[26 Pa.B. 2499]
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Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0053589. Sewage, Buckingham Lumber and Millwork, 4469 Upper Mountain Road, P. O. Box 307, Buckingham, PA 18912.
This application is for renewal of an NPDES permit to discharge treated sewage from Buckingham Lumber and Millwork small flow sewage treatment plant in Buckingham Township, Bucks County. This is an existing discharge to Mill Creek.
The receiving stream is classified for warm water fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
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 25 50 Suspended Solids 30 60 Ammonia (as N) 20 40 Total Residual Chlorine monitor/report monitor/report Fecal Coliforms 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 0052493. Sewage, Florence Coleman, 168 Cheese Factory Road, Doylestown, PA 18901.
This application is for expansion of an existing NPDES permit to discharge treated sewage from the Coleman Property in Plumstead Township, Bucks County. This is an existing discharge to unnamed tributary to North Branch Neshaminy Creek.
The receiving stream is classified for warm water fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 2,640 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 6 (11-1 to 4-30) 9 18 Nitrate and Nitrate (as N) (7-1 to 10-31) 8 16 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual Chlorine 1.2 2.8 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3 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 0040126. Sewage, Western Montgomery County Area, Vocational-Technical School, 77 Graterford Road, Limerick, PA 19468.
This application is for renewal of an NPDES permit to discharge treated sewage from Western Montgomery County Area Vocational-Technical School in Limerick Township, Montgomery County. This is an existing discharge to Lodal Creek.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 11,700 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 6 (11-1 to 4-30) 9 18 Phosphorus (as P) (4-1 to 10-31) 2 4 Total Residual Chlorine 0.5 1.0 Fecal Coliforms 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 Other Conditions:
Conditions for future permit modification.
Effective disinfection.
The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701, telephone (717) 327-3666.PA 0114561. SIC: 4952, Herrick Township, R. R. 3, Box 307, Wyalusing, PA 18853.
This proposed action is for renewal of an NPDES permit for discharge of treated sewage to Cold Creek in Herrick 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 the Danville Borough located approximately 130 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.01 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) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.0 18.0 Total Chlorine Residual 1.0 2.3 Dissolved Oxygen minimum of 4.0 mg/l at all times Fecal Coliforms (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 s.u. at all times The EPA waiver is in effect.
PA 0028631. Sewerage, SIC: 4952, Mid-Cameron Authority, 241 North Broad Street, Emporium, PA 15834.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to the Driftwood Branch of Sinnemahoning Creek in Emporium Borough, Cameron County.
The receiving stream is classified for the following uses: trout stock 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 Keystone Water Company, White Deer Division located at White Deer, Pennsylvania on the west branch of the Susquehanna River approximately 140 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.525 mgd, are:
Discharge Average Average Maximum Instantaneous Parameter Minimum Monthly Weekly Daily Maximum Flow (mgd) report pH (standard units) 6 9 CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 TSS (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 NH3-N (5-1 to 10-31) 1.0 1.5 2.0 (11-4 to 4-30) 3.0 4.5 6.0 Dissolved Oxygen >5.0 Total Residual Cl2* 0.25 0.82 Fecal Coliforms (5-1 to 9-30) 200 lb./100 ml as a geometric mean (10-1 to 4-30) 2,000 lb./100 as a geometric mean *TRC limit effective 3 years after permit effective date. Until then, monitor and report.
Other Conditions:
Condition for combined sewer overflow control.
The EPA waiver is in effect.
PA 0112810. Sewerage, SIC: 4952, Kipp's Run Mobile Home Park, P. O. Box 9, Hummels Wharf, PA 17831.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Kipp's Run in Riverside Borough, Northumberland 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 Sunbury Municipal Authority located on the Susquehanna River approximately 8 miles below this discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0085 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 1 2.3 Fecal Coliforms (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 The EPA waiver is in effect.
PA 0035467. Sewerage, SIC: 4952, Creative Playthings, LTD, Box 306, Herndon, PA 17830.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Susquehanna River in Herndon Boro, 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 existing downstream potable water supply (PWS) considered during the evaluation is Dauphin Consolidated Water Authority located on the Susquehanna River 30 miles below the point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0015 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 1 2.3 Fecal Coliforms (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 The EPA waiver is in effect.
