NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 5855]
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, 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 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 received and other information are on file and may be inspected and arrangements made for copying at the Field Office that has been indicated above the application.
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 0064017. Industrial waste, SIC: 3241, Essroc Cement Corporation, Nazareth Plant # 3, Route 248 and Easton Road, Nazareth, PA 18064.
This proposed action is for issuance of an NPDES permit to discharge treated cooling water, noncontact cooling and stormwater into unnamed tributary to Schoeneck Creek, Nazareth Borough, Northampton County.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
Internal Monitoring Point 102
The proposed effluent limits based on a design flow of 0.003 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Suspended Solids 26 lbs/day 52 lbs/day Temperature 110°F Oil and Grease 15.0 mg/l 30.0 mg/l pH 6.0 to 9.0 standard units at all times Outfall 002, Stormwater
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Suspended Solids 50.0 pH 6.0 to 9.0 standard units at all times Outfall 003, Stormwater
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Total Suspended Solids 50.0 pH 6.0 to 9.0 standard units at all times 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 0080683. SIC Code 6515, Sewage, Miller's Skyview Sales, Inc., 200 Ridge Road, Etters, PA 17319-9110.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary to Bennett Run in Watershed 7-F (Conewago 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 Wrightsville Water Supply Company located in Wrightsville Borough, York County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.025 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 XXX 50 Total Suspended Solids 30 XXX 60 NH3-N (5-1 to 10-31) 2.0 XXX 4.0 (11-1 to 4-30) 6.0 XXX 12 Total Residual Chlorine 0.25 XXX 0.9 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 3,000/100 ml as a geometric average Individuals 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 0030473. SIC Code 8211. Sewage, West Shore School District (Fairview Elementary), P. O. Box 803, New Cumberland, PA 17070-0803.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary to Yellow Breeches Creek in Watershed 7-E (Yellow Breeches Creek), in Fairview Township, York 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 Wrightsville Water Supply Company located in Wrightsville Borough, York County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.004 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18 Total Residual Chlorine 0.6 2.0 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average Individual 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 0009865. SIC Code 0921, Industrial waste, Pennsylvania Fish and Game Commission, Big Spring Fish Culture Station, 1225 Shiloh Road, State College, PA 16801-8495.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Big Spring Creek in Watershed 7-B (Conodoguinet Creek), in North Newton Township, Cumberland County.
The receiving stream is classified for Exceptional Value, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the proposed downstream potable water supply intake considered during the evaluation was Newville Borough Water & Sewer Authority located in North Newton Township, Cumberland County. The discharge is not expected to impact any potable water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 8.64 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Dissolved Oxygen minimum of 6.0 at all times pH from 6.0 to 9.0 inclusive Suspended Solids 7.0 14 17.5 CBOD5 6.0 12 15 Total Phosphorus 0.30 0.60 0.75 PCBs 4 x 10-8 8 x 10-8 10 x 10-8 Formaldehyde monitor and report monitor and report XXX Hydrogen Peroxide nondetect nondetect nondetect Total Dissolved Solids monitor and report monitor and report XXX Terramycin monitor and report monitor and report XXX Romet B monitor and report monitor and report XXX Chloramine T monitor and report monitor and report XXX Flow (mgd) 8.64 monitor and report XXX The proposed final effluent limits for Outfall 001 for a design flow of 10.317 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Dissolved Oxygen minimum of 6.0 at all times pH From 6.0 to 9.0 inclusive Suspended Solids 3.0 6.0 7.5 CBOD5 3.0 6.0 7.5 Total Phosphorus 0.30 0.60 0.75 PCBs 4 x 10-8 8 x 10-8 10 x 10-8 Formaldehyde 0.43 0.86 1.07 Hydrogen Peroxide nondetect nondetect nondetect Total Dissolved Solids monitor and report monitor and report XXX Terramycin monitor and report monitor and report XXX Romet B monitor and report monitor and report XXX Chloramine T monitor and report monitor and report XXX An additional requirement is to develop a compliance schedule for final effluent limits.
Part C requirements are briefly listed as:
1. Whole effluent toxicity test requirement.
2. Biological monitoring requirement for PCBs.
3. Biological monitoring requirement for instream benthos.
4. Biosolids analysis for PCBs.Individuals 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.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (570) 327-3666.PA 0113433. SIC 4952, Lanny R. Fetterman, 2074 Old Reading Road, Catawissa, PA 17820.
This proposed action is the renewal of an existing NPDES permit for the discharge of treated sewage to an Unnamed Tributary to Roaring Creek in Roaring Creek Township, Columbia County.
