sewage Influent Report Report
Daily Max
XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report Report XXX
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 (lbs/
 year)
XXX Report XXX Report
Annl Avg
XXX XXX
Total Nitrogen (lbs/year) XXX Report XXX Report
Annl Avg
XXX XXX
Total Kjeldahl Nitrogen (lbs/
 year)
XXX Report XXX Report
Annl Avg
XXX XXX
Total Phosphorus (lbs/year) 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.


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

PA0110582, Sewage, SIC Code 4952, Eastern Snyder County Regional Authority, P O Box 330, Selinsgrove, PA 17870. Facility Name: Eastern Snyder County Regional Authority STP. This existing facility is located in Penn Township, Snyder 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 6-A and is classified for Warm Water Fishes, Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2 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 Report XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 417 667
Wkly Avg
XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 500 750
Wkly Avg
XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10000
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report XXX 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 51,141
Net Total Phosphorus Report 6,819

 * 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:

 • Chesapeake Bay Requirements

 • Whole Effluent Toxicity—No Permit Limits

 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.

PA0028461 A-2, Sewage, SIC Code 4952, Mifflinburg Borough, 120 North 3rd Street, Mifflinburg, PA 17844-1134. Facility Name: Mifflinburg Borough Wastewater Treatment Plant. This existing facility is located in Mifflinburg Borough, Union County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated Sewage. The receiving stream(s), Buffalo Creek, is located in State Water Plan watershed 10-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 1.4 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
CBOD5
 May 1 - Oct 31 99 140 XXX 8.5 12 17
 Nov 1 - Apr 30 292 467 XXX 25 40 50
Total Suspended Solids 350 525 XXX 30 45 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
UV Intensity (%) (Interim) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 30 45 XXX 2.6 3.9 5.2
 Nov 1 - Apr 30 91 128 XXX 7.8 11 15
UV Dosage (mjoules/cm2) (Final) XXX XXX Report XXX XXX XXX
Chronic toxicity (Ceriodaphnia) (TUc)
 (Interim) XXX XXX XXX XXX Report
Max
XXX
 (Final) XXX XXX XXX XXX   2.21
Max
XXX
Chronic toxicity (Pimephales) (TUc)
 (Interim) XXX XXX XXX XXX Report
Max
XXX
 (Final) XXX XXX XXX XXX   2.21
Max
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 (Final) Report 25,570
Net Total Phosphorus (Final) Report 3,409

 * 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.

 * The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2011. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2012.

 * This permit contains revised WET conditions that reflect the Department's new policy and will become effective upon the issuance of this permit.

 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

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

WQM Permit No. 0207404-A1, Sewage, West Elizabeth Sanitary Authority, 125 Lower First Street, PO Box 503 West Elizabeth, PA 15088-0503 This proposed facility is located in West Elizabeth Township, Allegheny County.

 Description of Proposed Action/Activity: Improvements to the existing Ferry Street raw sewage lift station which includes construction of a new wet well and replacement of raw sewage pumps, electrical system, control system, valves and piping.

WQM Permit No. 0213401-A1, Sewage, The PNC Financial Services Group, Two PNC Plaza, 620 Liberty Avenue, Pittsburgh, PA 15222-2719.

 This proposed facility is located in the City of Pittsburgh, Allegheny County.

 Description of Proposed Action/Activity: Replacing the existing UV system with a new ozone system in the PNC Tower Blackwater Treatment System.

WQM Permit No. 0314400, Sewage, Leechburg Borough, 260 Market Street, Leechburg, PA 15656.

 This proposed facility is located in the Leechburg Borough, Armstrong County.

 Description of Proposed Action/Activity: Installation of approximately 32,470 feet of sanitary sewer pipe in nine (9) areas of the Borough of Leechburg (Leechburg Sewer Separation Project).

WQM Permit No. 5614200, Industrial Waste 4941, Ridge Energy Company, Inc., 265 Swamp Road, Clymer, PA 15728.

 This proposed facility is located in Stonycreek Township, Somerset County.

