NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[29 Pa.B. 1749]
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 office noted above the application 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 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.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
PA 0051012. Sewage, John Bradley and Theresa Breslin, 107 Stenton Avenue, Plymouth Meeting, PA 19462.
This application is for renewal of an NPDES permit to discharge treated sewage from a small flow sewage treatment plant in Whitemarsh Township, Montgomery County. This is an existing discharge to an unnamed tributary to Wissahickon 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 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine monitor/report monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3.0 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 0056065. Sewage, Enserv, Inc., 1145 King Road, Immaculata, PA 19345-0631.
This application is for renewal of an NPDES permit to discharge treated sewage from Immaculata College STP in East Whiteland Township, Chester County. This is an existing discharge to unnamed tributary to Valley Creek.
The receiving stream is classified for the following uses: exceptional value waters, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of .0977 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 20 40 Suspended Solids 20 40 Ammonia (as N) (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.7 7.4 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 7.0 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 0038903. Industrial waste, SIC: 5171, Sun Company, Inc. (R&M), Malvern Terminal, 1801 Market Street, Philadelphia, PA 19103.
This application is for renewal of an NPDES permit to discharge treated stormwater runoff from a Petroleum Marketing Terminal in East Whiteland Township, Chester County. This is an existing discharge to Little Valley Creek.
The receiving stream is classified for exceptional value waters, navigation and esthetics.
The proposed effluent limits for Outfall 001 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. Product Contaminated Stormwater Runoff
2. Monitoring and Reporting
3. PPC Plan Requirements
4. Other Wastewaters
5. Definitions
The EPA waiver is in effect.
PA 0038296. Industrial waste, Sun Company, Inc. (R&M), Ten Penn Center, 1801 Market Street, Philadelphia, PA 19103.
This application is for renewal of an NPDES permit to discharge treated stormwater runoff from a petroleum marketing terminal in Upper Moreland Township, Montgomery County. This is an existing discharge to an unnamed tributary of Pennypack Creek.
The receiving stream is classified for trout stocking, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Recoverable Petroleum Hydrocarbons monitor/only Other Requirements:
1. Product Contaminated Stormwater Runoff
2. Monitoring and Reporting
3. PPC Plan Requirements
4. Other Wastewaters
5. Definitions
The EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0020435-A1. Sewerage, White Haven Municipal Authority, 50 East Woodhaven Drive, White Haven, PA 18661.
This proposed action is for renewal issuance amendment of an NPDES permit to discharge treated sewage into Lehigh River in White Haven Borough, Luzerne County.
The receiving stream is classified for the following uses: high quality, cold water fishery, aquatic life, water supply and recreation.
Effluent requirements for TDS, NO2-NO3, fluoride and phenolics were evaluated at the point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of .45 mgd, are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 20 30 40 Total Suspended Solids 25 40 50 NH3-N (5-1 to 10-31) 3.5 7 (11-1 to 4-30) 10.5 21 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 .75 1.5 The EPA waiver is in effect.
PA 0063886. Sewerage, David Bohning, 102 West Main Street, Bath, PA 18014.
This proposed action is for issuance of an NPDES permit to discharge treated sewage from a single family residence sewage treatment plant into East Branch Saucon Creek in Lower Saucon Township, Northampton County.
The receiving stream is classified for the following uses: aquatic life, cold water fishery, water supply and recreation.
Effluent limits for TDS, NO2-NO3, fluoride and phenolics are evaluated at the Northampton Borough Water Authority intake on the Lehigh River.
