NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 15]
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 Administrator has waived the right to review or object to this proposed permit action under the waiver provision to 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 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 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 0024180 Amendment No. 2. Sewage, Berks-Montgomery Municipal Authority, P. O. Box 370, 136 Municipal Drive, Gilbertsville, PA 19525-0370.
This application is for amendment of an NPDES permit to discharge treated sewage from Swamp Creek sewage treatment plant in Douglass Township, Montgomery County. This is an existing discharge to Swamp Creek.
The receiving stream is classified for the following uses: warm water fishery, trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average annual flow of 2.3 mgd upon completion of plant expansion/upgrade are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 1.8 3.6 (11-1 to 4-30) 5.4 10.8 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual
Chlorine0.07 0.21 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Total Aluminum monitor monitor Total Copper monitor monitor The EPA waiver is not in effect.
Implementation of industrial pre-treatment program requirements.
PA 0053678. Industrial Waste, SIC: 5541, Earl Lambert, 47 West Lancaster Avenue, Downingtown, PA 19355.
This application is for renewal of an NPDES permit to discharge treated groundwater from a Mobil Service station in Downingtown Borough, Chester County. This is an existing discharge to East Branch Brandywine 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 14,000 gpd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH within limits of 6.0--9.0 standard units at all times Benzene 0.001 0.002 0.0025 Total BTEX 0.1 0.2 0.25 Ethylbenzene monitor only monitor only Toluene monitor only monitor only Total Xylenes monitor only monitor only Tetrachloroethylene monitor only monitor only Trichloroethylene monitor only monitor only The EPA waiver is in effect.
PA 0058238. Sewage, Warren Manger, 130 Beaumont Drive, Newtown, PA 18940.
This application is for issuance of an NPDES permit to discharge treated sewage from Manger property in Upper Makefield Township, Bucks County. This is a new discharge to unnamed tributary to Jericho 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 700 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Total Residual Chlorine monitor/report monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
Effective disinfection.
PA 0013081. Industrial Waste, Kimberly-Clark Tissue Company, Inc., Front and Avenue of the States, Chester, PA 19103.
This application is for renewal of an NPDES permit to discharge industrial wastewater and stormwater from the Kimberly-Clark facility, in the City of Chester, Delaware County. These are existing discharges to Chester Creek and the Delaware Estuary, Zone 4.
The receiving streams are classified for the following uses: migratory fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on an average flow of 1.06 mgd are as follows:
Instantaneous Maximum Instantaneous Parameter Minimum (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids (Raw Intake Water) monitor/report (Effluent) monitor/report Free Available Chlorine 0.2 0.5 Total Residual Oxidant monitor/report monitor/report Temperature 110°F pH (standard units) 6.0 9.0 The proposed effluent limits for Outfall 005, based on an average flow of 0.28 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Total Dissolved Solids 1,000 2,000 2,500 Oil and Grease 15 30 pH (standard units) 6.0 (I-Min) 9.0 The proposed effluent limits for Outfall 006, based on an average flow of 0.095 mgd are as follows:
Instantaneous Maximum Instantaneous Parameter Minimum (mg/l) Daily (mg/l) Maximum (mg/l) Free Available Chlorine 0.2 0.5 Total Residual Oxidant monitor/report monitor/report Temperature 110°F pH (standard units) 6.0 (I-Min) 9.0 The proposed effluent limits for Outfalls: 008, 009, 012, 013, 017, 018, 019, 020, 021, 027, 028, 029, 030, and 031, based on an average storm event are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (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 Phosphorus (as P) monitor/report Dissolved Iron monitor/report 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 0060321. Sewerage, Century Enterprises, Route 202, Box 502, Montgomeryville, PA 18936.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into an unnamed tributary to the South Branch of Tunkhannock Creek in Overfield Township, Wyoming County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
Effluent limits were evaluated at the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .02 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 10.0 20.0 Total Suspended Solids 30.0 60.0 NH3-N (5-1 to 10-31) 2.50 5.0 (11-1 to 4-30) 7.50 15.0 Total Residual Chlorine .04 .09 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 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 0088625. SIC Code 4952, Sewage, Carlisle Suburban Authority (Satellite Plant), 240 Clearwater Drive, Carlisle, PA 17013-1185.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Conodoguinet Creek in Watershed 7-B (Conodoguinet Creek), in North Middleton Township, Cumberland 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 Carlisle Borough located in North Middleton Township, Cumberland County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.25 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 Phosphorus (4-1 to 10-31) 1.0 XXX XXX 2.0 (11-1 to 3-31) 2.0 XXX XXX 4.0 Total Nitrogen XXX XXX monitor and
reportXXX 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) 10,000/100 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 0026875. SIC Code 4952, Sewage, Borough of Hanover (Borough of Hanover Regional WWTP) 44 Frederick Street, Hanover, PA 17331.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to South Branch Conewago Creek in Watershed 7-F (Conewago Creek), in Conewago Township, Adams 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 the New Oxford Municipal Authority intake in Oxford Township, Adams County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 4.5 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 XXX 40 (11-1 to 4-30) 20 30 XXX 54 Total Suspended Solids 30 45 XXX 81 NH3-N (5-1 to 10-31) 1.5 XXX XXX 4.0 (11-1 to 4-30) 3.0 XXX XXX 8.1 Total Phosphorus 2.0 XXX XXX 4.0 Total Residual Chlorine 0.17 XXX XXX 0.57 Nitrate-Nitrogen (Interim) monitor and
reportXXX XXX XXX Nitrate-Nitrogen (Final) (5-1 to 10-31) 15 XXX XXX 30 (11-1 to 4-30) monitor and
reportXXX XXX XXX Total Copper 0.011 XXX 0.022 0.027 Total Lead XXX XXX monitor and
reportXXX 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) 2,400/100 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 not in effect.
