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PA Bulletin, Doc. No. 97-599

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

[27 Pa.B. 1949]

APPLICATIONS

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 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, Regional Administrator has waived his 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 Field Office indicated as the office responsible, within 30 days from the date of this public notice. Comments received within this 30-day 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 Field Office of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the Field Office considers the public response significant.

   Following the 30-day comment period, the Water Management Program Managers 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 Field Office indicated above the application.

   Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation 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 1 (800) 654-5984.

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


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

   PA 0001465.  Industrial waste, SIC:  2816, Ceramic Color and Chemical Manufacturing Company, P. O. Box 297, New Brighton, PA 15066.

   This application is for renewal of an NPDES permit to discharge cooling water and stormwater from pigment and frit manufacturing in New Brighton, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Blockhouse Run, 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 Midland Borough Municipal Authority, located at Midland, 13 miles below the discharge point.

   Outfall 001:  existing discharge, design flow of 0.0046 mgd.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
Flow (MGD)monitor and report
Temperature (°F)110
Oil and Greasemonitor/report
BOD5monitor/report
Leadmonitor/report
Zincmonitor/report
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

  

   PA 0002046.  Industrial waste, SIC:  3315, Pittsburgh Tool Steel, Inc., 1535 Beaver Avenue, Monaca, PA 15061-1499.

   This application is for renewal of an NPDES permit to discharge treated process water and stormwater from pickling operations in Monaca Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Ohio 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 Midland Municipal Authority, located at Midland Borough, 6 miles below the discharge point.

   Outfall 001:  existing discharge, design flow of 0.0062 mgd.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
TSS4.811.287
Total Chromium0.0640.161.25
Nickel0.0480.141.13
pHnot less than 6.0 nor greater than 9.0

   Outfall 002:  existing discharge.

Mass (lb/day)Concentration (mg/l)
AverageMaximumAverageMaximumInstantaneous
ParameterMonthlyDailyMonthlyDailyMaximum
This outfall shall only contain stormwater runoff

   The EPA waiver is in effect.

  

   PA 0025992.  Sewage, McCandless Township Sanitary Authority, 9600 Perry Highway, Pittsburgh, PA 15237.

   This application is for amendment of an NPDES permit to discharge treated sewage from Longvue STP in McCandless Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Little Pine Creek, which are classified as a trout stock 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 Millvale Municipal Waterworks.

   Outfall 001:  existing discharge, design flow of 1.2 mgd.

Concentration (mg/l)
AverageAverageMaximumInstantaneous
ParameterMonthlyWeeklyDailyMaximum
CBOD5
   (5-1 to 10-31)203040
   (11-1 to 4-30)253850
Suspended Solids304560
Ammonia Nitrogen
   (5-1 to 10-31)1.92.83.8
   (11-1 to 4-30)2.84.25.6
Fecal Coliforms
   (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 Chlorine
   1st month--36th monthmonitor and report
   37th month--expiration0.30.9
Dissolved Oxygennot less than 6 mg/l
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is not in effect.


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

   PA 0011266.  Industrial waste, Cabot Corporation, County Line Road, Boyertown, PA 19512.

   This application is for renewal of an NPDES permit to discharge treated process wastewater and cooling water from the Cabot Corporation facility in Douglass Township, Montgomery County. This is an existing discharge to West Swamp Creek.

   The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.

   The proposed effluent limits for Outfall 001, based on an average flow of 0.222 mgd are as follows:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Total Suspended Solids204050
Total Dissolved Solidsmonitor/reportmonitor/report
Ammonia (as N)316278
Fluoridemonitor/reportmonitor/report
pHwithin limits of 6.0--9.0 standard units at all times
Sulfate SO4monitor/reportmonitor/report
Total Lead0.130.250.31
Nitrite and Nitrate (as N)monitor/reportmonitor/report
Chloridemonitor/reportmonitor/report

   The proposed effluent limits for Outfall 002, based on an average flow of 0.147 mgd are as follows:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Temperature110°F
pHwithin limits of 6.0--9.0 standard units at all times
Total Suspended Solids204050
Total Dissolved Solidsmonitor/reportmonitor/report
Ammonia (as N)7.519.0
Fluoridemonitor/reportmonitor/report
Sulfate SO4monitor/reportmonitor/report
Chloridemonitor/reportmonitor/report
Total Selenium0.030.060.08
Total Residual Chlorine0.51.6