PA 0033162. Sewerage, SIC: 4952, Martha Furnace MHP, 107 Peppermint Lane, Julian, PA 16844-8433.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to unnamed tributary of Bald Eagle Creek in Huston Township, Centre 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 at Lock Haven located on Bald Eagle Creek 30 miles below the point of discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0072 mgd, are:
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 Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliforms (5-1 to 9-30) 200 lb./100 ml as a geometric average (10-1 to 4-30) 2,000 lb./100 ml as a geometric average pH 6.0--9.0 at all times Other Conditions:
The EPA waiver is in effect.
PA 0037966. Sewerage, SIC: 4952, Moshannon Valley Joint Sewer Authority, P. O. Box 581, Philipsburg, PA 16866.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Moshannon Creek in Rush Township, Centre County.
The receiving stream is classified for the following uses: trout stocked 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 Milton intake located 155 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 Total Suspended Solids 30 45 60 Fecal Coliforms (5-1 to 9-30) 200 lb./100 ml as a geometric average (10-1 to 4-30) 2,000 lb./100 ml as a geometric average pH 6.0--9.0 standard units at all times Total Residual Chlorine 0.5* 1.6* *Limit effective 2 years after permit effective date.
Other Conditions:
Monitoring for Combined Sewer Overflows.
Discharge 002--Manhole 62 Combine Sewer Overflow to Moshannon Creek.
Discharge 003--Moshannon Interceptor Combined Sewer Overflow to Moshannon Creek.
Discharge 004--Cold Stream Interceptor Combined Sewer Overflow to Moshannon Creek.
The EPA waiver is not in effect.
PA 0209376. Sewerage, SIC: 4952, Linda Geyer Twin Oaks Bar and Grille, R. D. 1, Dubois, PA 15801.
This proposed action is for issuance of an NPDES permit for a new discharge of treated sewage wastewater to unnamed tributary of Limestone Run in Brady Township, Clearfield 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 Hawthorn located approximately 50 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.002 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Total Residual Cl2 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 The EPA waiver is in effect.
PA 0029068. Sewerage, SIC: 4952, Valley Township Municipal Authority, P. O. Box 307, Danville, PA 17821.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Mauses Creek until plant expansion at which time the discharge will be relocated to Mahoning Creek in Valley Township, Montour County.
The receiving stream is classified for the following uses: Mauses Creek trout stock fishery, and Mahoning Creek 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 Shamokin Dam Municipal Authority located on the Susquehanna River approximately 20 miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.14 mgd which apply from permit issuance through completion of sewage treatment plant expansion, are:
Discharge Average Average Maximum Instantaneous Parameter Minimum Monthly Weekly Daily Maximum Flow (mgd) report report pH (standard units) 6 CBOD5 25 40 50 TSS 30 45 60 Total Residual Cl2 monitor monitor NH3-N (5-1 to 10-31) 3.0 4.5 6.0 (11-4 to 4-30) 9.0 13.5 18.0 Fecal Coliforms 200/100 ml as a geometric mean The proposed effluent limits for Outfall 001, based on a design flow of 0.21 mgd after completion of plant expansion are:
Discharge Average Average Maximum Instantaneous Parameter Minimum Monthly Weekly Daily Maximum Flow (mgd) report report pH (standard units) 6 9 CBOD5 25 40 50 TSS 30 45 60 Total Residual Cl2 1.0 2.3 NH3-N (5-1 to 10-31) 15.0 22.5 30.0 Fecal Coliforms 200/100 ml as a geometric mean The EPA waiver is in effect.
PA 0110540. Industrial waste, SIC: 2033, Furman Foods, Inc., R. D. 2, Northumberland, PA 17857.
This application is for renewal of an NPDES permit to discharge treated process wastewater, sewage and cooling water to the west branch of the Susquehanna River and to an unnamed tributary to the Susquehanna River in Point Township, Northumberland County. These are existing discharges.
Both receiving streams are classified for the following uses: warm 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 Sunbury Water Authority located at Sunbury, Northumberland County on the Susquehanna River.
Outfall: 001--A discharge of noncontact cooling water.
The proposed effluent limits, based on a design flow of 0.18 mgd/average, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Dissolved Iron 1.5 3.0 4.5 Oil and Grease 15.0 30.0 30.0 Temperature monitor pH 6.0--9.0 at all times Outfall 003--An intermittent discharge of process wastewater to the unnamed tributary.
