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PA Bulletin, Doc. No. 05-1344

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[35 Pa.B. 3950]

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 related to 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 (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.

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 a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.

   Unless indicated otherwise, the 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 an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional 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. Comments 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 a public hearing 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

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17710.

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed#)
EPA Waived Y/N ?
PA0085723
(Sewage)
Exit II WWTP, Inc.
P. O. Box 1387
York, PA 17403
York County
Springfield Township
Seaks Run/7-H Y
PA0083135
(Sewage)
Mifflin County School District
103 Green Avenue
Lewistown, PA 170444-2320
Mifflin County
Derry Township
Jack's Creek/12-A Y
PA0087718
(IW)
Genwove U. S. Limited
P. O. Box 34
Crystal Springs, PA 15536
Fulton County
Brush Creek Township
Little Brush Creek/11-C Y

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed#)
EPA Waived Y/N ?
PA0113280
IW
Pennsylviana State University
101P Office of Physical Plant Building
University Park, PA 16802-1118
State College Borough
Centre County
UNT Slab Cabin Run
9-C
Y
PA0228273 Locust Township Municipal Authority--Numidia Treatment Facility
1223A Numidia Drive
Catawissa, PA 17820
Columbia County
Locust Township
UNT to Roaring Creek (5E) Y

   Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed#)
EPA Waived Y/N ?
PA0035521 Department of Transportation Satellite Maintenance Facility
Bureau of Design
P. O. Box 3060
Harrisburg, PA 17105-3060
Rome Township
Crawford County
Allegheny River
16-E
Y
PA0025445 Borough of Wampum STP
355 Main Street Extension
P. O. Box 65
Wampum, PA 16157
Wampum Borough
Lawrence County
Beaver River
20-B
Y
PA0030724 Pleasant Ridge Manor--West
8300 West Ridge Road
Girard, PA 16417
Fairview Township
Erie County
Trout Run
15-TR
Y

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

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

   Application No. PA 0085529, Industrial Waste, SIC Code 4941, Altoona City Authority (Mill Run), 20 Greenwood Road, Altoona, PA 16602-7114. This facility is located in Logan Township, Blair County.

   Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.

   The receiving stream, Mill Run, is in Watershed 11-A, and classified for HQ-CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Newport Borough Water Authority located on the Juniata River, approximately 142 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.120 mgd are:

Concentration (mg/l)
Parameter AverageMaximumInstantaneous
MonthlyDailyMaximum
pH from 6.0 to 9.0 inclusive
Total Suspended Solids 30 45 60
Total Iron 2.0 4.0 5.0
Total Aluminum 2.1 4.2 5.2
Total Manganese 1.0 2.0 2.5

   Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is in effect.

   Application No. PA 0085821, Industrial Waste, SIC Code 4941, Altoona City Authority (Homer Gap), 20 Greenwood Road, Altoona, PA 16602-7114. This facility is located in Logan Township, Blair County.

   Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.

   The receiving stream, Homer Gap Run, is in Watershed 11-A, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Newport Borough Water Authority located on the Juniata River, approximately 124 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.120 mgd are:

Concentration (mg/l)
Parameter AverageMaximumInstantaneous
MonthlyDailyMaximum
pH from 6.0 to 9.0 inclusive
Total Suspended Solids 30 60 75
Total Iron 2.0 4.0 5.0
Total Aluminum 1.0 2.0 2.5
Total Manganese 1.0 2.0 2.5

   Indiviuduals may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is in effect.

   Application No. PA 0085812, Industrial Waste, SIC Code 4941, Altoona City Authority (Kettle Creek), 20 Greenwood Road, Altoona, PA 16602-7114. This facility is located in Tyrone Township, Blair County.

   Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.

   The receiving stream, Kettle Creek, is in Watershed 11-A, and classified for trout stocking, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Newport Borough Water Authority located on the Juniata River, approximately 125 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.120 mgd are:

Concentration (mg/l)
Parameter AverageMaximumInstantaneous
MonthlyDailyMaximum
pH from 6.0 to 9.0 inclusive
Total Suspended Solids 30 45 60
Total Iron 2.0 4.0 5.0
Total Aluminum 1.4 2.8 3.5
Total Manganese 1.0 2.0 2.5

   Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.

