NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[29 Pa.B. 6472]
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.
Northeast Regional Office: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2511.
PA 0063321. Sewerage. Ararat Township Supervisors, R. R. 1, Box 23F, Thompson, PA 18465.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Fiddle Lake Creek in Herrick Township, Susquehanna County.
The receiving stream is classified for the following uses: cold water, 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 (PWS) considered during the evaluation is Danville Water Supply on the Susquehanna River.
The proposed effluent limits for Outfall 001 based on a design flow of .035 mgd are:
Monthly Average Weekly Average Instantaneous Parameter (mg/l) (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 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 pH 6.0 to 9.0 standard units at all times Total Residual Chlorine monitor and report monitor and report 1.2 2.8 The EPA waiver is in effect.
PA 0030139. Sewerage. Pennsylvania Department of Corrections, P. O. Box 598, Camp Hill, PA 17001.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into East Fork of Harveys Creek in Jackson Township, Luzerne County.
The receiving stream is classified for the following uses: cold water fishery, 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 Danville Borough Water Supply on North Branch of Susquehanna River.
The proposed effluent limits for Outfall 001 based on a design flow of .450 mgd are:
Monthly Average Instantaneous Parameter (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N
(5-1 to 10-31)2.5 5 (11-1 to 4-30) 7.5 15 Dissolved Oxygen a minimum of 5 mg/l at all times 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 pH 6.0 to 9.0 standard units at all times Total Residual Chlorine
1st Month thru 36th Monthmonitor and report monitor and report 37th Month thru Expiration .23 .53 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 0085936. Industrial waste, SIC: Code 5171, Petroleum Products Corporation, Eldorado Petroleum Storage Terminal, 900 Eisenhower Boulevard, P. O. Box 2621, Harrisburg, PA 17105.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Beaverdam Branch Juniata River, in Allegheny Township, Blair County.
The receiving stream is classified for trout stocking, 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 United Water Co. located in Harrisburg, Dauphin County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfalls 001 and 002:
Average Maximum Daily Instantaneous Parameter Monthly (mg/l) (mg/l) Maximum (mg/l) Total Recoverable
Petroleum HydrocarbonsXXX monitor and report XXX The proposed requirements for Outfalls 003 and 004 are the management practices prohibiting discharge of stormwater with a visible sheen.
To make an appointment to review the DEP files on this case, call Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0086690. Industrial waste, SIC Code 3357, Kalas Manufacturing, Inc., Plant No. 2, 25 Main Street, Denver, PA 17517.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Stony Run, in East Cocalico Township, Lancaster 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 Ephrata Area Water Company located in Ephrata Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.039 mgd are:
Average Maximum Daily Instantaneous Parameter Monthly (mg/l) (mg/l) Maximum (mg/l) BOD5 XXX 26 XXX Total Suspended Solids XXX 19 XXX Oil and Grease 15 29 30 Temperature 110°F daily average pH 6--9 To make an appointment to review the DEP files on this case call Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0088315. Sewage, SIC Code 6514, James and Debra Halbleib, 2512 River Road, Bainbridge, PA 17502.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to an unnamed tributary of the Susquehanna River, in Conoy Township, Lancaster 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 Columbia Water company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0004 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) 5-day CBOD 25 50 Total Suspended Solids 30 60 Total Residual Chlorine monitor pH from 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) 100,000/100 ml as a geometric average To make an appointment to review the DEP files on this case call Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (570) 327-3670.
PA 0209007. Sewerage, SIC: 4952, Pine View Realty c/o Apex Homes, Inc., 247 US Highway 522N, Middleburg, PA 17842.
This proposed action is for renewal of an NPDES permit to discharge treated sewage wastewater to an unnamed tributary of North Branch Mahantango Creek in Washington Township, Snyder County.
The receiving stream is classified for the following uses: 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 Dauphin Consolidated Water Company located at Dauphin approximately 35 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0094 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5
(6-1 to 10-31)10 20 (11-1 to 5-31) 20 40 TSS
(6-1 to 10-31)10 20 (11-1 to 5-31) 20 40 Ammonia-N
(6-1 to 10-31)3 6 (11-1 to 5-31) 9 18 Total Cl2 Residual report Fecal Coliforms 200 col/100 ml as a geometric mean pH 6.0 to 9.0 at all times The EPA waiver is in effect.
PA 0008591. Industrial waste, SIC: 2631, NGC Industries, Inc., P. O. Box 338, Milton, PA, 17847.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to West Branch Susquehanna River in White Deer Township, Union County.
The receiving stream is classified for the following uses: warm water fishes, 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 PA American Water Company located at Milton approximately 3 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.204 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum C-BOD5 100 150 200 750 1,125 TSS 100 150 200 750 1,125 Oil and Grease 15 30 30 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0009032. Industrial waste, GTE Operations Support, Inc., 1255 Corporate Drive, Irving, TX 75038.