   The proposed effluent limits for Outfall 003 based on an average flow of 0.1 mgd are as follows:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Total Suspended Solids204050
pHwithin limits of 6.0--9.0 standard units at all times

   The proposed effluent limits for Outfall 001A based on instream monitoring at a point downstream from Outfall 001 are as follows:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Ammonia (as N)1.5
Fluoride2.0
Sulfates (SO4)250
Chloride250
Nitrite and Nitrate (as N)10
Total Dissolved Solids750

   The proposed effluent limits for Monitoring Point 101 based on an average flow of 0.222 mgd are as follows:

AverageMaximum
ParameterMonthly (lb/day)Daily (lb/day)
Lead0.51.0
Zinc1.53.6
Ammonia as N207.1471.1
Fluoride79.7162.1
Total Copper0.20.4
Total Nickel0.10.2
Total Molybdenum0.71.7
Oil and Grease167.7279.4
Total Suspended Solids407.3857.0
pHwithin limits of 7.5--10 standard units at all times

   The EPA waiver is not in effect.

  

   PA 0056634.  Industrial waste, Pennsylvania Department of Transportation, Engineering District 6-0, 200 Radnor-Chester Road, St. Davids, PA 19087.

   This application is for issuance of an NPDES permit to discharge stormwater from state maintained roads in the City of Philadelphia, Philadelphia County. This is a new discharge to 001:  Poquessing Creek; 002-005:  Schuylkill River; 006:  Delaware River and 007:  Pennypack Creek.

   The proposed effluent limits for Outfalls 001--007 are as follows:

Average
ParameterAnnual (mg/l)
CBOD5report
Suspended Solidsreport
Oil and Greasereport
pHreport
CODreport
Total Kjedahl Nitrogenreport
Total Phosphorusreport
Dissolved Ironreport

   Other Conditions:

   Development of a Stormwater Management Plan.

  

   PA 0050075.  Sewage, Chesterdale Waste Treatment Company, Inc., 6022 West Chester Pike, Newtown Square, PA 19073.

   This application is for renewal of an NPDES permit to discharge treated sewage from the Chesterdale Waste Treatment Company, Inc. sewage treatment plant in Willistown Township, Chester County. This is an existing discharge to an unnamed tributary to Hunters Run.

   The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports, high quality waters and esthetics.

   The proposed effluent limits for Outfall 001, based on an average flow of 120,000 gallons per day are as follows:

AverageInstantaneous
ParameterMonthly (mg/l)Maximum (mg/l)
CBOD5
   (5-1 to 10-31)10.020.0
   (11-1 to 4-30)20.040.0
Suspended Solids15.030.0
Ammonia (as N)
   (5-1 to 10-31)3.06.0
   (11-1 to 4-30)9.018.0
Total Residual Chlorine0.070.163
Fecal Coliform200 colonies/100 ml as a geometric average
Dissolved Oxygenminimum of 6.0 mg/l at all times
pHwithin limits of 6.0--9.0 standard units at all times

   The EPA waiver is in effect.

   Effective disinfection.


   Southcentral Regional Office:  Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.

   PA 0087467.  Sewage, SIC:  8661, Oasis of Love Church, R. D. 1, Box 251-A1, Saxton, PA 16678.

   This application is for issuance of an NPDES permit for a new discharge of treated sewage to House Run, in Carbon Township, Huntingdon County.

   The receiving stream is classified for warm water fishery, 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 the Lake Raystown Resort located in Lincoln Township, Huntingdon County. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.0012 mgd are:

AverageAverageMaximumInstantaneous
ParameterMonthly (mg/l)Weekly (mg/l)Daily (mg/l)Maximum (mg/l)
5-day CBOD52550
Total Suspended Solids3060
Total Residual Chlorinemonitor
pHfrom 6.0--9.0 inclusive
Fecal Coliforms
   (5-1 to 9-30)200/100 ml as a geometric average
   (10-1 to 4-30)55,000/100 ml as a geometric average

   The EPA waiver is in effect.

