[27 Pa.B. 5101]
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PA 0028282-A1. Sewerage, SIC: 4952, Eagles Mere Borough Authority, P. O. Box 393, Eagles Mere, PA 17731-0393.
This proposed action is for issuance of an NPDES permit for an existing and new discharge of treated sewage to The Outlet, Mackey's Run and unnamed tributary of Double Run in Eagles Mere Borough, Sullivan County.
The receiving streams are classified for the following uses: high quality-cold water fishery for the Outlet and Mackey's Run and cold water fishery for Double Run and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Pennsylvania-American Water Company intake at Milton.
Outfall 001 and 001A:
The proposed effluent limits, based on a design flow of 0.066 mgd, are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (std units) within the range 6.0--9.0 Total Cl2 Residual monitor and report/provide effective de-chlorination CBOD5 (7-1 to 10-31) 15 25 30 (11-1 to 6-30) 25 40 50 TSS 30 45 60 NH3-N (7-1 to 10-31) 3 4.5 6 (11-1 to 6-30) 9 13.5 18 Fecal Coliform (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 Outfall 001B: The proposed effluent limits, based on a design flow of varies upon rainfall mgd, are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (std units) within the range 6.0--9.0 CBOD5 (7-1 to 10-31) monitor XXX XXX (11-1 to 6-30) monitor XXX XXX TSS monitor XXX XXX NH3-N (7-1 to 10-31) monitor XXX XXX (11-1 to 6-30) monitor XXX XXX Fecal Coliform (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 Outfall 002 and 002A: The proposed effluent limits, based on a design flow of 0.066 mgd, are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (std units) within the range 6.0--9.0 Total Cl2 Residual monitor and report/provide effective de-chlorination CBOD5 (7-1 to 10-31) 15 25 30 (11-1 to 6-30) 25 40 50 TSS 30 45 60 NH3-N (7-1 to 10-31) 3 4.5 6 (11-1 to 6-30) 9 13.5 18 Fecal Coliform (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 Outfall 002B: The proposed effluent limits, based on a design flow of varies upon rainfall mgd, are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (std units) within the range 6.0--9.0 CBOD5 (7-1 to 10-31) XXX monitor XXX (11-1 to 6-30) XXX monitor XXX TSS XXX monitor XXX NH3-N (7-1 to 10-31) XXX monitor XXX (11-1 to 6-30) XXX monitor XXX Fecal Coliform (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 Outfall 003: The proposed effluent limits, based on a design flow of 0.0265 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 12 18 24 TRC monitor monitor monitor Fecal Coliform (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 pH 6.0--9.0 at all times Other Conditions: none
The EPA waiver is in effect.
PA 0112551. Sewerage, SIC: 4952, Randall B. Moyer, P. O. Box 38, Madisonburg, PA 16852.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Unnamed Tributary of Elk Creek in Miles Township, Centre County.
The receiving stream is classified for the following uses: exceptional value, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Millheim Municipal Authority located at Millheim.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0004 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Cl2 Residual report Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 200 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0112895. Sewerage, SIC: 4952, Daniel L. Roeder, R. R. 1, Box 187-A, Catawissa, PA 17820.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to unnamed tributary of Mill Creek in Roaring Creek Township, Columbia County.
The receiving stream is classified for the following uses: high quality cold water fishery, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Danville Borough Water Company located 20 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0004 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Cl2 Residual report Fecal Coliform 200 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0008923. SIC: 3229. Corning Asahi Video Products Company, P. O. Box 9, State College, PA 16801-0009.
This proposed action is for reissuance of an NPDES permit for an existing discharge of treated wastewater to Logan Branch of Spring Creek in College Township, Centre County.
The receiving stream is classified for the following uses: cold water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the proposed/assumed downstream potable water supply (PWS) considered during the evaluation is Bald Eagle Creek located at Lock Haven approximately 30 miles downstream.
For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from permit effective date until the 223 furnace expansion around (4/98).