The receiving stream is classified for the following uses: high quality 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 existing downstream potable water supply (PWS) considered during the evaluation is Shamokin Dam Municipal Authority and the Sunbury Municipal Authority, located 39 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0003 mgd are:
Discharge Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Chlorine Residual monitor and report Fecal Coliform 200/100 mL pH 6.0--9.0 at all times Other Considerations: none The EPA waiver is in effect.
PA 0110965. Sewerage, SIC: 4952, Mid-Centre County Authority, P. O. Box 811, Milesburg, PA 16853-0811.
This proposed action is for renewal of an NPDES permit for an existing discharge plus an increase in the discharge of treated sewage to Bald Eagle Creek in Boggs Township, Centre 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 proposed downstream potable water supply (PWS) considered during the evaluation is at Lock Haven on Bald Eagle Creek, approximately 20 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.78 mgd until the new plant has been built are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 3 4.5 6 (11-1 to 4-30) 9 13.5 18 Total Dissolved 1.0 1.5 2.0 Phosphorus Chlorine Residual 1.0 2.3 pH Not less than 6.0 standard units, nor greater than 9.0 standard
units at all times.Fecal Coliforms (10-1 to 4-30) 2,000/100 ml as geometric mean (5-1 to 9-30) 200/100 ml as a geometric mean PA 0209023. SIC: 9959. TA Operating Corporation, Travel/Centers of America, 24601 Center Ridge Road, Suite 200, Westlake, OH 44145-5634.
This proposed action is for renewal of an NPDES permit for discharge of treated industrial waste to an unnamed tributary to Hemlock Creek in Hemlock Township, Columbia 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 downstream potable water supply (PWS) considered during the evaluation is the Danville Borough Water Authority located approximately 15 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.02 mgd, are:
Specific Substance DA. Max. (ug/l) 1,1-Dichloroethylene 3.0 1,1,1-Trichloroethane 5.0 pH 6.0--9.0 SU at all times Other Conditions:
(1) Quarterly groundwater quality monitoring requirements.
The EPA waiver is in effect.
PA 0112411. SIC: 4952. Shirley A. Hanson (Hillside Acres Mobile Home Park), R. R. 1, Box 161, Harvey's Lake, PA 18618.
This proposed action is for a new NPDES permit for the discharge of treated sewage to Buck Creek in Ridgebury Township, Bradford County. This is an existing discharge.
The receiving stream is classified for the following uses: warm water fishery 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 the PA-NY Border, located 4.4 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.009 mgd are:
Average Instantaneous Discharge Parameter Monthly (mg/L) Maximum (mg/L) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 TSS (5-1 to 10-31) 10 10 (11-1 to 4-30) 20 20 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 Total Chlorine Residual monitor and report Other Considerations: None The EPA waiver is in effect.
The proposed effluent limits for Outfall 001 based on a design flow of 1.0 mgd and effective after plant expansion are:
Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Total Suspended Solids (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30.0 40.0 N-NH3 (5-1 to 10-31) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.5 18.0 Total Dissolved Phosphorus 1.0 1.5 2.0 Chlorine Residual 0.5 1.6 pH not less than 6.0 standard units, nor greater
than 9.0 standard units at all timesFecal Coliforms (10-1 to 4-30) 2,000/100 ml as geometric mean (5-1 to 9-30) 200/100 ml as a geometric mean Other Conditions: none
The EPA waiver is in effect.
PA 0007455. SIC: 3724, Textron Lycoming, 652 Oliver Street, Williamsport, PA 17701.
This proposed action is for renewal of an NPDES permit for discharge of treated industrial waste to Lycoming Creek and Cemetery Run in Williamsport, Lycoming County.
The receiving streams are classified for the following uses: warm water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the downstream potable water supply (PWS) considered during the evaluation is the PA American Water Company located approximately 30 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.01 mgd, are:
Specific Monthly Daily Instantaneous Substance Average (mg/l) Maximum (mg/l) Maximum (mg/l) TSS 30.0 60.0 75.0 O&G 15.0 30.0 30.0 Cadmium 0.20 0.40 0.53 Chromium 1.71 2.77 4.28 Chromium (Hex.) 0.21 0.42 0.53 Copper 1.0 2.0 2.5 Nickel 2.38 3.98 5.95 Lead 0.15 0.30 0.38 Silver 0.10 0.20 0.25 Zinc 1.48 2.61 3.7 Cyanide 0.65 1.20 1.63 TTO 2.13 Trichloroethylene 0.20 Iron monitor Manganese monitor pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 002, based on a design flow of 0.014 mgd, are:
Specific Monthly Daily Substance Average (mg/l) Maximum (mg/l) Trichloroethylene 0.20 1,2-Trans-Dichloroethylene 0.70 Iron monitor Manganese monitor pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 003, based on a design flow of 0.029 mgd, are:
Specific Daily Instantaneous Substance Maximum (mg/l) Maximum (mg/l) Trichloroethylene 0.06 0.09 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 004, based on a design flow of 0.742 mgd, are:
Specific Daily Instantaneous Substance Maximum (mg/l) Maximum (mg/l) Trichloroethylene 0.01 0.015 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 005, based on a design flow of 0.15 mgd, are:
Specific Monthly Daily Instantaneous Substance Average (mg/l) Maximum (mg/l) Maximum (mg/l) Chromium 1.71 2.77 4.28 Chromium (Hex.) 0.15 0.30 0.45 Zinc 1.0 2.0 2.5 Trichloroethylene 0.20 Iron monitor Manganese monitor pH 6.0 to 9.0 at all times The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0217085. Industrial waste, SIC: 3312, Gautier Steel, Ltd., 80 Clinton Street, Johnstown, PA 15901.