  

   PA 0087441.  Industrial waste, SIC:  2077, Moyer Packing Company (MOPAC Rendering Plant), 249 Allentown Road, Souderton, PA 18964-0395.

   This application is for issuance of an NPDES permit for a new discharge of treated industrial waste to Wiconisco Creek, in Washington Township, Dauphin County.

   The receiving stream is classified for warm water fishery, 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 Dauphin Consolidated Water Company located in Susquehanna Township, Dauphin County. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.06 mgd are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
pH (S. U.)from 6.0--9.0 inclusive
Dissolved Oxygenminimum of 5.0 mg/l at all times
Total Residual Chlorine0.51.6
CBOD572.0144.0180.0
NH3-N
   (5-1 to 10-31)25.050.062.0
   (11-1 to 4-30)monitor and report140.0
Total Suspended Solidsmonitor and report180.0
Oil and Grease15.030.030.0
Fecal Coliforms
   (5-1 to 9-30)200.0
   (10-1 to 4-30)400.0

   Outfalls 002 through 006 are identified as stormwater outfalls.

   The EPA waiver is in effect.

  

   PA 0054852.  Industrial waste, SIC:  4953, Western Berks Refuse Authority, 455 Poplar Neck Road, Birdsboro, PA 19508.

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

   The receiving stream is classified for warm water fishery, 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 Authority 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 0.025 mgd are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Flowmonitor and report
pH6--9 at all times
TSS306075
TDS (Interim)10,00020,00030,000
TDS (Final)5,00010,00015,000
BOD100200250
Total Residual Chlorine1.52.5
Ammonia as N204040
Total Coppermonitor and report
Fecal Coliform200
Total Manganesemonitor and report
Free Cyanidemonitor and report
Methylchloridemonitor and report
Toluenemonitor and report

   The EPA waiver is in effect.

  

   PA 0024431.  Sewage, SIC:  4952, Dillsburg Borough Authority, P. O. Box 370, Dillsburg, PA 17019-0370.

   This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Dogwood Run, in Carroll Township, Dauphin County.

   The receiving stream is classified for cold 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 Mechanicsburg Water Co. located on the Yellow Breeches Creek. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 1.0 mgd are:

AverageAverageMaximumInstantaneous
ParameterMonthly (mg/l)Weekly (mg/l)Daily (mg/l)Maximum (mg/l)
CBOD5254050
Total Suspended Solids304560
NH3-N
   (5-1 to 10-31)816
   (11-1 to 4-30)2040
Total Phosphorus24
Total Residual Chlorine0.41.4
Dissolved Oxygenminimum of 5.0 at all times
pHfrom 6.0--9.0 inclusive
Fecal Coliforms
   (5-1 to 9-30)200/100 ml as a geometric average
   (10-1 to 4-30)4,300/100 ml as a geometric average
Total Coppermonitor and reportmonitor and report

   The EPA waiver is not in effect.

  

   PA 0087491.  Industrial waste, SIC:  2834, DI-CHEM Concentrate, Inc., 509 Fishing Creek Road, Lewisberry, PA 17339-9517.

   This application is for issuance of an NPDES permit for a new discharge of treated industrial waste to an unnamed tributary to Fishing Creek, in Newberry Township, York 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 the Wrightsville Water Supply located on the Susquehanna River. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.072 mgd are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
TSS30.060.075.0
pH6--9 at all times
Osmotic Pressure53.0
TRC0.180.58
Total Copper0.0120.0240.03
Total Lead0.0030.0060.008
Total Zinc0.0790.160.2
Chloroform0.010.020.025
Total Aluminum0.531.061.3
Total Manganese1.02.02.5
Total Iron1.63.24.0
Temperaturerequired monthly limits

   The EPA waiver is in effect.

  

   PA 0080322.  Industrial waste, SIC:  4953, Greater Lebanon Refuse Authority, 1610 Russel Road, Lebanon, PA 17046.

   This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary of Swatara Creek, in North Lebanon Township, Lebanon County.

