NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 5029]
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 wastewater into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standard 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 the 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 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 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 0054453. Industrial waste, Otter Recycling Center, 570 Otter Street, Bristol, PA 19007.
This application is for renewal of an NPDES permit to discharge stormwater from Otter Recycling Center in Bristol Township, Bucks County. This is an existing discharge to Mill 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, are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 monitor/report monitor/report Total Suspended Solids monitor/report monitor/report Total Phorphorus monitor/report monitor/report pH monitor/report monitor/report Chemical Oxygen Demand monitor/report monitor/report Oil to Grease monitor/report monitor/report Total Kjeldahl Nitrogen monitor/report monitor/report Iron (Dissolved) monitor/report monitor/report Other Conditions:
Prohibition of non-stormwater discharges.
The EPA waiver is in effect.
PA 0045021. Industrial waste, MSC PreFinish Metals, Inc., 120 Enterprise Avenue, Morrisville, PA 19067-3797.
This application is for renewal of an NPDES permit to discharge treated process wastewater and stormwater from MSC PreFinish Metals, Inc. facility in Falls Township, Bucks County. This is an existing discharge to Biles 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 0.0334 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 75 Total Dissolved Solids 2,500 5,000 6,250 Oil and Grease 15 30 Temperature (°F) 110° pH within limits of 6.0--9.0 standard units at all times Total Chromium 0.104 (lbs/day) 0.259 (lbs/day) 0.935 Total Cyanide 0.072 (lbs/day) 0.177 (lbs/day) 0.65 Total Zinc 0.16 0.32 0.40 Total Copper 0.023 0.046 0.057 Aluminum 0.171 (lbs/day) 0.414 (lbs/day) 2.98 Total Iron 0.332 (lbs/day) 0.653 (lbs/day) 3.0 Hex Chromium 0.02 0.04 0.05 Dissolved Iron 0.72 1.43 1.79 Free Cyanide 0.012 0.024 0.03 Tetrachloroethylene monitor/report monitor/report monitor/report Monitoring of above parameters required only during Industrial Wastewater discharges.
The proposed effluent limits for Monitoring Point MP101 (Industrial Wastewater treatment plant, before commingled with NCCW), based on an average flow of 0.02 mgd are as follows:
Instantaneous Instantaneous Parameter Minimum Maximum PH (STD Units) 7.5 10.0 The proposed effluent limits for Outfalls 003 and 004 (stormwater) are as follows:
Parameter Maximum Daily (mg/l) CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report pH monitor/report Total Suspended Solids monitor/report Total Kjeldahl Nitrogen monitor/report Total Phorphorus monitor/report Dissolved Iron monitor/report Other Conditions:
EPA waiver is not in effect.
Conditions for future permit modification.PA 0034100. Sewage, Malvern Courts, Inc., 85 Bacton Hill Road, Frazer, PA 19355.
This application is for renewal of an NPDES permit to discharge treated sewage from a sewage treatment plant serving Malvern Courts development of mobile homes in East Whiteland Township, Chester County. This is an existing discharge 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 23,000 are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 Total Residual Chlorine 0.24 0.55 (years 1 and 2) Total Residual Chlorine Non-detect Non-detect (years 3, 4, and 5) Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 6.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
PA 0013463. Industrial waste, U. S. Steel Group, a Unit of USS Corporation--Fairless Works, Fairless Hills, PA 19030.
This application is for renewal of an NPDES permit to discharge treated process wastewater, cooling water and stormwater from U.S.S. Fairless Works in Falls Township, Bucks County. This is an existing discharge to Delaware River Estuary Zone 2.
The receiving stream is classified for the following uses: warm water fishery, migratory fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002, NCCW and SWRO, are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Annual (mg/l) Maximum (mg/l) Temperature 110°F Oil and Grease 15 30 pH within limits of 6.0--9.0 standard units at all times CBOD5* monitor/report monitor/report COD* monitor/report monitor/report Oil and Grease* monitor/report monitor/report Total Suspended Solids* monitor/report monitor/report Total Lead* monitor/report monitor/report Total Chromium* monitor/report monitor/report Total Copper* monitor/report monitor/report Total Cadmium* monitor/report monitor/report Iron (Dissolved)* monitor/report monitor/report *These parameters shall be monitored during storm event while no NCCW discharges.
The proposed effluent limits for outfall 003, consist of treated process wastewater, cooling wastewater and treated sewage are as follows:
Tidal conditions at outfall 003 make monitoring impossible. Therefore contributions to outfall 003 are monitored at monitoring points as follows:
Monitoring Point Description of Wastewater MP103 - Treated Process Wastewater from terminal treatment plant MP203 - Treated Sewage Wastewater MP303 - Cooling water and SWRO MP404 - Treated Process Wastewater from finishing mill treatment plant The proposed effluent limits for Monitoring Point MP103, treated process wastewater from terminal treatment plant based on an average flow of 6.7 MGD are as follows:
Mass Units (lb/days) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD5 M/R M/R Total Suspended Solids 2639 6228 M/R M/R 118 Total Dissolved Solids 1000 2000 2500 Oil and Grease 928 2362 M/R M/R 41.5 CBOD20 2500 BOD5 (% Removal) 88.5 Phenols, Total M/R M/R pH within limits of 6.0--9.0 STD Units all times Color (Pt-Co) monitor/report Total Residual Chlorine* 0.5 1.2 *This limit is applicable only when chlorine is used in the process for algae control.
