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PA Bulletin, Doc. No. 05-1566

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[35 Pa.B. 4745]

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 17110, (717) 705-4707.

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed#)
EPA Waived Y/N ?
PA0080080
(Sew)
Elmer R. Keach, Jr.
Conewago Valley MHP
800 York Road
Dover, PA 17315
York County
Newberry Township
Conewago Creek/7F Y
PA0081132
(Sew)
Solanco School District
Swift Middle School
121 S. Hess Street
Quarryville, PA 17566-1225
Lancaster County
Fulton Township
Conowingo Creek/7K Y
PA0081116
(Sew)
Solanco School District
Solanco High School
121 S. Hess Street
Quarryville, PA 17566-1225
Lancaster County
East Drumore Township
UNT to Stewart Run/7K Y
PAR10C4122
(Stormwater/
Construction)
Stephen MacLean
Department of Transportation
1713 Lehigh Street
Allentown, PA 18103
Berks County
Hamburg Borough
Schuylkill River/WWF/MF 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 ?
PA0221554 Gateway Commerce Center, LP
1605 Old Route 18
Wampum, PA 16157-9802
New Beaver Borough
Lawrence County
UNT to Beaver River
20-B
Y
PA0091316 Buttercup Woodlands Campground
854 Evans City Road
Renfrew, PA 16053
Connoquenessing Township
Butler County
UNT to Little Connoquenessing
20-C
Y
PA0030686 Cross Creek Resort, Inc.
R. D. 3, Box 188
Titusville, PA 16354
Cherrytree Township
Venango County
UNT to Cherrytree Run
16-E
Y
PA0101974 Gaslight Campground
6297 Emlenton/Clintonville Road
Emlenton, PA 16373
Scrubgrass Township
Venango County
UNT to Allegheny River
16-G
Y

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

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

   No. PA0011266, Amendment No. 1 Industrial Waste, Cabot Supermetals, County Line Road, Boyertown, PA 19512. This application is for an NPDES permit amendment to discharge treated process water, cooling water and stormwater from Cabot Supermetals' facility in Douglass Township, Montgomery County. This is an existing discharge to West Swamp Creek.

   The receiving stream is classified for the following uses: migratory, TSF, aquatic life, water supply and recreation.

   The proposed effluent limits for Monitoring Point MP101, based on an average flow of 0.1403 mgd, effective from permit issuance through October 31, 2007, are as follows:

Effluent Limitations
Mass Units (lbs/day)
Concentrations (mg/l)
Parameters Average
Monthly
Maximum
Daily
Average
Monthly
Maximum
Daily
Instantaneous
Maximum
Total Suspended Solids 117.95 236.60 Monitor and Report Monitor and Report 252
Ammonia (as N) 130.59 297.38 Monitor and ReportMonitor and Report 280
Oil and Grease 34.53 57.83 Monitor and ReportMonitor and Report 75
Fluoride 49.92 88.95 Monitor and ReportMonitor and Report 107
Nickel, Total 0.047 0.066 Monitor and Report Monitor and Report 0.100
Zinc, Total 0.934 2.272 Monitor and Report Monitor and Report 2.00
Copper, Total 0.074 0.155 Monitor and Report Monitor and Report 0.158
Lead, Total 0.290 0.623 Monitor and Report Monitor and Report 0.625
Molebdenum, Total 0.269 0.610 Monitor and Report Monitor and Report 0.574
pH within limits of 6 to 9 std units at all times

   The proposed effluent limits for Outfall 001, based on an average flow of 0.1763 mgd, effective from permit issuance through October 31, 2007, are as follows:

Effluent Limitations
Mass Units (lbs/day)
Concentrations (mg/l)
Parameters Average
Monthly
Maximum
Daily
Average
Monthly
Maximum
Daily
Instantaneous
Maximum
Total Suspended Solids Monitor and Report Monitor and Report 20 40 50
Total Dissolved Solids Monitor and Report Monitor and Report 15,000 20,000 25,000
Ammonia (as N) Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Oil and Grease Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Nitrite and Nitrate (as N) Monitor and Report Monitor and Report 144 200 225
Fluoride Monitor and Report Monitor and Report 55 70 100
Sulfate as SO4 Monitor and Report Monitor and Report 5,600 8,600 8,600
Chloride Monitor and Report Monitor and Report 6,700 6,800 6,800
Nickel, T Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Zinc, T Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Copper, Total Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Lead, Total Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Molybdenum, T Monitor and Report Monitor and Report Monitor and Report Monitor and Report
pH within limits of 6 to 9 std units at all times
Dissolved Oxygen Monitor and
Report
Total Residual Chlorine 0.5 1.0 1.2
BOD5 Monitor and Report Monitor and Report
Arsenic Monitor and Report
Chromium, Hex Monitor and Report
Selenium, T Monitor and Report
Thalliam Monitor and Report
Aluminum, Total Monitor and Report
Osmotic Pressure (MOS/kg) Monitor and Report Monitor and Report

   The proposed effluent limits for Outfall 001, based on an average flow of 0.1763 mgd, effective from November 1, 2007, through expiration, are as follows:

Effluent Limitations
Mass Units (lbs/day)
Concentrations (mg/l)
Parameters Average
Monthly
Maximum
Daily
Average
Monthly
Maximum
Daily
Instantaneous
Maximum
Total Suspended Solids 29.5 59.0 20 40 50
Total Dissolved Solids 15,012 23,420 10,210 15,928 25,525
Ammonia (as N) 8.8 17.6 6.0 12.0 15.0
Oil and Grease 22.0 44.0 15.0 30.0 30.0
Nitrite and Nitrate (as N) 160 224 137 193 218
Fluoride 49.92 88.95 34.0 60.5 85.0
Sulfate as SO4 10,586 16,515 7,200 11,232 18,000
Chloride 11,518 17,969 7,834 12,221 19,585
Nickel, T 0.047 0.066 0.032 0.045 0.080
Zinc, T 0.93 2.28 0.638 0.996 1.58
Copper, Total 0.074 0.154 0.050 0.105 0.125
Lead, Total 0.04 0.062 0.027 0.042 0.068
Molybdenum, Total 0.27 0.61 0.183 0.415 0.458
pH within limits of 6 to 9 std units at all times
Dissolved Oxygen minimum of 5.0 mg/l at all times
Total Residual Chlorine 0.5 1.0 1.2
BOD5 Monitor and Report Monitor and Report Monitor and Report Monitor and Report
Arsenic Monitor and Report
Chromium, Hex Monitor and Report
Selenium, T Monitor and Report
Thalliam Monitor and Report
Aluminum, Total Monitor and Report
Osmotic Pressure (MOS/kg) 330 515 825

   The proposed effluent limits for Outfall 002, based on an average flow of 0.0404 mgd, are as follows:

Effluent Limitations
Mass Units (lbs/day)
Concentrations (mg/l)
Parameters Average
Monthly
Maximum
Daily
Average
Monthly
Maximum
Daily
Instantaneous
Maximum
Total Suspended Solids Monitor and Report Monitor and Report 20 40 50
Total Dissolved Solids Monitor and Report Monitor and Report 650 1,014 1,625
Ammonia (as N) Monitor and Report Monitor and Report 6.0 12.0 15.0
Phosphorus (as P) Monitor and Report Monitor and Report 2.0 3.1 5.0
Fluoride Monitor and Report Monitor and Report 40 62 100
Chloride Monitor and Report Monitor and Report 300 468 750
Sulfate as SO4 Monitor and Report Monitor and Report 100 156 250
Total Residual Chlorine 0.5 1.0 1.2
Temperature (°F) 110°F
Osmotic Pressure (MOs/kg) Monitor and Report Monitor and Report
NO2-N and NO3-N Monitor and Report Monitor and Report 2.0 3.1 5.0
Phenols, Total Monitor and Report Monitor and Report
Selenium, Total Monitor and Report Monitor and Report
Trichloroethylene Monitor and Report Monitor and Report
1-1, Dichloroethylene Monitor and Report Monitor and Report
pH within limits of 6 to 9 std units at all times
Dissolved Oxygen minimum of 5.0 mg/l at all times
CBOD5* Monitor and Report
Oil and Grease* Monitor and Report
Chemical Oxygen Demand* Monitor and Report
Total Kjeldahl Nitrogen* Monitor and Report
Iron, Dissolved* Monitor and Report
Lead, Total* Monitor and Report
Chromium, Total* Monitor and Report
Copper, Total* Monitor and Report
Nickel, Total* Monitor and Report
*These parameters are applicable to stormwater only.
Effluent Limitations
Mass Units (lbs/day)
Concentrations (mg/l)
Parameters Average
Monthly
Maximum
Daily
Average
Monthly
Maximum
Daily
Instantaneous
Maximum
Molybdenum, Total* Monitor and Report
Cadmium, Total* Monitor and Report
Arsenic, Total* Monitor and Report
Zinc, Total* Monitor and Report
Nitrate Nitrogen* Monitor and Report
Manganese, Total* Monitor and Report
*These parameters are applicable to stormwater only.

