NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[28 Pa.B. 1563]
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 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 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 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 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.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
PA 0055786. Sewage, William and Lisa Schatz, 43 Carter Road, Thornton, PA 19373.
This application is for renewal of an NPDES permit to discharge treated sewage from a single residence sewage treatment plant in Thornbury Township, Delaware County. This is an existing discharge to unnamed tributary to West Branch of Chester Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform 200 #/100 ml Dissolved Oxygen minimum of 3.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Total Residual Chlorine monitor/report monitor/report PA 0051454. Sewage, Kimmel Enterprises, Inc., 1055 West Germantown Pike, Norristown, PA 19403.
This application is for renewal of an NPDES permit to discharge treated sewage from a small flow treatment plant in East Norriton Township, Montgomery County. This is an existing discharge to an unnamed tributary to Stony Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 1,460 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Total Residual Chlorine (Years 1 and 2) monitor/report (Years 3, 4 and 5) 0.5 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0041718. Industrial waste, Louis Dreyfus Energy, 58th Street and Schuylkill River, Philadelphia, PA 19142.
This application is for renewal of an NPDES permit to discharge stormwater from the Louis Dreyfus Associates Petroleum Marketing Terminal, located in the City of Philadelphia, Philadelphia County. This is an existing discharge to the Schuylkill River.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average storm event, are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Recoverable Petroleum Hydrocarbons monitor/report Other Requirements:
1. DMR to DRBC
2. Product Contaminated Stormwater Runoff
3. Monitoring and Reporting
4. PPC Plan Requirements
5. Other Wastewaters
6. Definitions
The EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (717) 826-2553.PA0061107. Sewerage, Stillwater Sewer Corporation, c/o NEPA Management Associates, 304 Park Avenue, Stroudsburg, PA 18360-1524.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Hawkey Creek in Coolbaugh Township, Monroe County.
The receiving stream is classified for the following uses: high quality, cold water fishery, 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 at the point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.235 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 15.0 30.0 Total Suspended Solids 30.0 60.0 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorous as P 1.0 2.0 Dissolved Oxygen a minimum of 6.0 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--9.0 standard units at all times Total Residual Chlorine (Months 1 to 36) monitor and report (Months 37 to 60) 0.8 1.8 The EPA waiver is in effect.
PA 0051551. Industrial waste, SIC: 3443, Ecolaire, Inc., 1550 Lehigh Drive, Easton, PA 18042.
This proposed action is for renewal of an NPDES permit to discharge process wastewater cooling water into Lehigh River in West Easton Borough, Northampton County.
The receiving stream is classified for the following uses: high quality, cold water, warm water trout stocking 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 (PWS) considered during the evaluation is City of Philadelphia water supply on Delaware River.
Outfall 001
The proposed effluent limits based on a design flow of .0001 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) pH 6--9 standard units at all times Outfall 002
The proposed effluent limit based on a design flow of .01 mgd.
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) pH 6--9 standard units at all times Temperature monitor/report Outfall 003
The proposed effluent limits based on a design flow of .001 mgd.
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) pH 6--9 standard units at all times The EPA waiver is in effect.
PA 0043044. Sewerage, Ringtown Sewer Authority, P. O. Box 202, Ringtown, PA 17967.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Dark Run in Ringtown Borough, Schuylkill 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 Company on the North Branch of Susquehanna River.
The proposed effluent limits for Outfall 001, based on a design flow of .125 mgd are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 5 10 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--9.0 standard units at all times Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) .5 1.2 The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6510, (717) 327-3666.PA 0113484. SIC: 4952, Robinson Mobile Home Park, 1727 West Roosevelt Highway, Mansfield, PA 16933.
This proposed action is for issuance of an NPDES permit for an existing discharge of treated sewage to unnamed tributary of North Elk Run in Richmond Township, Tioga 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 downstream potable water supply (PWS) considered during the evaluation is the New York/Pennsylvania Border.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0078 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 NH3-N (5-1 to 9-30) 5 10 NH3-N 15 30 Total Residual Chlorine 1 2.3 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:
The EPA waiver is in effect.
PA 0209562. Industrial waste, SIC: 4953, Eagle Environmental L. P., 9 Logan Boulevard, Altoona, PA 16602.
This proposed action is for issuance of an NPDES permit for a new discharge of treated industrial wastewater to Chest Creek in Chest Township, Clearfield County.