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Suspended Solids 13 26 26 Oil and Grease 11 22 22 Total Antimony monitor monitor Total Aluminum monitor monitor Total Barium monitor monitor Total Lead 200 400 500 For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from the 223 furnace expansion around (4/98) until permit issuance date plus 3 years.
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Suspended Solids 16 32 32 Oil and Grease 14 28 28 Total Antimony monitor monitor Total Aluminum monitor monitor Total Barium monitor monitor Total Lead 70 105 140 Total Zinc monitor monitor For Outfall 101 an internal monitoring point which receives abrasive industrial wastewater from the IW treatment facility generated by the glass finishing production lines. The permittee is authorized to discharge 0.47 mgd during the period from permit effective date until the 223 furnace expansion around (4/98).
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Lead 0.17 0.34 0.43 Fluoride 22 46 55 For Outfall 101 an internal monitoring point which receives abrasive industrial wastewater from the IW treatment facility generated by the glass finishing production lines. The permittee is authorized to discharge 0.9 mgd during the period after furnace 223 expansion approximately (4/98) to permit expiration.
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum Flow (mgd) pH (std units) within the range 6.0--9.0 Total Lead 0.11 0.23 0.23 Fluoride 15 30 38 For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from permit effective date until expiration.
Temperature (°F) Average Maximum Instantaneous Discharge Parameter Monthly Daily Maximum Temperature* monitor monitor monitor *Temperature Reduction/Best Demonstrated Technology and additional monitoring of Logan Branch of Spring Creek.
For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from permit issuance date plus 3 years to expiration date (unless Part C, Special Condition No. 7 Section A.2.b is declared).
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Suspended Solids 16 32 32 Oil and Grease 14 28 28 Total Antimony* 0.0115 0.023 0.029 Total Aluminum* 0.575 1.15 1.44 Total Barium 1.15 2.30 2.875 Total Lead* 0.006 0.012 0.015 Total Zinc monitor monitor XXX Other Conditions:
(1) Preliminary water quality based effluent limitations for Outfall 001.
Parameter Units Monthly Average Total Antimony mg/l 0.0115 Total Aluminum mg/l 0.575 Total Barium mg/l 1.15 Total Lead mg/l 0.006 (2) Procedures for granting time extensions to achieve final water quality based effluent limitations.
(3) Procedures for demonstrating alternative site-specific bioassay based effluent limitations.
(4) Chemical Additives Usage
(5) Chronic Whole Effluent Toxicity Testing
(6) Temperature Requirements
The EPA waiver is not in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0091243. Sewage, Allegheny Trails Council (BSA), Flag Plaza, Pittsburgh, PA 15219.
This application is for renewal of an NPDES permit to discharge treated sewage from the Heritage Reservation Sewage Treatment Plant in Wharton Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Little Sandy Creek (formerly and locally known as a tributary of McGiven Run), which are classified as a high quality-cold 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 Point Marion Borough Water Authority located on the Cheat River.
Outfall 001: existing discharge, design flow of 0.017 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.5 7.0 Nitrite-Nitrate 10 20 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 Chlorine (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions:
The EPA waiver is in effect.
PA 0217697. Sewage, PennCoal, Inc., P. O. Box 203, Jennerstown, PA 15547-0203.
This application is for issuance of an NPDES permit to discharge treated sewage from PennCoal, Inc. Sarah Mine STP in Jenner Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an Unnamed Tributary to Roaring Run, which are classified as a cold 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 Manufactures Water Supply Company.
Outfall 101: existing discharge, design flow of 0.003 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 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 Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0217701. Sewage, Allegheny Environmental Solutions, Inc., 104 Alder Street, Punxsutawney, PA 15767.
This application is for issuance of an NPDES permit to discharge treated sewage from the former Greenwich Collieries Division of Pennsylvania Mines Corporation Sewage Treatment Plant in Susquehanna Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Douglas Run, which are classified as a cold 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 West Carrol Township Water Authority on the West Branch Susquehanna River.
