[27 Pa.B. 3241]
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Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0005029, Amendment No. 1. Sewage, Pennsylvania Electric Company--Piney Generating Station, Piney Reservoir, Clarion, PA 16214.
This application is for an amendment of an NPDES permit to discharge Clarion River to Allegheny River in Piney Township, Clarion County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is New Kensington Municipal Water Company located at New Kensington, approximately 70 miles below point of discharge.
The proposed discharge limits, based on a design flow of .000422 mgd, are:
Outfall No. 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 100,000/100 ml as a geometric average Total Residual Chlorine 1.2 2.8 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0100129. Sewage. Seneca Hills Bible Conference, Box 288, Franklin, PA 16323.
This application is for renewal of an NPDES permit to discharge treated sewage to Sandy Creek in Victory Township, Venango 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 Emlenton Municipal Water Authority on the Allegheny River located at Emlenton, approximately 24 miles below point of discharge.
The proposed effluent limits, based on a design flow of 0.017 mgd, are:
Outfall No. 001
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 100,000/100 ml as a geometric average Total Residual Chlorine 1.2 2.8 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0102288. Industrial waste. McKean County Solid Waste Authority, P. O. Box 448, Mount Jewett, PA 16740.
This application is for renewal of an NPDES permit, to discharge treated municipal landfill leachate and stormwater to Little Sicily Run in Sergeant Township, McKean County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is Western PA Water Company and Clarion River located at Clarion, approximately 75 miles below point of discharge.
The proposed discharge limits, based on a design flow of .03 mgd, are:
Outfall No. 001 (Treated Municipal Landfill Leachate)
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX CBOD5 100 200 250 Total Suspended Solids 100 200 250 NH3-N (5-1 to 10-31) 12.5 31.25 (11-1 to 4-30) 20 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 Oil and Grease 15 30 Antimony 0.014 0.028 0.035 Aluminum 0.275 0.55 0.687 Barium 0.3 0.6 0.75 Boron 3 6.0 7.5 Cobalt 0.03 0.06 0.075 Total Iron 2.1 4.2 5.25 Dissolved Iron 0.43 0.86 1.075 Manganese 1 2 2.5 Arsenic 0.05 0.1 0.125 Beryllium 0.005 0.01 0.0125 Cadmium 0.0023 0.0046 0.00575 Chromium, (hex) 0.014 0.028 0.035 Copper 0.016 0.032 0.04 Lead 0.012 0.024 0.03 Mercury** 0.000017 0.000034 0.0000425 Silver 0.003 0.006 0.0075 Thallium 0.003 0.006 0.0075 Vanadium 0.009 0.018 0.0225 Zinc 0.097 0.194 0.2425 Benzene 0.006 0.012 0.015 Methylene Chloride 0.031 0.062 0.0775 Tetrachloroethylene 0.0046 0.0092 0.0115 Toluene 0.05 0.1 0.125 Trichloroethylene 0.019 0.038 0.0475 Chlorobenzene 0.05 0.1 0.125 Ethylbenzene 0.7 1.4 1.75 Chloroform 0.01 0.02 0.025 Chloromethane 0.1 0.2 0.25 1,2 Trans-Dichloroethylene 0.03 0.06 0.075 Acetone 0.109 0.218 0.2725 4-Methyl 2-Pentanone 0.015 0.03 0.0375 Phenol 0.02 0.04 0.05 Bis (2-ethylehexyl) Phthalate 0.012 0.024 0.03 1,4, Dichlorobenzene 0.01 0.02 0.025 Phenolics, (T) 0.028 0.056 0.07 Butylbenzyl Phthalate 0.01 0.02 0.025 Diethyl Phthalate 0.025 0.05 0.0625 Isophorone 0.05 0.1 0.125 Lindane 0.00012 0.00024 0.0003 Alpha Endosulfan 0.000081 0.00016 0.0002 4,4'-DDT** 0.0000014 0.0000028 0.0000035 Benzanoic Acid 5.5 11 13.75 1,2,3 Trichloropropane 0.1 0.2 0.25 Tetrahydrofuran 0.025 0.05 0.0625 Xylene 0.01 0.02 0.025 p-Cresol 0.05 0.1 0.125 pH 6.0--9.0 at all times XX--Monitor and Report on monthly DMR.
**--Refer to Special Condition M in Part C.
The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 002 (Stormwater)
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Chemical Oxygen Demand XX Oil and Grease XX Total Dissolved Solids XX Total Organic Carbon XX Barium (Total) XX Cadmium (Total) XX Chromium (Total) XX Lead (Total) XX Mercury (Total) XX Magnesium (Total) XX Magnesium (Dissolved) XX Selenium (Total) XX Silver (Total) XX Ammonia XX Arsenic (Total) XX Cyanide (Total) XX Nitrate plus Nitrite Nitrogen XX Iron (Dissolved) XX pH 6.0--9.0 at all times XX--Monitor and Report on monthly DMR.
*--Refer to Special Condition H in Part C.
The EPA waiver is in effect.
PA 0222348. Sewage, Thomas L. Holden, P. O. Box 274, Sheffield, PA 16347.
This application is for a new NPDES permit, to discharge sewage to an Unnamed Tributary to the South Branch Tionesta Creek in Sheffield Township, Warren County. This is a new discharge.
The receiving water 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/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River located at river mile 90 in Emlenton, approximately 102.44 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.13 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (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
PA 0034789. Industrial waste. SIC: 4941. St. Marys Area Water Authority, 429 Ridgeway Road, P. O. Box 33, St. Marys, PA 15857.
This application is for revoke/reissue of an NPDES permit, to discharge industrial waste to Laurel Run in St. Marys, Elk County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is Clarion River and PA American Water Company located at Clarion, approximately 68 miles below point of discharge.
The proposed discharge limits, based on a design flow of .12 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids 30 60 75 Aluminum 1.1 2.2 2.8 Total Iron 2.0 4.0 5.0 Manganese 1.0 2.0 2.5 Total Residual Chlorine .2 .6 pH 6.0--9.0 at all times XX--Monitor and Report on monthly DMR's
The EPA waiver is in effect.
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