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PA Bulletin, Doc. No. 99-1675

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[29 Pa.B. 5114]

APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

[National Pollution Discharge Elimination System Program (NPDES)]

DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER

(Part I Permits)

   The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.

   Where indicated the EPA, Region III, Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.

   Persons wishing to comment on the proposed permit are invited to submit a statement to the office noted above the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. Responses 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. A public hearing may be held if the responsible office considers the public response significant.

   Following the 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

   The application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the office indicated above the application.

   Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodations to participate in the proceeding should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.


Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.

   Southeast Regional Office:  Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.

   PA 0057819.  Sewage, New Hanover Township, 2943 North Charlotte Street, Gilbertsville, PA 19525-9718.

   This application is for issuance of an NPDES permit to discharge treated sewage from New Hanover Township wastewater treatment plant in New Hanover Township, Montgomery County. This is a new discharge to Swamp Creek.

   The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001, based on an average flow of 0.825 mgd are as follows:

AverageAverageInstantaneous
ParameterMonthly (mg/l)Weekly (mg/l)Maximum (mg/l)
CBOD5
   (5-1 to 10-31)203040
   (11-1 to 4-30)254050
Suspended Solids304560
Ammonia (as N)
   (5-1 to 10-31)4.08.0
   (11-1 to 4-30)12.024.0
   (7-1 to 10-31)
Phosphorus (as P)
   (4-1 to 10-31)2.04.0
Fecal Coliform200 colonies/100 ml as a geometric average
Dissolved Oxygenminimum of 5.0 mg/l at all times
pHwithin limits of 6.0--9.0 standard units at all times

Other Conditions:

   The EPA waiver is in effect.

   Conditions for future permit modification.

   Effective disinfection.

  

   PA 0036897.  Sewage, Borough of South Coatesville, 136 Modena Road, South Coatesville, PA 19320.

   This application is for renewal of an NPDES permit to discharge treated sewage from Borough of South Coatesville wastewater treatment plant in South Coatesville Borough, Chester County. This is an existing discharge to the West Branch of Brandywine Creek.

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

   The proposed effluent limits for Outfall 01, based on an average flow of 0.365 mgd are as follows:

AverageAverageInstantaneous
ParameterMonthly (mg/l)Weekly (mg/l)Maximum (mg/l)
CBOD5254050
Suspended Solids304560
Ammonia (as N)
   (5-1 to 10-31)7.014.0
   (11-1 to 4-30)21.042.0
Phosphorus (as P)
   (4-1 to 10-31)2.04.0
Total Residual Chlorine0.51.2
Fecal Coliform200 colonies/100 ml as a geometric average
Dissolved Oxygenminimum of 2.0 mg/l at all times
pHwithin limits of 6.0--9.0 standard units at all times

Other Conditions:

   The EPA waiver is in effect.

   Conditions for future permit modification.

   Effective disinfection.

  

   PA 0056316.  Sewage, Robert G. Fitton, 3260 Mink Road, Kintnersville, PA 18930-9547.

   This application is for renewal of an NPDES permit to discharge treated sewage from a single residence sewage treatment plant in Springfield Township, Bucks County. This is an existing discharge to an unnamed tributary to Haycock Creek.

   The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001, based on an average flow of 400 gpd are as follows:

AverageInstantaneous
ParameterMonthly (mg/l)Maximum (mg/l)
CBOD51020
Suspended Solids2040
Total Residual Chlorinemonitor/report
Fecal Coliform200 colonies/100 ml as a geometric average
pHwithin limits of 6.0--9.0 standard units at all times

   The EPA waiver is in effect.

  

   PA 0011436.  Industrial waste, Handy and Harmon Tube Company, 701 West Township Line Road, Norristown, PA 19403-4629.

   This application is for renewal of an NPDES permit to discharge treated groundwater and stormwater from the Handy and Harmon Tube Company in East Norriton Township, Montgomery County. This is an existing discharge to Stoney Creek.

   The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001, based on average flows are as follows:

For Monitoring Point MP101:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Chloroform0.0860.22
Tetrachloroethylene0.0100.025
1,1,1 Trichloroethanemonitor/report
Trichloroethylene0.00970.024
Zincmonitor/report

   For Outfall 001 during nonstormwater events:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Temperature90°F
pHwithin limits of 6.0--9.0 standard units at all times
Total Dissolved Solidsmonitor/report

   Stormwater monitoring for Outfall 001 as follows:

Instantaneous Maximum
CBOD5monitor/report
CODmonitor/report
Oil and Greasemonitor/report
pHmonitor/report
Total Suspended Solidsmonitor/report
Total Kjeldahl Nitrogenmonitor/report
Total Phosphorusmonitor/report
Dissolved Ironmonitor/report
Trichloroethylenemonitor/report

Other Conditions:

   The EPA waiver is in effect.


   Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.

   PA 0063266.  Industrial waste, SIC: 2611, Ponderosa Fibres of PA, 6 Horwith Drive, P. O. Box 190, Northampton, PA 18067.

   This proposed action is for renewal of an NPDES permit to discharge treated process into the Lehigh River in Northampton Borough, Northampton County.