PA 0084328. SIC Code 4952, Sewage, J. E. Baker Company, P. O. Box 1189, York, PA 17405.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary to Honey Run in Watershed 7-F, in West Manchester 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 0.003 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 1.5 2.5 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 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 0008265. SIC Code 1518, Industrial Waste, Appleton Papers (Spring Mill), 100 Paper Mill Road, Roaring Spring, PA 16673-1488.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Frankstown Branch Juniata River in Watershed 11-A, in Blair Township, Blair 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 United Water Company located in Susquehanna Township, Dauphin County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 4.84 mgd are:
Average Maximum Average Maximum Instantaneous Monthly Daily Monthly Daily Maximum Parameter (lbs/day) (lbs/day) (mg/l) (mg/l) (mg/l) pH -- -- from 6.0 to 9.0 inclusive Dissolved Oxygen -- -- minimum of 5.0 at all times CBOD5 1,009 2,018 25 50 62 Total Suspended Solids 4,036 8,073 100 200 250 NH3-N 60 121 1.9 3.8 4.8 Color PCU (5-1 to 10-31) -- -- 197 394 493 (11-1 to 4-30) -- -- 221 442 553 AOX 306 467 -- -- -- COD -- -- monitor and report Temperature -- -- monitor and report Chloroform -- -- .060 .120 .150 Chromium/Hexavalent -- -- monitor and report Lead -- -- monitor and report Selenium -- -- monitor and report Aluminum -- -- monitor and report Pentachlorophenol -- -- monitor and report Trichlorophenol -- -- monitor and report The proposed limits for internal monitoring point MP 101-First, Second, and Third Stage Bleach Plant Filtrate Effluent.
Average Maximum Average Maximum Instantaneous Monthly Daily Monthly Daily Maximum Parameter (lbs/day) (lbs/day) (mg/l) (mg/l) (mg/l) Kappa Number -- -- 20 annual avg. monitor -- Color (PCU) -- -- monitor and report Chloroform 2.03 3.4 monitor and report 2,3,7,8-TCDD -- -- -- 10 pg/l -- 2,3,7,8-TCDF -- -- -- 31.9 pg/l -- Trichlorosyringol -- -- -- <2.5 µg/l -- 3,4,5-trichlorocatechol -- -- -- <5.0 µg/l -- 3,4,6-trichlorocatechol -- -- -- <5.0 µg/l -- Tetrachlorocatechol -- -- -- <5.0 µg/l -- 3,4,5-trichloroguaiacol -- -- -- <2.5 µg/l -- 3,4,6-trichloroguaiacol -- -- -- <2.5 µg/l -- 4,5,6-trichloroguaiacol -- -- -- <2.5 µg/l -- Tetrachloroguaiacol -- -- -- <5.0 µg/l -- 2,4,5-trichlorophenol -- -- -- <2.5 µg/l -- 2,4,6-trichlorophenol -- -- -- <2.5 µg/l -- 2,3,4,6-trichlorophenol -- -- -- <2.5 µg/l -- Pentachlorophenol -- -- -- <5.0 µg/l -- Outfalls 002 through 005, and 009 through 018 are identified as stormwater outfalls receiving runoff from areas with industrial activity. Monitoring is required for CBOD5, Chemical Oxygen Demand, Oil and Grease, pH, Total Suspended Solids, Total Phosphorus, Total Kjeldahl Nitrogen and Dissolved Iron for Outfalls 002 through 005, and 009 through 018.