The proposed effluent limits for Outfall 001, based on a design flow of .0004 mgd, are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 25 50 Total 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 pH 6.0 to 9.0 standard units at all times. Total Residual Chlorine monitor and report 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 0070335. Industrial waste, SIC: 3325, McConway & Torley Corporation, 230 Railroad Street, Kutztown, PA 19530.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Sacony Creek, in Kutztown Borough, Berks 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 City of Reading located in Ontelaunee Township. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.203 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 s. u. at all times Temperature 110°F The proposed effluent limits for Outfall 002 for a design flow of 0.115 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Lead 0.034 0.068 0.085 Total Zinc monitor and report -- -- Total Aluminum monitor and report -- -- pH 6.0 to 9.0 s. u. at all times The proposed effluent limits for Outfall 101 for a design flow of 0.203 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Antimony 0.071 0.142 0.178 Total Copper 0.081 0.162 0.203 Total Lead 0.034 0.068 0.085 Total Mercury 0.00009 0.00018 0.00023 Total Zinc 0.123 lbs. 0.246 lbs. 0.308 lbs. Oil and Grease 2.2 lbs. 4.4 lbs. 5.5 lbs. Total Suspended Solids 3.3 lbs. 6.6 lbs. 8.25 lbs. pH 6.0 to 9.0 at all times Persons 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 0042137. Industrial waste, SIC: 2851, The Glidden Company (t/a ICI Paints), 301 Bern Street, Reading, PA 19601-1252.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Bernhart Creek, in Reading City, Berks 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 Pottstown Borough located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfalls 002, 003 and 004 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6--9 at all times The proposed effluent limits for Outfalls 005 and 006 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD monitor and report COD monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Total Kjeldahl Nitrogen monitor and report Total Phosphorus monitor and report Dissolved Iron monitor and report Persons 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 0025381. Sewage, SIC: 4952, Saxton Borough Municipal Authority, P. O. Box 173, Saxton, PA 16678.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Raystown Branch Juniata River, in Liberty Township, Bedford County.
The receiving stream is classified for trout stocking 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 U. S. Army Corps of Engineers located in Hopewell Township, Huntingdon County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.40 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 XXX 50 Total Suspended Solids 30 45 XXX 60 Total Phosphorus 2.0 XXX XXX 4.0 Total Residual Chlorine 1.0 XXX XXX 2.0 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--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 Persons 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 0037711. Sewage, SIC: 4952, Borough of Everett Area Municipal Authority, 100 Mechanic Street, Everett, PA 15537-1177.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Raystown Branch Juniata River, in Everett Borough, Bedford County.
The receiving stream is classified for trout stocking 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 Saxton Municipal Water located in Saxton Borough, Bedford County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.87 mgd (annual average) and 1.08 mgd (monthly maximum) are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine 0.79 XXX 2.58 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 44,000/100 ml as a geometric average Outfalls 002, 003, 004, 005 and 006 are combined sewer overflows and Part C includes special requirements for these outfalls.
Persons 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 0022209. Sewage, SIC: 4952, Municipal Authority of the Borough of Bedford, 244 West Penn Street, Bedford, PA 15522.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Raystown Branch Juniata River, in Bedford Township, Bedford County.
The receiving stream is classified for trout stocking 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 Saxton Municipal Water Plant located in Saxton Borough, Bedford County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.5 mgd (annual average) and 1.8 mgd (monthly maximum) 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) 7.5 XXX 15 (11-1 to 4-30) monitor and report XXX monitor and report Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine 0.44 XXX 1.43 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 10,000/100 ml as a geometric average Outfalls 002 and 003 are combined sewer overflows that are subject to special requirements presented in Part C of the permit.
Persons 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 not in effect.
PA 0082741. Industrial waste, SIC: 4941, Elizabethtown Borough, 600 South Hanover Street, Elizabethtown, PA 17022.
This application is for renewal of an NPDES permit for an existing diversion of water from the Conewago Creek to an unnamed tributary of Conoy Creek, in Mount Joy Township, Lancaster County.
The receiving stream is classified for trout stocking 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 Elizabethtown Borough located in Elizabethtown 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 1.0 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor Persons 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 0083496. Industrial waste, SIC: 4953, Lancaster County Solid Waste Management Authority Resource Recovery Facility, 1299 Harrisburg Pike, P. O. Box 4425, Lancaster, PA 17604.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to dry swale tributary to the Susquehanna River, in Conoy Township, Lancaster County.
The receiving stream is classified for the 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 Columbia Borough Water Company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfalls 001 and 002 for stormwater are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Lead monitor Total Cadmium monitor Persons 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, 208 W. Third Street Suite 101, Williamsport, PA 17701-6510, (717) 327-3666.PA 0111929. SIC: 4952, Lawrenceville Borough Authority, P. O. Box 115, Lawrenceville, PA 16829.