The proposed effluent limits for monitoring point MP203 (treated sewage), based on an average flow of 0.194 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) BOD5 30 60 Suspended Solids 30 60 CBOD20 (lbs/day) 67 BOD5 (% Removal) 88.5 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for monitoring point MP303 (cooling water), based on an average flow of 0.046 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Oil and Grease 15 30 Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Fecal Coliform monitor/report monitor/report The proposed effluent limits for monitoring point MP403, treated process wastewater from finishing mill treatment plant, based on an average flow of 2.34 mgd are as follows:
Mass Units (lb/days) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Lead 10.3 29.0 M/R M/R 1.56 Total Zinc 13.3 34.7 M/R M/R 1.78 Total Chromium M/R M/R 0.348 0.680 0.87 Total Nickel M/R M/R 0.535 1.18 1.34 Naphthalene 1.541 M/R M/R 0.10 Hex Chromium 0.25 0.58 M/R M/R 0.038 Total Cadmium M/R M/R 0.054 0.137 Total Copper M/R M/R 0.403 0.774 1.0 Total Cyanide M/R M/R 0.1 0.185 1.0 Total Silver M/R M/R 0.04 0.07 0.1 Total Toxic Organics (TTO)*** M/R 2.13 Tetra Chloroethylene 2.31 M/R 0.12 The proposed effluent limits for outfalls 005, 007, and 009 (stormwater) are as follows:
Average Maximum Parameter Annual (mg/l) Daily (mg/l) CBOD5 monitor/report monitor/report Total Suspended Solids monitor/report monitor/report Oil and Grease monitor/report monitor/report pH monitor/report monitor/report Iron (Dissolved) (005, 009 only) monitor/report monitor/report Total Zinc (007 only) monitor/report monitor/report The proposed effluent limits for Outfalls 010 and 011 (Intake Screen backwash water) are as follow:
The materials (Solids and other debris) physically or mechanically removed by USS in backwash operation shall not be returned to surface waters. The disposal of this material shall prevent any discharge of removed substances to the surface waters.
Other Conditions:
The EPA Waiver is not in effect.
CBOD20 Allowances.
88.5 percent reduction of BOD5 per DRBC requirements.
Thermal Requirements.
TTO definition.
Approved Chemical Additives.
Special Test Methods for certain pollutants.
PA 0026701. Sewage, The Municipal Authority of the Borough of Morrisville, 35 Union Street, Morrisville, PA 19067.
This application is for renewal of an NPDES permit to discharge treated sewage and stormwater from Morrisville Borough Wastewater treatment plant in Morrisville Borough, Bucks County. This is an existing discharge to the Delaware River--Estuary Zone 2.
The receiving stream is classified for the following uses: warm water fishery, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 7.1 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) BOD5 27.8 41.7 55.6 BOD5 % Removal >=88.5 Total Suspended Solids 30 45 60 TSS % Removal >=85 Ammonia (as N) 35 70 CBOD20 (lbs/day) 2,418 Phorphorus (as P) monitor/report monitor/report Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Total Antimony monitor/report Total Cadmium monitor/report Total Copper monitor/report Hex Chromium monitor/report Total Mercury monitor/report Total Silver monitor/report Total Thallium monitor/report Total Zinc monitor/report Bis (2-Ethylhexyl) Phthalate monitor/report Trichloroethylene monitor/report Chloroform monitor/report Tetrachloroethylene monitor/report 1,2, Dichloroethane monitor/report 1,1, Dichloroethylene monitor/report Other Conditions:
The EPA waiver is not in effect.
Conditions for future permit modification.
BOD20 load allocation per DRBC requirements.
Effective disinfection.85% reduction of TSS per DRBC requirements.
88.5% reduction of BOD5 per DRBC requirements.
Special Test Methods for certain pollutants.
Future pretreatment requirements.
Completion of required permit renewal WET tests.
WET testing per DRBC requirements.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0060216. Sewerage, John T. Howe, Inc., P. O. Box 125, Lake Ariel, PA 18436.
This proposed action is for renewal of an NPDES permit to discharge treated sewage and stormwater runoff into Uban Creek in Sterling Township, Wayne County.