   The receiving stream is classified for the following uses: warm water trout stocking fishery, aquatic life, water supply and recreation.

   Effluent requirements for TDS and Total Phenols were evaluated at the point of discharge.

   The proposed effluent limits for Outfall 001, based on a design flow of .360 mgd are:

Monthly AverageDaily MaximumInstantaneous
Parameter(lbs/day)(lbs/day)Maximum (lbs/day)
CBOD51,1562,127
Percent Removal/CBOD5monitor and report
TSS180340
Percent/Removal/TSSmonitor and report
TDS17,00017,000
Color100 pt-CO units
Temperature110°F
pH6--9 su at all times
Total Phenolsmonitor and report

   Stormwater Outfalls 001 and 002--Uncontaminated stormwater

   The EPA waiver is in effect.


   Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.

   PA 0034304.  Industrial waste and Sewage, SIC: 3341, Cambridge Lee Industries, P. O. Box 14026, Reading, PA 19612-4026.

   This application is for renewal of an NPDES permit for an existing discharge of treated sewage and industrial waste to Schuylkill River, in Ontelaunee Township, Berks County.

   The receiving stream is classified for warm water fishes, 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 0.04 mgd are:

AverageInstantaneous
ParameterMonthly (mg/l)Maximum (mg/l)
CBOD52550
Total Suspended Solids3060
NH3-N2040
Total Residual Chlorine
   (Interim)monitor and report--
   (Final)1.02.0
Dissolved Oxygenminimum of 5.0 at all times
pHfrom 6.0 to 9.0 inclusive
Fecal Coliforms
   (5-1 to 9-30)200/100 ml as a geometric average
   (10-1 to 4-30)10,000/100 ml as a geometric average

   The proposed effluent limits for Outfall 002 for a design flow of 0.392 mgd are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
pHfrom 6.0 to 9.0 inclusive
Total Suspended Solids306075
Total Dissolved Solids1,0002,0002,500
Osmotic Pressuremonitor and report----
Total Zinc0.7961.5921.990
Total Copper0.1210.2420.303
Total Molybdenummonitor and report----
Temperature--monitor and report--

   The proposed effluent limits for Outfall 005 are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
pHfrom 6.0 to 9.0 inclusive
Total Suspended Solids306075
Total Dissolved Solids1,0002,0002,500
Osmotic Pressuremonitor and report----
Oil and Grease153030
Total Zinc0.7961.5921.990
Total Copper0.1210.2420.303
Total Molybdenummonitor and report----
Temperature--monitor and report--

   Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   The EPA waiver is in effect.

  

   PA 0013609.  Industrial waste, SIC: 3089, 2541, 2542 and 3827, HMG Intermark Worldwide Manufacturing Company, 234 South Eighth Street, Reading, PA 19602-1217.

   This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Schuylkill River, in Reading City, Berks County.

   The receiving stream is classified for warm water fishes, 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 Borough of Pottstown 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 0.10 mgd are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
pH6.0 to 9.0 su at all times
Total Suspended Solids102025

   Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   The EPA waiver is in effect.


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

   PA 0003042.  Industrial waste, SIC: 2819, Welland Chemical, Inc., P. O. Box 26, Mill Street, Newell, PA 15466.

   This application is for amendment of an NPDES permit to discharge treated process water, from the Newell Works in Newell Borough, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is the Washington Township Municipal Authority, located at 1390 Fayette Avenue, Belle Vernon, PA 15012, 4.1 miles below the discharge point.

   Outfall 002: existing discharge, design flow of 0.06 mgd.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
Flow (mgd)monitor and report
Suspended Solids30100
Oil and Grease1520
Temperature (°F)110
Ammonia (as N)6.464
Nitrate (as N)150300
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   Outfall 003: existing discharge, design flow of 0.003 mgd.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
Flow (mgd)monitor and report
Suspended Solids30100
Oil and Grease1520
Temperature (°F)110
Ammonia (as N)6.464
Nitrate (as N)150300
pHnot less than 6.0 nor greater than 9.0

  

   PA 0095231.  Industrial waste, SIC: 4941, Indiana County Municipal Services Authority, P. O. Box 351, Indiana, PA 15701.

   This application is for issuance of an NPDES permit to discharge treated process water from the Arcadia Water Treatment Plant in Montgomery Township, Indiana County.

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

   Outfall 001: new discharge, design flow of 0.0008 mgd.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
Flowmonitor and report
TSS3060
Total Iron24
Aluminum48
Manganese12
Total Residual Chlorine0.51.0
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

  

   PA 0095265.  Industrial waste, SIC, Heilwood Water Treatment Plant, Indiana County Municipal Services Authority, P. O. Box 351, Indiana, PA 15701.

   This application is for issuance of an NPDES permit to discharge treated process water from Heilwood Water Treatment Plant in Pine Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary to Yellow Creek, classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation.

   Outfall 001: new discharge, design flow of 0.001 mgd.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
Flowmonitor and report
TSS3060
Total Iron24
Aluminum48
Manganese12
Total Residual Chlorine0.51.0
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

  

   PA 0032425.  Sewage, DCNR--Bureau of State Parks, Ohiopyle State Park, P. O. Box 105, Dinnerbell Road, Ohiopyle, PA 15470-0105.