 Description of Proposed Action/Activity: Treatment of stormwater associated with a coal silt drying facility (Coleman Station Road Coal Silt Transfer Facility).

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

WQM Permit No. 5413403, Sewage, Pusti Margiya Vashnav Samaj of North America, 15 Manor Rd, Schuylkill Haven, PA 17972.

 This proposed facility is located in Wayne Township, Schuylkill County.

 Description of Proposed Action/Activity: The project is for the expansion of the existing 0.011 MGD wastewater treatment plant to a 0.051 MGD wastewater treatment plant.

WQM Permit No. 4506408-A2, Sewage, Franconia Mennonite Camping Association, Inc., Spruce Lake Retreat, 5389 Route 447, Canadensis, PA 18325-9795.

 This existing facility is located in Barrett Township, Monroe County.

 Description of Proposed Action/Activity: Amendment of a Water Quality Management Permit for an existing 8,323 gpd sewage treatment plant, to revise the effluent criteria for the discharge to the at-grade adsorption beds. The revised effluent criteria are: 20 mg/l CBOD5 and TSS as a 30-day average, and 30 mg/l CBOD5 and TSS as an instantaneous maximum.

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

WQM Permit No. WQG01251403, Sewage, Eugene Strohmeyer, 5906 Footemill Road, Erie, PA 16509.

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

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant to replace a malfunctioning on-lot system.


IV. NPDES Applications for Stormwater Discharges from MS4


V. Applications for NPDES Waiver Stormwater Discharges from MS4


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

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

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI01
5114004
Eco-Energy Distribution Services, LLC
725 Cool Springs Blvd., Suite 500
Franklin, TN 37067
Philadelphia City of Philadelphia Delaware River
WWF—MF

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

Northampton County Conservation District, 14 Gracedale Avenue Greystone Bldg., Nazareth PA 18064-9211

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI024813014 Palmer, LP
1177 N. Sixth Street
Whitehall, PA 18052
Northampton Palmer Township Bushkill Creek
(HQ-CWF, MF)

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

Lycoming County Conservation District: 542 County Farm Road Suite 202, Montoursville, PA 17754, (570) 433-3003

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI044114001 Ken Martin
288 Caldwell Rd
Trout Run PA 17771
Lycoming Cogan House Township Buck Run
HQ-CWF, MF

Southwest Region: Waterways & Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. (412) 442.4315

Permit No. Applicant & Address County Municipality Stream Name
PAI055613008 Global Tower Partners
750 Park of Commerce Blvd
Suite 300
Boca Raton, FL 33487
Somerset Upper Turkeyfoot Township UNT to Fall Creek
(HQ-CWF)
PAI056313007 Hardy Credit Company, LP
1019 Route 519
Eighty Four, PA 15330
Washington North Strabane Township Little Chartiers Creek
(HQ-WWF)

Northwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481

Butler County Conservation District, 122 McCune Drive, Butler PA 16001-6501

McKean County Conservation District, 17137 Route 6, Smethport PA 16749

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI061014001 Anthony Gagliardi
120 Dittmer Lane
Herman PA 16002
Butler Summit Township Unt Rough Run HQ-TSF
PAI064214001 Seneca Resources Corporation
51 Zents Blvd
Brookville PA 15825
McKean Norwich Township Elk Fork EV

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.

PAG123575, CAFO, Eggs Newburg LLC, 31 Three Square Hollow Road, Newburg, PA 17240.

 This proposed facility is located in Hopewell Township, Cumberland County.

 Description of Size and Scope of Proposed Operation/Activity: Permit renewal of existing laying hen operation with 743.8 Total AEUs.

 The receiving stream, Newburg Run, is in watershed 7-B, and classified for: WWF.

 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.

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.

Agricultural Operation
Name and Address
CountyTotal
Acres
Animal Equivalent UnitsAnimal
Type
Special Protection Waters (HQ or EV or NA) Application
or Action
Keister Family Farms, LLC
105 Keister Farm Lane
Middleburg, PA 17842
Snyder 126.5 450.91 Poultry- Turkeys
Steers
N/A Application

[Continued on next Web Page]



No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.