This proposed action is for renewal of an NPDES permit for an existing discharge of groundwater for hydraulic containment to West Branch Susquehanna River in Muncy Township, Lycoming County.
The receiving stream is classified for the following uses: warm water fishery, 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 PA American Water Company located at Milton.
The proposed effluent limits for Outfall 002, based on a design flow of 0.109 mgd, are:
Average Maximum Daily Instantaneous Parameter Monthly (mg/l) (mg/l) Maximum (mg/l) trichloroethylene report 1, 1, 1 trichloroethane report 1, 1 dichloroethene report pH 6.0 to 9.0 at all times The EPA waiver is in effect.
PA 0112771. SIC: 4952, Port Matilda Borough Authority, Municipal Authority, Port Matilda, PA 16870.
This proposed action is for issuance of an NPDES permit for an existing discharge of treated sewage to Bald Eagle Creek in Worth Township, Centre County.
The receiving stream is classified for the following uses: trout stock fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the proposed downstream potable water supply (PWS) considered during the evaluation is located at Lock Haven on Bald Eagle Creek, 46.9 miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.08 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Ammonia-N
(6-1 to 10-31)8 12 16 (11-1 to 5-31) 24 36 48 Total Dissolved
Phosphorous2.0 3.0 4.0 Flow (mgd) report Dissolved Oxygen minimum of 5.0 mg/l at all times pH (Std Units) 6.0--9.0 at all times Fecal Coliform
(5-1 to 10-31)200#/100 ml as a geometric average (10-1 to 4-30) 2,000#/100 ml as a geometric average Other Conditions: None
The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
PA 0006131. Industrial waste, SIC: 3312, LTV Steel Company, Inc., 200 Public Square, Cleveland, OH 44114-2308.
This application is for renewal of an NPDES permit to discharge stormwater and groundwater from the Pittsburgh Works in Pittsburgh, Allegheny 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 PA-American Water Company, located at 400 Cooke Lane, Pittsburgh, PA 15234, 0.15 mile below the discharge point.
Outfall 018: existing stormwater discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Fecal Coliform (#/100 ml) monitor and report Iron monitor and report Zinc monitor and report Outfall 020: existing discharge, discharge flow greater than 75 gpm.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Ammonia (as N) monitor and report Iron monitor and report Zinc monitor and report Benzene monitor and report Naphthalene monitor and report Phenol monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 020: existing discharge, discharge flow of less than or equal to 75 gpm.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Ammonia (as N) monitor and report Iron monitor and report Zinc monitor and report Benzene 0.001 0.003 Naphthalene 0.01 0.03 Phenol 0.01 0.03 pH not less than 6.0 nor greater than 9.0 Outfall 021: existing discharge, discharge flow greater than 75 gpm.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Ammonia (as N) monitor and report Iron monitor and report Zinc monitor and report Benzene monitor and report Naphthalene monitor and report Phenol monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 021: existing discharge flow less than or equal to 75 gpm.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Ammonia (as N) monitor and report Iron monitor and report Zinc monitor and report Benzene 0.001 0.003 Naphthalene 0.01 0.03 Phenol 0.01 0.03 pH not less than 6.0 nor greater than 9.0 Other Conditions: Required to submit a Pollution Reduction Report for Outfalls 018, 020 and 021 within 1 year after issuance of the final permit.
The EPA waiver is not in effect.
PA 0097624. Industrial waste, SIC: 5171, Glassmere Fuel Service, 1967 Saxonburg Boulevard, Tarentum, PA 15084.
This application is for renewal of an NPDES permit to discharge treated stormwater from the Glassmere Fuel Service facility in West Deer Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Unnamed Tributary to Little Deer Creek, classified as a trout stocked fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Oakmont Borough Municipal Authority, located at Oakmont, on the Allegheny River, over 11 river miles below the discharge point.
Outfall 001: existing discharge, design flow of 2.4 gallons per day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable
Petroleum Hydrocarbonsmonitor and report Other Conditions: Chemical additives, control floating solids, solids disposal, stormwater conditions, petroleum marketing terminal conditions and prohibition of hydrostatic test water discharge.
The EPA waiver is in effect.
PA 0216712. Industrial waste, SIC: 4941, Municipal Authority of the City of New Kensington, P. O. Box 577, New Kensington, PA 15068.
This application is for renewal of an NPDES permit to discharge treated process water and untreated stormwater from the MACNK H. Burns Smith Water Treatment Plant in the City of New Kensington, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny 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 Municipal Authority of New Kensington, located near Outfalls 001/002 on the Allegheny River, at the discharge point.