The receiving stream is classified for the following uses: high quality, cold water, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of .0485 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20.0 40.0 (11-1 to 4-30) 25.0 50.0 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 to 9.0 standard units at all times Outfall 002--Stormwater Runoff
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) Oil and Grease 15.0 30.0 pH 6.0 to 9.0 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 0083844. SIC Code 4941, Industrial waste, East Petersburg Borough, 6040 East Main Street, East Petersburg, PA 17520.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to the Little Conestoga Creek in Watershed 7-J (Conestoga River), in East Petersburg Borough, 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 the Holtwood Dam Power Plant located in Martic Township, 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 0.022 mgd are:
Average Maximum Instantaneous Parameter Monthly (mos/kg) Daily (mos/kg) Maximum (mos/kg) Osmotic Pressure XXX 1,200 1,500 pH 6--9 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 0024708. SIC Code 4952, Sewage, Municipal Authority of the Township of Union, P. O. Box 5625, Belleville, PA 17004-9701.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Kishacoquillas Creek in Watershed 12-A (Kishacoquillas--Jacks Creeks), in Union Township, Mifflin County.
The receiving stream is classified for cold 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 United Water Company intake located on the Susquehanna River in Harrisburg. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a 5-year projected flow of 0.253 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 29 43.5 58 Total Suspended Solids 39 58.5 78 NH3-N (5-1 to 10-31) 14 XXX 28 (11-1 to 4-30) monitor and report XXX XXX Total Phorphorus monitor and report XXX XXX Total Residual Chlorine 0.7 XXX 2.3 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) 9,300/100 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 not in effect.
PA 0081001. SIC Code 4952, Sewage, Saint Thomas Township Municipal Authority, 6442 Lincoln Way West, Saint Thomas, PA 17252.
This application is for renewal of an NPDES permit for existing discharge of treated sewage to Back Creek, in Saint Thomas Township, Franklin County.
The receiving stream is classified for trout stocking fisheries, 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 Hagerstown located in Hagerstown, MD. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.400 mgd 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) 6 12 (11-1 to 4-30) 18 36 Total Residual Chlorine 1.0 2.0 Total Phorphorus monitor and report 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) 21,500/100 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 0087190. SIC Code 4952, Sewage, St. Thomas Township Municipal Authority, 642 Lincoln Way West, St. Thomas, PA 17252.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Wilson Run in watershed 13-C (Conocoheague--Antietam Creeks), in St. Thomas Township, Franklin County.
The receiving stream is classified for trout stocking fishes (TSF), 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 Hagerstown located in Hagerstown, MD. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.06 mgd 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) 5.5 XXX 11 (11-1 to 4-30) 16.5 XXX 33 Total Phorphorus monitor and report Total Residual Chlorine 0.5 XXX 1.6 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) 6,000/100 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.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street--Suite 101, Williamsport, PA 17701-6448, (570) 327-3666.PA 0228290. SIC 4952, Leonard Boras, 119 1/2 Peony Avenue, Pittsburgh, PA 15229.
This proposed action is for a new NPDES permit for the discharge of treated sewage to an unnamed tributary to Clover Run in Bell Township, Clearfield 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 existing downstream potable water supply (PWS) considered during the evaluation is the Punxsutawney Reservoir, located 2.7 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0004 mgd are:
Average Instantaneous Discharge Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Chlorine Residual monitor/report monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average pH 6.0--9.0 at all times Other Conditions: none The EPA waiver is in effect.
PA 0209261. SIC 4952, Liberty Township, R. D. 1, Box 193, Danville, PA 17821.
This proposed action is for renewal of an NPDES permit for discharge of treated sewage to an unnamed tributary to Mauses Creek in Liberty 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 downstream potable water supply (PWS) considered during the evaluation is the Danville Borough.
The proposed effluent limits for Outfall 001 based on a design flow of 0.013 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 6 9 12 (11-1 to 4-30) 18 27 36 Total Chlorine Residual 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.
PA 0111317. Sewerage, SIC 4952, Lawrence F. Smithbaurer, P. O. Box 618, Boalsburg, PA 16827.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to an unnamed tributary of Spring Creek in Harris Township, Centre County.
The receiving stream is classified for the following uses: high quality cold water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2NO3, 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 0.0004 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Cl2 Residual Report Fecal Coliform (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 200 col/100 ml as a geometric mean pH 6.0 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 0000469. Industrial Waste, SIC 8731, 8734, 3353, 3728, Aluminum Company of America, 100 Technical Drive, Alcoa Center, PA 15069-0001.
This application is for renewal of an NPDES permit to discharge treated process water, sewage, untreated cooling water and storm water from Alcoa in Upper Burrell Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Unnamed Tributary to Pine Run, 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 West Leechburg Water Authority, located at Kiskiminetas River, 12.48 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.0273 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) January 1-31 58 February 1-29 56 March 1-31 55 April 1-15 59 April 16-30 65 May 1-15 69 May 16-31 80 June 1-15 86 June 16-30 90 July 1-31 90 August 1-31 90 September 1-15 86 September 16-30 80 October 1-15 74 October 16-31 68 November 1-15 65 November 16-30 59 December 1-31 59 pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) monitor and report Temperature (°F) January 1-31 50 February 1-29 49 March 1-31 56 April 1-15 61 April 16-30 67 May 1-15 70 May 16-31 82 June 1-15 87 June 16-30 91 July 1-31 91 August 1-31 90 September 1-15 87 September 16-30 81 October 1-15 75 October 16-31 70 November 1-15 65 November 16-30 61 December 1-31 54 pH not less than 6.0 nor greater than 9.0
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