The receiving stream 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 downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001, based on a design flow of 0.061 mgd, are:
Monthly Maximum Instantaneous Specific Substance Average (mg/l) Daily (mg/l) Maximum (mg/l) TSS 100.000 200.000 250.000 BOD5 100.000 200.000 250.000 Ammonia-N 20.000 40.000 50.000 Total Antimony 0.450 0.900 1.125 Arsenic +3 0.050 0.100 0.125 Total Beryllium 0.005 0.010 0.013 Total Cadmium 0.005 0.010 0.013 Total Chromium 0.125 0.250 0.313 Total Copper 0.050 0.100 0.125 Total Lead 0.036 0.072 0.090 Total Nickel 0.150 0.300 0.375 Total Selenium 0.075 0.150 0.188 Total Silver 0.010 0.020 0.025 Total Thallium 0.100 0.200 0.250 Total Zinc 1.000 2.000 2.500 Total Cyanide 0.020 0.040 0.050 Total Barium 0.100 0.200 0.250 Total Boron 0.450 0.900 1.125 Total Cobalt 0.050 0.100 0.125 Total Iron 3.000 6.000 7.500 Total Manganese 1.000 2.000 2.500 Total Tin 0.450 0.900 1.125 Total Aluminum 0.275 0.550 0.688 Total Vanadium 0.009 0.018 0.023 Benzene 0.050 0.100 0.125 Chlorobenzene 0.050 0.100 0.125 Chloroform 0.010 0.020 0.025 1,1-Dichloroethane 0.090 0.180 0.225 Chloromethane 0.100 0.200 0.250 Methylene Chloride 0.100 0.200 0.250 Toluene 0.050 0.100 0.125 1,2-Trans-Dichloroethylene 0.030 0.060 0.075 1,1,1-Trichloroethane 0.100 0.200 0.250 Phenol 0.050 0.100 0.125 Butybenzyl Phthalate 0.010 0.020 0.025 2-Chloro-Naphthalene 0.010 0.020 0.025 Diethyl Phthalate 0.025 0.050 0.063 Isophorone 0.050 0.100 0.125 Lindane (gamma-BHC) 0.007 0.014 0.018 4,4`-DDT 0.005 0.005 0.005 Acetone 0.109 0.218 0.273 2-Butanone (MEK) 0.210 0.420 0.525 Bis-(Chloromethyl)-Ether 0.015 0.030 0.038 1,2,3-Trichloropropane 0.100 0.200 0.250 Xylene (Mixed Isomer) 0.010 0.020 0.025 1-Propanol 0.550 1.100 1.375 2-Propanol 0.540 1.080 1.350 Tetrahydrofuran 0.025 0.050 0.063 p-Cresol 0.050 0.100 0.125 2-Hexanone 0.015 0.030 0.038 4-Methyl-2-Pentanone 0.015 0.030 0.038 Dibromomethane 0.010 0.020 0.025 Oil and Grease 15.000 30.000 30.000 The EPA waiver is in effect.
PA 0113506. SIC: 4952, David Valenti (Shady Oaks Mobile Home Park), 1946 Wyoming Avenue, Exeter, PA 18643.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Mud Creek in Derry Township, Montour County.
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 Sunbury Municipal Authority located 22 miles downstream on the Susquehanna River.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0029 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 2.0 4.6 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 0110485. SIC: 4952, Columbia County Industrial Development Authority, 238 Market Street, Bloomsburg, PA 17815-1769.
This proposed action is for renewal of an NPDES permit for discharge of treated sewage to the Susquehanna River in South Centre Township, Columbia County.
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 downstream potable water supply (PWS) considered during the evaluation is Shamokin Dam located approximately 30 miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.035 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 1.0 2.3 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 su 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 0026514. Sewage, West Mifflin Sanitary Sewer Municipal Authority, 1302 Lower Bull Run Road, West Mifflin, PA 15122-2902.
This application is for renewal of an NPDES permit to discharge treated sewage from the Kenmore Sewage Treatment Plant in West Mifflin Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela 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 PA American Water Company located on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.48 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) 2,000/100 ml as a geometric mean Total Residual Chlorine 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0091146. Sewage, North Union Township Municipal Services Authority, 7 South Evans Station Road, Lemont Furnace, PA 15456.
This application is for renewal of an NPDES permit to discharge treated sewage from the Industrial Park No. 2 STP in North Union Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Gist 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 North Fayette County Municipal Authority.
Outfall 001: existing discharge, design flow of .054 mgd.
Concentration (mg/l) Average Average Instantaneous Parameter Monthly Weekly Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.5 3.8 5.0 (11-1 to 4-30) 6.0 9.0 12.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 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.
PA 0098183. Sewage, Gary A. Sippel, 2593 Wexford-Bayne Road, Sewickley, PA 15143.
This application is for amendment of an NPDES permit to discharge treated sewage from the Stone Mansion Sewage Treatment Plant in Franklin Park Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of East Branch Big Sewickley 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 ARCO Chemical Company BV Plant at Ohio River Mile 29.5.
Outfall 001: existing discharge, design flow of 0.0283 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) 3.0 6.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine monitor and report Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 The above listed flow and corresponding effluent limitations will be in effect until expiration of the permit unless the proposed facility expansion is accomplished and in operation prior to the expiration date.
Outfall 001: proposed expansion discharge, design flow of 0.03583 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) 3.0 6.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 The above listed flow and corresponding effluent limitations would be applicable upon expansion of the existing facility. Before the facility can be expanded, the applicant must obtain an amendment to his Water Quality Management Permit No. 0288428.
The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0210498. Sewage. Dennis J. Spirk, Pittsburgh N. Truck Stop, 22237 Perry Highway, Zelienople, PA 16063.
This application is for renewal of an NPDES permit, to discharge treated sewage to an Unnamed Tributary to Glade Run in Jackson Township, Butler County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 the Municipal Authority of the Township of North Sewickley located at river mile 7.56, which is approximately 29 miles below point of discharge.
The proposed discharge limits for Outfall 001, based on a design flow of 0.005800 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 8 16 (11-1 to 4-30) monitor and report 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 Phosphorus (4-1 to 10-31) 2 4 Total Residual Chlorine 1.5 3.5 Dissolved Oxygen minimum of 3.0 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0101176. Sewage. Harvey J. Wolfe, 1547 Rosely Road, St. Marys, PA 15857.
This application is for renewal of an NPDES permit to discharge treated sewage to Unnamed Tributary to the South Fork in the City of St. Marys, Elk County. This is an existing discharge.
The receiving water is classified for the following uses: high quality 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 the Emporium Water Company on West Creek located at Emporium, approximately 17.6 miles below point of discharge.
The proposed discharge limits for Outfall 001, based on a design flow of 0.000350 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 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 monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
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