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 not in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (570) 321-6574.PA 0027324. SIC: 4952, Shamokin-Coal Township Joint Sewer Authority, R. D. 2 Box 35, Shamokin, PA 17872.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Shamokin Creek in Ralpho Township, Northumberland 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 Dauphin Consolidated Water Company located at Dauphin.
The proposed effluent limits for Outfall 001 based on a design flow of 7.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Total Chlorine Residual 0.5 1.6 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 SU at all times Other Conditions:
(1) Combined Sewer Overflow (CSO) monitoring.
(2) Pretreatment requirements.
The EPA waiver is not in effect.
PA 0228320. Sewerage, SIC: 4952, Davidson Township Municipal Authority, Box 7112, Sonestown, PA 17758.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Muncy Creek in Davidson Township, Sullivan County.
The receiving stream is classified for the following uses: cold water fishes, 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 PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001 based on a design flow of 0.02 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual 1.0 2.3 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 to 9.0 at all times The EPA waiver is in effect.
PA 0209228. Sewerage, SIC: 4952, Lycoming County Water and Sewer Authority, 216 Old Cement Road, Montoursville, PA 17754.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to the West Branch Susquehanna River in Fairfield Township, Lycoming County.
The receiving stream is classified for the following uses: warm water fishes, 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 PA American Water Company located at Milton approximately 20 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 1.5 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual 0.50 1.6 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 to 9.0 at all times The EPA waiver is not in effect.
PA 0032514. Sewerage, SIC: 4952, DCNR Bureau of State Parks, Denton Hill State Park, 454 Lyman Run Road, Galeton, PA 16922.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Elm Hollow in Ulysses Township, Potter 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, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Jersey Shore Water Authority located at Jersey Shore.
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 50 TSS 30 60 Ammonia-N (6-1 to 10-31) 8.5 17 (11-1 to 5-31) 25 50 Total Cl2 Residual De-Chlorinate 0.05 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 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 0218685. Sewage, GM&S Coal Corporation, P. O. Box 233, Jennerstown, PA 15547.
This application is for issuance of an NPDES permit to discharge treated sewage from Geronimo Mine STP in Jenner Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Quemahoning 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 Manufacturer's Water Company.
Outfall 001: new discharge, design flow of 0.00161 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) 8.0 16.0 (11-1 to 4-30) 24.0 48.0 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 EPA waiver is in effect.
PA 0218715. Sewage, Garda's Restaurant, Martin J. Garda, R. D. 3, Box 382, Ford City, PA 16226.
This application is for issuance of an NPDES permit to discharge treated sewage from Garda's Restaurant STP in Manor Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Crooked Creek, 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 Buffalo Township Municipal Authority-Freeport.
Outfall 001: new discharge, design flow of 0.0015 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) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, (814) 332-6942.PA 0223085. Sewage, Beeman Mobile Home Park, Mr. and Mrs. Ebert G. Beeman (owner), P. O. Box 601, Waterford, PA 16441.
This application is for a new NPDES permit to discharge treated sewage from a mobile home park located approximately 1.2 miles west of the intersection of East Third Street and Route 19 and 1,000 ft. east of the intersection of Trask and Old State Roads, to an unnamed tributary to Lake LeBoeuf in Waterford Township, Erie County. This is a new discharge.
The receiving water is classified for cold water and migratory fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDs, NO2-NO3, fluoride and phenolics, there is no public water supply (PWS) to consider, as the stream discharges into Lake LeBoeuf.
The proposed effluent limits for Outfall 001 based on average design flow of 0.020 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 15 30 Dissolved Oxygen minimum of 3.0 mg/l at all times Total Residual Chlorine 1.4 3.3 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 to 9.0 standard units at all times The EPA waiver is in effect.
PA 0033821. Sewage. Pymatuning Laboratory of Ecology, University of Pittsburgh, Facilities Management Division, 3400 Forbes Avenue, Pittsburgh, PA 15260.
This application is for renewal of an NPDES Permit to discharge treated sewage to the Pymatuning Reservoir (Shenango River) in North Shenango Township, Crawford 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 Pymatuning State Park Tuttle Point on the Shenango River located at River Mile 80.5 and is located 2.8 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flows of Interim Limits of 0.003 mgd and Final Limits at 0.00855 mgd are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000 ml as a geometric average Total Residual Chlorine 1.4 3.3 pH 6.0--9.0 at all times The EPA waiver is in effect.
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