   The EPA waiver is in effect.

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

   No. PA0024406, Sewage SIC 4952, Mount Carmel Municipal Authority, 18 East Fifth Street, Mount Carmel, PA 17851-0365. This existing facility is located in Mount Carmel Township, Northumberland County.

   Description of Proposed Activity: The Authority proposes the renewal of the existing NPDES permit, which, in addition to the discharge from the wastewater treatment plant, incorporates combined sewer overflow and stormwater outfalls.

   The receiving stream, Shamokin Creek, is in the State Water Plan watershed 6B and is classified for WWF. The nearest downstream public water supply is the United Water Company, located on the Susquehanna River, Dauphin. It's located approximately 70 river miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 mgd:

Discharge Parameter Monthly WeeklyInstantaneous
AverageAverageMaximum
CBOD5 25 40 50
Total Suspended Solids 30 45 60
Total Chlorine Residual 0.8 2.7
Fecal Coliforms:
   (5-1 to 9-30) 200 col/100 ml as a geometric mean
   (10-1 to 4-30)2,000 col/100ml as a geometric mean
pH within the range of 6.0 to 9.0

   Combined Sewer Overflows:

No. Location Receiving Stream
002 Pine Street Shamokin Creek
003 Almond Street Shamokin Creek
004 Spruce Street Shamokin Creek
005 Locust Street Shamokin Creek
006 Walnut Street Shamokin Creek
007A Chestnut Street Shamokin Creek
007B Chestnut Street Shamokin Creek
007C Chestnut Street Shamokin Creek
008A Market Street Shamokin Creek
008B Market Street Shamokin Creek
009 Hickory Street Shamokin Creek
010 Apple Street Shamokin Creek
012 Water Street Shamokin Creek
013 Manhole No. 36 Shamokin Creek
014 Manhole No. 57 Shamokin Creek
015 Willow Street Butternut Creek
016 Oak Street Shamokin Creek
017 Maple Street Shamokin Creek

   Stormwater Outfalls

No. Receiving Stream
S01 Shamokin Creek
S02 Shamokin Creek

   In addition to the effluent limits, the permit contains the following major special conditions:

   1.  Management and Control of Combined Sewer Overflows.

   2.  Requirements Applicable to Stormwater Outfalls.


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

   PA0005037, Industrial Waste, SIC, 4911, EME Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748. This application is for renewal of an NPDES permit to discharge treated process water, sewage, cooling water and stormwater, from the Homer City Power Station in Center Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, tributaries of Two Lick Creek, Blacklick Creek and Cherry Run, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Buffalo Township Municipal Water Authority, located at Freeport, 57 miles below the discharge point.

   Outfall 001: existing discharge, design flow of 3.28 mgd.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Free Available Chlorine 0.20.5
Chromium 0.20.2
Zinc 1.01.0
Temperature (°F)
   (1-1 to 1-31) 97
   (2-1 to 2-29)93
   (3-1 to 6-15)110
   (6-16 to 6-30)99
   (7-1 to 7-31) 79
   (8-1 to 8-15)109
   (8-16 to 10-15)110
   (10-16 to 11-16)105
   (11-16 to 11-30) 89
   (12-1 to 12-31)84
pHnot less than 6.0 nor greater than 9.0

   Outfall 003: existing discharge, design flow of 1.45 mgd

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS 30100
Oil and Grease15 2030
Temperature (°F)110
pH not less than 6.0 nor greater than 9.0

   Outfall 004: existing discharge, design flow of 0.32 mgd

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS 30100
Oil and Grease 152030
Dissolved Iron 2.04.0
Manganese 2.04.0
pHnot less than 6.0 nor greater than 9.0