This application is for renewal of an NPDES permit to discharge untreated cooling water, stormwater and groundwater from its Johnstown facility in the City of Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters of Little Conemaugh 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 Saltsburg Municipal W. W., located at 308 Point Street, Saltsburg, PA, 49 miles below the discharge point.
Outfall 003: existing discharge, design flow of 0.11 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfall 014 also discharges emergency overflow from 12" mill pumping stations. Outfall 303 also serves as an emergency overflow from scale pit and pumping station.
The EPA waiver is in effect.
Outfall 001: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report This outfall receives and discharges emergency overflow from 9"-2 and 14" mill
pumping station and stormwater/groundwater.The above limits only apply when there is an emergency overflow discharge. pH not less than 6.0 nor greater than 9.0 Outfall 303: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge, design flow of 0.01 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 334/304: existing discharge, design flow of 3.03 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 282.5 752.5 15 40 Oil and Grease 188.45 10 pH not less than 6.0 nor greater than 9.0 Outfall 014: existing discharge, design flow of 0.06 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfalls 002, 005--013, 015--019: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge from these outfalls shall consist of
uncontaminated stormwater runoff and groundwater.PA 0021628. Sewage, Salisbury Borough, P. O. Box 343, Salisbury, PA 15558.
This application is for renewal of an NPDES permit to discharge treated sewage from the Salisbury Borough Sewage Treatment Plant in Salisbury Borough, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Casselman 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: Ohiopyle Borough Municipal Water Works on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.1 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 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 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0036331. Sewage, George and Marion Fleeher, 18 Timbercrest Circle, Cecil, PA 15321.
This application is for renewal of an NPDES permit to discharge treated sewage from George and Marion Fleeher Sewage Treatment Plant in Cecil Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Millers 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: West View Municipal Authority located on the Ohio River.
Outfall 001: existing discharge, design flow of 0.05 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 60 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 1.9 3.8 (11-1 to 4-30) 4.3 8.6 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 0.1 0.2 Dissolved Oxygen not less than 5.0 mg/l 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 0041921. Sewage. Holy Sepulcher Parish, 1304 East Cruikshank Road, Butler, PA 16002-8906.
This application is for renewal of an NPDES Permit, to discharge treated sewage to unnamed tributary to Glade Run in Middlesex Township, Butler 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 Zelienople Municipal Waterworks on Connoquenessing Creek located at river mile 22.5 and is located 20.7 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.02500 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 30 60 Ammonia-Nitrogen 3 6 Phosphorus (4-1 to 10-31) 2 4 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 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 0101087. Sewage. Twilight Mobile Home Park, 1324 South Shore Drive # 601, Erie, PA 16505-2536.
This application is for renewal of an NPDES Permit, to discharge treated sewage to unnamed tributary to Sanky Run in Mahoning Township, Lawrence 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 New Castle District Pennsylvania-American Water Company on the Shenango River located at river mile 5.1 and is located 5.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.01750 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 5 10 (11-1 to 4-30) 15.0 30 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 7,500/100 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 0102580. Sewage. Baxter Mobile Home Park, 457 Jamisonville Road, Butler, PA 16001.
This application is for renewal of an NPDES Permit, to discharge treated sewage to unnamed tributary to Stony Run in Center Township, Butler 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 Zelienople Municipal Waterworks on Connoquenessing Creek located at rivermile 22.5 and is located 12.0 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.02500 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Ammonia-Nitrogen (5-1 to 10-31) 1.5 3 (11-1 to 4-30) 4.5 9 Phosphorus (4-1 to 10-31) 2 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 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0102041. Sewage. Morrison Mobile Home Park, R. D. 6, Box 457, New Castle, PA 16101.
This application is for renewal of an NPDES Permit, to discharge treated sewage to unnamed tributary to Big Run in Slippery Rock Township, Lawrence 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 Beaver Falls Municipal Authority on the Beaver River located at river mile 3.8 and is located 32.9 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.01365 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 11 22 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 1.4 3.2 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
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