This proposed action is to renew the NPDES permit. The discharge of treated sewage is at the existing location on the Tioga River in Lawrenceville Borough, 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 existing downstream potable water supply (PWS) considered during the evaluation is PA-NY border located 1.1 river miles downstream.
The proposed effluent limits for Outfall 001, based on the existing design flow of 0.10 mgd are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum2 pH (std units) within the range 6.0--9.0 Total Cl2 Residual 1.0r 2.3 CBOD5 25 40 50 TSS 30 45 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 Other Conditions: None.
The EPA waiver is in effect.
PA 0112445. SIC: 2011, P&N Packing, Inc., R. R. 2, Box 180, Wyalusing, PA 18853-9671.
This proposed action is for renewal of an NPDES permit for discharge of treated industrial waste to the North Branch Susquehanna River in Terry Township, Bradford 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 located at Danville approximately 119 miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.025 mgd, are:
Specific Monthly Daily Instantaneous Substance Average (mg/l) Maximum (mg/l) Maximum (mg/l) BOD5 65 150 200 TSS 50 75 100 Oil and Grease 15.0 25.0 30.0 NH3-N 92 333 400 Fecal Coliforms 400 mpn/100 ml pH 6.0--9.0 std units The EPA waiver is in effect.
PA 0033502, Amendment No. 1, Sewerage, SIC: 4952, Bradford County, Bradford County Courthouse, Towanda, PA 18848.
This proposed action is for an NPDES permit amendment for an existing discharge of treated sewage wastewater to Sugar Creek in West Burlington Township, Bradford County.
The receiving stream is classified for the following uses: trout stocking 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 approximately 150 river miles downstream.
The proposed effluent limits for Outfall 001, based on increasing the design flow to 0.075 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) 10 15 20 Total Cl2 Residual 0.9 3 Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0--9.0 at all times These limitations will become enforceable when the new sewage treatment plant is in operation.
The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0027651. Sewage, West Newton Borough, 112 South Water Street, West Newton, PA 15089.
This application is for renewal of an NPDES permit to discharge treated sewage from West Newton Borough Sewage Treatment Plant in West Newton, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Youghiogheny 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 McKeesport Municipal Authority.
Outfall 001: existing discharge, design flow of 0.6 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 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 (1st month--36th month) monitor and report (37th month--expiration) 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0092371. Sewage, Fayette County Housing Authority, 624 Pittsburgh Road, P. O. Box 1007, Uniontown, PA 15401.
This application is for renewal of an NPDES permit to discharge treated sewage from the Dunlap Creek Village STP in Redstone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as 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 Brownsville Water Company.
Outfall 001: existing discharge, design flow of .045 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 22 33 44 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 10,000/100 ml as a geometric mean Total Residual Chlorine (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 0216411. Sewage, Duquesne Light Company, P. O. Box 457, Greensboro, PA 15338.
This application is for renewal of an NPDES permit to discharge treated sewage from Warwick Mine Coal Prep Plant Sewage Treatment Plant in Monongahela Township, Greene 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 Masontown Water Works.
Outfall 009: existing discharge, design flow of .0014 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 monitor and report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0218065. Sewage, Roxcoal, Inc., P. O. Box 149, 1576 Stoystown Road, Friedens, PA 15541.
This application is for issuance of an NPDES permit to discharge treated sewage from the Roxcoal, Inc. North Branch Mine Sewage Treatment Plant in Green Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of North Branch Two Lick Creek, 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 PA American Water Company--Indiana, located on Two Lick Creek approximately 11 miles downstream.
Outfall 001: new discharge, design flow of 0.004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 13 26 (11-1 to 4-30) 25 50 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 0218103. Sewage, Worthington-West Franklin Joint Municipal Authority, P. O. Box 0, Worthington, PA 16262.
This application is for issuance of an NPDES permit to discharge treated sewage from the Worthington STP in West Franklin Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Buffalo Creek, which are classified as a high quality-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 Creekside Mushrooms, Ltd. on Buffalo Creek.
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