Outfall 001: existing discharge, design flow of 0.01 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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 Chlorine (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions:
The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0222429. Sewage, Best Oil, Inc., 2939 Saw Mill Run Boulevard, Pittsburgh, PA 15227.
This application is for a new NPDES permit to discharge treated sewage to the Muddy Creek in Muddycreek Township, Butler County. This is a new 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, NO2NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Camp Allegheny Intake on Slippery Rock Creek located in Wayne Township, Lawrence County, approximately 11 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of .05 mgd. are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 Ammonia-Nitrogen (5-1 to 10-31) 8.5 17.0 (11-1 to 4-30) 25.0 50.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 39,700/100 ml as a geometric average Total Residual Chlorine .5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0102661. Sewage, Pymatuning State Park--DCNR, Jamestown Boat Livery, 2660 Williamsfield Road, Jamestown, PA 16134.
This application is for renewal of an NPDES permit to discharge treated sewage to Pymatuning Reservoir in West Shenango Township, Crawford 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 Greenville Municipal Authority intake on the Shenango River located at Greenville, approximately 12 miles below point of discharge.
The proposed effluent limits, based on a design flow of 0.088 mgd, are:
Outfall No. 001
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus (as P) 1 2 Fecal Coliform (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 Chlorine 1.5 3.5 pH 6.0--9.0 at all times The proposed effluent limits, based on a design flow of 0.002 mgd, are:
Outfall No. 002
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Flow monitor and report The EPA waiver is in effect.
PA 0210471. Sewage, Bessemer Municipal Authority, P. O. Box 642, Bessemer Borough Building, Bessemer, PA 16112.
This application is for renewal of an NPDES permit to discharge treated sewage to the Hickory Run in North Beaver Township, Lawrence County. This is a new discharge.
The receiving water is classified for the following uses: trout stocked fishery, 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 Municipal Authority of the Township of North Sewickley Township on the Beaver River located at River Mile 7.6 which is approximately 21 miles below point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.230000 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Ammonia-Nitrogen (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 Fecal Coliform (10-1 to 4-30) 200/100 ml as a geometric average (5-1 to 9-30) 4,000/100 ml as a geometric average Total Residual Chlorine 0.5 1.6 pH 6.0--9.0 at all times The EPA waiver is in effect.
Proposed NPDES permit renewal actions for minor sewage discharges
The following parties have applied to renew their current NPDES permits to allow the continued discharge of controlled wastewater into the surface waters of this Commonwealth. The Department of Environmental Protection (Department) has made a tentative determination to renew these permits and proposes to issue them, subject to their current permit effluent limitations, and monitoring and reporting requirements, with appropriate and necessary updated requirements to reflect new or changed regulations and other requirements. The updates may include, but will not be limited to, applicable permit conditions and/or requirements addressing combined sewer overflows (CSOs), municipal sewage sludge management and total residual chlorine control (TRC). Any major changes to or deviations from the terms of the existing permit will be documented and published with the final Department actions.
The EPA, Region III, Regional Administrator has waived the right to review or object to these proposed permit actions under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permits are invited to submit a statement to the Field Operations 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 these applications and proposed permit actions. Comments should include the name, address and telephone number of the writer and a brief statement to inform the Field Office of the basis of the 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 action. 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 permit renewal application and related documents, proposed effluent limitations and special conditions, comments received and other information are on the Department's file. The documents may be inspected at, or a copy requested from, the Field Office that has been indicated above the application notice.
Southcentral Regional Office: Water Management Program, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.
NPDES Facility County and Tributary New Permit No. Name and Address Municipality Stream Requirements PA0070343 Laurel Nursing Center
R. D. 1, Box 347
Hamburg, PA 19526Berks
Tilden Twp.Hassler Run
CreekTRC PA0034860 Penn Valley MHP
110 Inverness Drive
Blue Bell, PA
19422-3202Lancaster
Penn Twp.UNT to Chickies
CreekTRC
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