   The proposed effluent limits for Outfall 003, based on an average flow of 0.0603 mgd, are as follows:

Effluent Limitations
Mass Units (lbs/day)
Concentrations (mg/l)
Parameters Average
Monthly
Maximum
Daily
Average
Monthly
Maximum
Daily
Instantaneous
Maximum
Total Suspended Solids 15.8 30.2 30 60 75
Total Dissolved Solids 277 431 550 858 1,375
Iron, Total 1.0 2.0 2.0 4.0 5.0
Manganese, Total 0.5 1.0 1.0 2.0 2.5
Aluminum, Total 2.0 4.0 4.0 8.0 10.0
Fluoride 1.5 2.36 3.0 4.7 7.5
Sulfate as SO4 60.4 94.0 120 187 300
Chloride 25.1 39.2 50 78 125
NO2-N and NO3-N 2.0 3.1 4.0 6.2 10.0
Osmotic Pressure (MOS/kg) Monitor and Report Monitor and Report
Total Residual Chlorine 0.5 1.0 1.2
pH within limits of 6 to 9 std units at all times

   The EPA waiver is in effect.

   PA0011088, IW, SIC 5141, Kaneb Terminals/ST Services South Terminal, 6850 Essington Avenue, Philadelphia, PA 19153. This proposed facility is located in City of Philadelphia, Philadelphia County.

   Description of Proposed Activity: renewal of an NPDES permit to discharge stormwater runoff from a Petroleum Marketing Terminal.

   The receiving stream, UNT to Mingo Creek and Schuylkill River, is in the State Water Plan watershed 3J and is classified for WWF.

   The proposed effluent limits for Outfalls 001 and 002 are as follows:

Mass (lb/day)
Instantaneous
Average Maximum Maximum
Parameters Monthly Daily (mg/l)
Oil and Grease 15 30
pH within limits of 6.0 to 9.0 at all times

   The proposed effluent limits for stormwater Outfalls 003--005 are as follows:

Mass (lb/day)
Instantaneous
Average Maximum Maximum
Parameters Monthly Daily (mg/l)
CBOD5 Monitor and Report
COD Monitor and Report
Oil and Grease Monitor and Report
pH Monitor and Report
Total Suspended Solids Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Total Phosphorus Monitor and Report
Iron (Dissolved) Monitor and Report

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

   1.  Product Contaminated Stormwater Runoff.

   2.  PPC Plan Requirements.


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

   Application No. PA 0052833, SIC Code 3369, Industrial Waste, Excelsior Brass Works, June Avenue, Blandon, PA 19510-0140. This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Willow Creek, in Maidencreek Township, Berks County.

   The receiving stream is classified for CWF, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Pottstown Borough located on the Schuylkill River. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.0061 mgd are:

Parameter AverageMaximumInstantaneous
Monthly (mg/l) Daily (mg/l) Maximum (mg/l)
Flow Monitor and Report
XXX
Total Suspended Solids 30 45 60
pH 6 to 9 at all times

   The proposed effluent limits for Outfall 002 for stormwater are:

Parameter AverageMaximumInstantaneous
Monthly (mg/l) Daily (mg/l) Maximum (mg/l)
Aluminum Monitor and Report
Zinc Monitor and Report
CBOD Monitor and Report
COD Monitor and Report
Oil and Grease Monitor and Report
pH Monitor and Report
Total Suspended Solids Monitor and Report
Lead Monitor and Report
Chromium Monitor and Report
Copper Monitor and Report
Cadmium Monitor and Report
Arsenic Monitor and Report
Iron Monitor and Report

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

   The EPA waiver is in effect.