The proposed effluent limits, based on a design flow of 1.044 mgd maximum, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 75.0 XXX 100.0 Total Suspended Solids 75.0 XXX 100.0 Ammonia Nitrogen (5-1 to 10-31) 1.5 3.0 3.5 (11-1 to 4-30) 4.5 9.0 11.0 Fecal Coliforms 200/100 ml as a geometric mean pH 6.0--9.0 at all times Outfall 004--A discharge of process wastewater to the west branch of the Susquehanna River.
The proposed effluent limits, based on a design flow of 0.240 mgd until 4/30/99, are:
Concentrations (mg/l) Discharge Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Flow (mgd) CBOD5 150 180 200 Total Suspended Solids 150 180 200 Oil and Grease 15 30 30 pH 6 XXX XXX 9 Total Residual Chlorine XXX monitor XXX monitor Fecal Coliforms (5-1 to 9-30) XXX 200 lb./100 ml geometric mean XXX XXX (10-1 to 4-30) XXX 2,000 lb./100 ml geometric mean XXX XXX Outfall 004
The proposed limits based on a design flow of 0.500 mgd effective 5/1/99 are:
Concentrations (mg/l) Discharge Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Flow (mgd) CBOD5 (5-1 to 10-31) 75 112.5 150 (11-1 to 4-30) 100 150 200 TSS (5-1 to 10-31_) 75 112.5 150 (11-1 to 4-30) 100 150 200 Oil and Grease 15 30 30 pH 6 XXX XXX 9 Total Residual Chlorine XXX 1.0 XXX 2.3 Fecal Coliforms (5-1 to 9-30) XXX 200 lb./100 ml geometric mean XXX XXX (10-1 to 4-30) XXX 2,000 lb./100 ml geometric mean XXX XXX The EPA waiver is in effect.
PA 0111414. SIC: 4952, McEwensville Municipal Authority, Community Building, McEwensville, PA 17749.
This proposed action is for renewal of an NPDES permit for discharge of treated sewage to Warrior Run in Delaware 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 PA American Water Company located approximately 6 miles below the discharge at Milton.
The proposed effluent limits for Outfall 001, based on a design flow of 0.045 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 Residual Chlorine 1.0 2.3 Fecal Coliforms (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 s.u. at all times The EPA waiver is in effect.
PA 0209325. SIC: 2851, Chemcoat, Inc., 2801 Canfields Lane, P. O. Box 188, Montoursville, PA 17754-0188.
This proposed action is for issuance of an NPDES permit for an existing discharge of treated industrial wastewater to Loyalsock Creek in Montoursville Borough, Lycoming County.
The receiving stream is classified for the following uses: trout stock 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 PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001, based on a design flow of 0.000341 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Benzene 1.0 2.5 Total BTEX 100 250 Ethylbenzene monitor Toluene monitor Xylene monitor The EPA waiver is in effect.
PA 0209341. SIC: 4952, Harry and Virginia Beck, R. R. 1, Box 166B, Liberty, PA 16930.
This proposed action is a new NPDES permit for discharge of treated sewage to Blockhouse Creek in Liberty 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 downstream potable water supply (PWS) considered during the evaluation is the Jersey Shore Water Company located approximately 35 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.002150 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine monitor Fecal Coliforms (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 s.u. at all times The EPA waiver is in effect.
PA 0044652. SIC: 4952, DCNR--Bureau of State Parks, Mt. Pisgah State Park, R. R. 3, Box 362, Troy, PA 16947-9488.
This proposed action is for renewal of an NPDES permit for discharge of treated sewage to Mill Creek in West Burlington Township, Bradford County.
The receiving stream is classified for the following uses: trout stock 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 located approximately 180 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.02 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 NH3-N (5-1 to 10-31) 6.5 13 (11-1 to 4-30) 20 40 Total Residual Chlorine 1.0 2.3 Fecal Coliforms (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 s.u. at all times The EPA waiver is in effect.
PA 0112585. SIC: 4952, Calvin Williams, R. D. 1, Box 141, Athens, PA 18810.
This proposed action is for renewal of an NPDES permit for discharge of treated sewage to Toad Hollow in Ulster 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 the Danville Borough located approximately 140 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.003 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine monitor Fecal Coliforms (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 s.u. at all times The EPA waiver is in effect.
PA 0041327. Sewerage, SIC: 4952, Pennsylvania College of Technology, One College Avenue, Williamsport, PA 17701.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary of Black Hole Creek in Clinton Township, Lycoming County.
The receiving stream is classified for the following uses: trout stocked fisheries, 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 Keystone Water Company located on the Susquehanna River at White Deer, Pennsylvania, 23 miles below the point of discharge.
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