   This application is for renewal of an NPDES permit to discharge treated sewage from the Ohiopyle State Park Campground Sewage Treatment Plant in Stewart Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Youghiogheny River, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the North Fayette County Municipal Authority located on the Youghiogheny River.

   Outfall 001: existing discharge, design flow of 0.04 mgd.

Concentration (mg/l)
AverageAverageMaximumInstantaneous
ParameterMonthlyWeeklyDailyMaximum
CBOD51020
Suspended Solids1020
Ammonia Nitrogen
   (5-1 to 10-31)1.53.0
   (11-1 to 4-30)2.55.0
Fecal Coliform
   (5-1 to 9-30)200/100 ml as a geometric mean
   (10-1 to 4-30)2,000/100 ml as a geometric mean
Total Residual Chlorine0.010.02
Dissolved Oxygennot less than 5.0 mg/l
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

  

   PA 0216747.  Sewage, Consol PA Coal Company, Waynesburg Operations, P. O. Box 174, Graysville, PA 15337.

   This application is for renewal of an NPDES permit to discharge treated sewage from West Finley Portal STP in West Finley Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as drainage swale to Robinson Fork, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Bayer Corporation on the Ohio River in West Virginia.

   Outfall 001: existing discharge, design flow of 0.025 mgd.

Concentration (mg/l)
AverageAverageMaximumInstantaneous
ParameterMonthlyWeeklyDailyMaximum
CBOD52550
Suspended Solids3060
Ammonia Nitrogen
   (5-1 to 10-31)510
   (11-1 to 4-30)1530
Fecal Coliform
   (5-1 to 9-30)200/100 ml as a geometric mean
   (10-1 to 4-30)2,000/100 ml as a geometric mean
Total Residual Chlorine0.51.0
Dissolved Oxygennot less than 3.0 mg/l
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.


   Northwest Regional Office: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, (814) 332-6942.

   PA 0221210.  Sewage, Faith Baptist Church of Albion, 11311 State Route 18, Albion, PA 16410-0013.

   This application is for renewal of an NPDES permit to discharge treated sewage to an unnamed tributary to Conneaut Creek in Conneaut Township, Erie County. This is an existing discharge.

   The receiving water is classified for cold water and migratory fishery, aquatic life, water supply and recreation. There is no potable water supply affected by the discharge.

   The proposed effluent limits for Outfall 001, based on an average design flow of 0.0008 mgd, are:

Effluent Concentration (mg/l)
AverageInstantaneous
ParameterMonthlyMaximum
CBOD51020
Total Suspended Solids2040
Phosphorus as P1.0
Total Residual Chlorine1.43.3
Fecal Coliform200/100 ml as a geometric average
pH6.0 to 9.0 standard units at all times

   The EPA waiver is in effect.

  

   PA 0001791.  Industrial waste, SIC: 3499 and 3089, Osram Sylvania Products, 816-827 Lexington Avenue, Warren, PA 16365.

   This application is for renewal of an NPDES permit, to discharge treated industrial wastewater, NCCW and stormwater to the Allegheny River in the City of Warren, Warren County. This is an existing discharge.

   The receiving water is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River located at Emlenton, approximately 97 miles below point of discharge.

   The proposed discharge limits, based on a design flow of 0.33962 mgd, are:

Outfall No. 101

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Flow (mgd)monitor and report
Total Cadmium0.0040.0080.010
Total Chromium0.81.62.0
Total Copper2.073.385.2
Total Lead0.430.691.1
Total Nickel2.383.985.9
Total Silver0.0150.030.042
Total Zinc0.81.412.0
Total Cyanide**.651.21.6
Total Toxic Organics***2.13
Total Suspended Solids206060
Oil and Grease1530
Fluoride72112180
pH6.0 to 9.0 at all times

   The proposed discharge limits, based on a design flow of 0.285 mgd, are:

Outfall No. 001

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Coppermonitor and report
pH6.0 to 9.0 at all times

   The proposed discharge limits, based on a design flow of 0.126 mgd, are:

Outfall No. 002

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Flowmonitor and report
Oil and Grease1530
pH6.0 to 9.0 at all times

   The proposed discharge limits, based on a design flow of 0.063 mgd, are:

Outfall No. 003

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Flowmonitor and report
Oil and Grease1530
pH6.0 to 9.0 at all times

   The proposed discharge limits, based on a design flow of 0.058 mgd, are:

Outfall No. 004

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Coppermonitor and report
pH6.0 to 9.0 at all times

   The proposed discharge limits, based on a design flow of 0.0046 mgd, are:

Outfall No. 006

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Flowmonitor and report
Oil and Grease1530
pH6.0 to 9.0 at all times

   The proposed discharge limits, based on a design flow of n/a mgd, are:

Outfall No. 005, 006, 007, 008, 009 and 010

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
These discharges are uncontaminated stormwater discharges. Refer to Special Condition No. 6 in Part C of this permit.

   The EPA waiver is not in effect.

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