   Outfall 005: existing discharge, design flow of 0.87 mgd

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS 30100
Oil and Grease152030
Temperature (°F) 110
pH not less than 6.0 nor greater than 9.0

   Outfall 007: existing discharge, design flow of 0.015 mgd

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)0.015
TSS 30 60
CBOD5 2560
Dissolved Oxygen 5.0 (minimum)
Fecal Coliform
   (5-1 to 9-30) (#/100 ml) 2001,000
   (10-1 to 4-30) (#/100 ml) 2,000
TRC 1.43.3
pH not less than 6.0 nor greater than 9.0

   Outfall 008: existing discharge, design flow of 0.016 mgd

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)0.016
TSS3060
CBOD5 2550
Dissolved Oxygen 5.0 (minimum)
Fecal Coliform
   (5-1 to 9-30) (#/100 ml)2001,000
   (10-1 to 4-30) (#/100 ml) 2,000
TRC 1.43.3
pH not less than 6.0 nor greater than 9.0

   Outfall 011: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
pH not less than 6.0 nor greater than 9.0

   Outfall 012: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
pH not less than 6.0 nor greater than 9.0

   Outfall 014: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
TSS 3060

   Outfall 015: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS30100
Oil and Grease 152030
Temperature (°F)110
pH not less than 6.0 nor greater than 9.0

   Outfall 016: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS 30100
Oil and Grease 152030
Temperature (°F) 110
pH not less than 6.0 nor greater than 9.0

   Outfall 018: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS 30100
Oil and Grease152030
Dissolved Iron 47
pH not less than 6.0 nor greater than 9.0

   Outfall 020: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSS30100
Oil and Grease 152030
Dissolved Iron 24
Manganese 24
pHnot less than 6.0 nor greater than 9.0

   Outfall 021: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
TSSMonitor and Report
Aluminum Monitor and Report
Iron Monitor and Report
Pollution reduction report is necessary for TSS, Aluminum and Iron.

   Outfall 023: existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
TSS Monitor and Report
Iron Monitor and Report
Pollution reduction report is necessary for TSS and Iron.

   Outfall 027: existing discharge, design flow of 0.179 mgd.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
Total Suspended Solids 30100
CBOD5 2550
Oil and Grease 1520
Temperature (°F) 110
Beryllium 0.81.6
Lead 0.10.2
Mercury 0.0020.004
Selenium0.81.6
BoronMonitor and Report
MBASMonitor and Report
Osmotic PressureMonitor and Report
TDSMonitor and Report
pH not less than 6.0 nor greater than 9.0

   Outfalls 126 and 226: existing discharges.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
Free Available Chloride 0.20.5
Chromium 0.20.2
Zinc 1.0 1.0
Temperature (°F)
   (1-1 to 1-31) 97
   (2-1 to 2-29) 93
   (3-1 to 6-15) 110
   (6-16 to 6-30)99
   (7-1 to 7-31)79
   (8-1 to 8-15)109
   (8-16 to 10-15)110
   (10-16 to 11-15)105
   (11-16 to 11-30)89
   (12-1 to 12-31)84
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is not in effect.

   PA0096971, Industrial Waste, SIC, 4941, West Carroll Township Water and Sewer Authority, P. O. Box 328, Elmora, PA 15737-0374. This application is for renewal of an NPDES permit to discharge treated process water from Bakerton Water Treatment Plant in West Carroll Township, Cambria County.

   The following effluent limitations are proposed for discharge to the receiving waters, UNT to West Branch Susquehanna River, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation.

   Outfall 001: existing discharge, design flow of 0.004 mgd.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Suspended Solids 30.0 60.0
Iron 2.0 4.0
Aluminum 2.24.4
Manganese 1.02.0
Total Residual Chlorine0.51.0
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0203661, Industrial Waste, SIC, 2819, Goldschmidt Industrial Chemical Corporation, 941 Robinson Highway, McDonald, PA 15057. This application is for renewal of an NPDES permit to discharge treated sewage and untreated cooling water, stormwater and groundwater from McDonald Plant in Robinson Township, Washington County.

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