Outfall 001: existing discharge, design flow of 0.387 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 60 Iron (Total) 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.17 pH not less than 6.0 nor greater than 9.0 s.u. Other Conditions: Residual solids control, floating solids control, stormwater conditions, chemical additive requirements, Total Residual Chlorine conditions.
The EPA waiver is in effect.
Outfalls 002, 003 and 004: existing stormwater discharges.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease monitor and report Biological Oxygen Demand (BOD5) monitor and report Chemical Oxygen Demand (COD) monitor and report Total Suspended Solids monitor and report Total Kjeldahl Nitrogen monitor and report Nitrate plus Nitrite Nitrogen monitor and report Total Phosphorus monitor and report Iron (Total) monitor and report Aluminum monitor and report Manganese monitor and report Total Residual Chlorine monitor and report pH (standard units) monitor and report PA 0034282. Sewage, Maple Grove Modulars, Inc., P. O. Box 263, Slovan, PA 15078.
This application is for renewal of an NPDES permit to discharge treated sewage from Maple Grove Trailer Court in Robinson Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as St. Patrick Run, 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: Midland Borough Water Authority.
Outfall 001: existing discharge, design flow of .0075 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 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) 20,000/100 ml as a geometric mean Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0041785. Sewage, Frey Family Limited Partnership and Northern Allegheny Stone Company, Inc., 5540 North Montour Road, Gibsonia, PA 15044.
This application is for renewal of an NPDES permit to discharge treated sewage from Lardintown Sewage Treatment Plant formerly known as Allegheny Coal Mine Sewage Treatment Plant in Fawn Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Lardintown Run, which are classified as a trout stocked 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: New Kensington Municipal Water Authority located on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.01085 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 6.5 13.0 (11-1 to 4-30) 19.5 39.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 5,000/100 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 0097535. Sewage, Trans Technology Corporation, Breeze Industrial Products, 100 Aero-Seal Drive, Saltsburg, PA 15681.
This application is for renewal of an NPDES permit to discharge treated sewage from Breeze Industrial Park STP in Conemaugh Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Elders 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: Saltsburg Borough Waterworks.
Outfall 001: existing discharge, design flow of .002 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 20 40 Suspended Solids 20 40 Ammonia Nitrogen (5-1 to 10-31) 9.2 18.4 (11-1 to 4-30) 27.6 55.2 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 7,000/100 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 mg/l Ph not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0218324. Sewage, Scott Statler, R. D. 7, Box 261-B, Greensburg, PA 15601.
This application is for issuance of an NPDES permit to discharge treated sewage from the Statler Commercial Development Sewage Treatment Plant in Unity Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary to Fourmile Run, 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: Buffalo Township Municipal Authority Freeport.
Outfall 001: new discharge, design flow of 0.0008 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 18 36 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 monitor and report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.
PA 0101940. Sewage. Country Estates Mobile Home Park, R. D. 2, Box 12A, Kennerdale, PA 16374-8706.
This application is for renewal of an NPDES Permit, to discharge treated sewage to Trout Run in Clinton Township, Venango County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fish, 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 Emlenton Water Company on Allegheny River located at river mile 90.0 and is located 21.5 miles below point of discharge.
The proposed discharge limits for Outfall No. 001, based on a design flow of 0.0105 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 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 0.5 1.2 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0090182. Sewage. Concordia Lutheran Ministeries, 615 North Pike Road, Cabot, PA 16023.
This application is for renewal of an NPDES Permit to discharge treated sewage to the Unnamed Tributary to Little Buffalo Creek in Jefferson Township, Butler County. This is an existing discharge.
The receiving water is classified for the following uses: high-quality trout stocking 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 first point of free flowing stream use on the Unnamed Tributary to Little Buffalo Creek located in Jefferson Township, Butler County approximately 0.85 mile below point of discharge.
The proposed effluent limits for Outfall No. 001, based on a design flow of 0.06 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 10 20 Ammonia-Nitrogen (5-1 to 10-31) 2.5 5 (11-1 to 4-30) 7.5 15 Nitrate-Nitrite 12 24 Total Phosphorus (4-1 to 10-31) 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 0.5 1.0 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0104035. Sewage. Daily Bread Cafe, R. D. 1, Box 214B, Port Allegany, PA 16743.
This application is for renewal of an NPDES Permit, to discharge treated sewage to an Unnamed Tributary to the Allegheny River in Liberty Township, McKean 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 State of New York on the Allegheny River located at river mile 264.0 and is located approximately 15.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001, based on a design flow of 0.002 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 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 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0222933. Industrial waste, SIC: 3317. Sharon Tube Company, 20 Church Street, Wheatland, PA 16161.
This application is for a new NPDES Permit, to discharge treated sulfuric acid pickling, alkaline cleaning, NCCW, furnace filter blowdown and stormwater to the Shenango River in Wheatland Borough, Mercer County. This is a new discharge.
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