   Application No. PA 0084026, Sewage, Northwestern Lancaster County Authority, 97 North Penryn Road, Manheim, PA 17545. This facility is located in Penn Township, Lancaster County.

   Description of activity: The application is for issuance of an NPDES permit for new discharge of treated sewage. This notice replaces the incorrect notice published at 35 Pa.B. 4207 (July 30, 2005).

   The receiving stream, Chickies Creek, is in Watershed 7-G, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 20 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.65 mgd are:

Parameter AverageAverageInstantaneous
Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
CBOD5 25 40 50
Total Suspended Solids 30 45 60
NH3-N
   (5-1 to 10-31)4.59.0
   (11-1 to 4-30) 13.5 27
Total Phosphorus 2 4
Total Phosphorus* 1826.5 lbs/year
Total Nitrogen 14,612 lbs/year
TKN Monitor
NO3-N Monitor
NO2-N Monitor
Dissolved Oxygen minimum of 5.0 at all times
pH from 6.0 to 9.0 inclusive
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 3,200/100 ml as a geometric average

   *The phosphorus limit includes a reallocation of 390.6 lbs/year of phosphorus from Manheim Borough to Northwestern Lancaster that was developed in the March 2, 2001, TMDL study for the Chickies Creek Watershed.

   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 not in effect.


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

   PA0000825, Industrial Waste, SIC, 3315 and 3316, Col-Fin Specialty Steel Corporation, Front Street, Fallston, PA 15066. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Fallston Plant in Fallston Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Beaver River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Arco Chemical Company, located at Potter Township, 6 miles below the discharge point.

   Outfall 101: Existing discharge, design flow of 0.094 mgd.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow Monitor and Report
Total Suspended Solids 8.5 20 30 70 87.5
Chromium 0.11 0.29 0.4 1.0 1.3
Nickel 0.09 0.26 0.3 0.9 1.1
pH not less than 6.0 nor greater than 9.0

   Outfall 201: New discharge.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Suspended Solids 3060
pH not less than 6.0 nor greater than 9.0

   Outfall 001: Existing discharge, design flow of 0.166 mgd.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow Monitor and Report
Suspended Solids Monitor and Report
IronMonitor and Report
Iron, Dissolved Monitor and Report
Lead Monitor and Report
Zinc Monitor and Report
NickelMonitor and Report
pH not less than 6.0 nor greater than 9.0

   Outfalls 002, 005--008: Stormwater discharges.

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow Monitor and Report
IronMonitor and Report
Iron, Dissolved Monitor and Report
Lead Monitor and Report
Zinc Monitor and Report
Nickel Monitor and Report
pH Monitor and Report

   The EPA waiver is in effect.

   PA0031933, Industrial Waste, SIC, 4911, Orion Power MidWest, LP, 121 Champion Way, Canonsburg, PA 15317-5817. This application is for renewal of an NPDES permit to discharge treated process water, sewage and stormwater from Brunot Island Power Station in Pittsburgh, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, the Ohio River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is West View Water Authority, located at West View, 2 miles below the discharge point.

   Outfall 001: Existing discharge, design flow of 0.53 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
Total Residual Chlorine 0.51.0
Zinc 1.0 1.0
Chromium 0.20.2
Temperature (°F)110
pH not less than 6.0 nor greater than 9.0

   Outfall 201: Existing discharge, design flow of 0.0144 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 30 100
Oil and Grease 1520
pH not less than 6.0 nor greater than 9.0

   Outfall 301: Existing discharge, design flow of 0.018 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
Oil and Grease 15 20
pHnot less than 6.0 nor greater than 9.0

   Outfall 002: 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
Total Suspended Solids 3060
CBOD5 2550
Fecal Coliform
   (5-1 to 10-31) 200 #/100 ml 400 #/100 ml
   (11-1 to 4-30) 2,000 #/100 ml
TRC 1.4 3.3
pH not less than 6.0 nor greater than 9.0

   Outfall 003: existing discharge, design flow of 0.026 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
Oil and Grease 15 2030
pH not less than 6.0 nor greater than 9.0

   Outfall 004: Existing discharge

Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Debris collected on the intake racks shall not be returned to the stream.

   The EPA waiver is in effect.

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