   The receiving stream is classified for warm water fishery, 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 PA American Water Company located in South Hanover Township, Dauphin County. The discharge is not expected to impact any potable water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.144 mgd are:

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
Flow (mgd)30
pHfrom 6.0--9.0 inclusive
Dissolved Oxygenminimum of 5.0 mg/l at all times
Total Suspended Solids306075
CBOD5204050
NH3-N
   (5-1 to 10-30)2.55.06.2
   (11-1 to 4-30)7.515.022.5
Total Phosphorus2.04.05.0
Total Aluminum0.61.21.5
Total Iron1.93.84.7
Total Manganese1.22.43.0
Total Seleniummonitor and reportmonitor and report
Total Thalliummonitor and reportmonitor and report
Total Mercurymonitor and reportmonitor and report
Acroleinmonitor and reportmonitor and report
Acrylonitritemonitor and reportmonitor and report

   Outfalls 001, 002, 003, 004 and 005 are also identified as outfalls receiving stormwater from industrial activities and are subject to monitoring requirements.

   The EPA waiver is in effect.


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

   PA 0102601.  Wick Auto Sales, Inc., 423 Dogwood Drive, Butler, PA 16001.

   This application is for renewal of an NPDES permit to discharge treated sewage to an unnamed tributary to Mulligan Run in Franklin Township, Butler County. This is an existing discharge.

   The receiving water is classified for the following uses:  cold 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 Harmony Water Company on Little Connoquenessing Creek located at the Borough of Harmony, approximately 12 miles below point of discharge.

   The proposed discharge limits, based on a design flow of 0.028 mgd, are:

   Outfall No. 001 (after chlorination)

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
CBOD52550
TSS3060
Ammonia-Nitrogen
   (5-1 to 10-31)24
   (11-1 to 4-30)612
Phosphorus (as P)
   (4-1 to 10-31)24
Fecal Coliforms
   (5-1 to 9-30)200/100 ml as a geometric average
   (10-1 to 4-30)2,800/100 ml as a geometric average
Total Residual Chlorine
   (Interim Limit)monitor and report
   (Final Limit)0.10.2
Dissolved Oxygenminimum of 6.0 mg/l at all times
pH6.0--9.0 at all times

   The EPA waiver is in effect.

  

   PA 0102555.  Sewage. Eric G. Elmquist, Box 103A Silver Creek Road, Johnsonburg, PA 15845.

   This application is for a renewal NPDES permit to discharge treated sewage to unnamed tributary to Silver Creek in Jones Township, Elk County. This is an existing discharge.

   The receiving water is classified for the following uses:  high quality-cold 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 Clarion River and is used by the Clarion District Pennsylvania-American Water Company on the Clarion River located at River Mile Index 40.96, approximately 64.143 miles below point of discharge.

   The proposed discharge limits, based on a design flow of 0.000400 mgd, are:

   Outfall No. 001

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
CBOD52550
TSS3060
Fecal Coliforms
   (5-1 to 9-30)200/100 ml as a geometric average
   (10-1 to 4-30)2,000/100 ml as a geometric average
Total Residual Chlorinemonitor and report
pH6.0--9.0 at all times

   The EPA waiver is in effect.

  

   PA 0210404.  Sewage, Melvin J. Wachob, R. D. 1, Box 77, Wilcox, PA 15870.

   This application is for renewal of an NPDES permit, to discharge sewage to an unnamed tributary to the East Branch Clarion River in Jones Township, Elk County. This is an existing discharge.

   The receiving water is classified for the following uses:  high-quality cold 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 Clarion District Pennsylvania-American Water Company on the Clarion River located at RMI 40.96, approximately 69.16 miles below point of discharge.

   The proposed discharge limits, based on a design flow of 0.000400 mgd, are:

   Outfall No. 001

AverageMaximumInstantaneous
ParameterMonthly (mg/l)Daily (mg/l)Maximum (mg/l)
CBOD51020
TSS2040
Fecal Coliforms
   (all year)200/100 ml as a geometric average
Total Residual Chlorinemonitor and report on Annual Maintenance Report
pH6.0--9.0 at all times

   The EPA waiver is in effect.

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