[27 Pa.B. 4753]
[Continued from previous Web Page] PA 0061344. Industrial waste, SIC: 4961, Westwood Energy Properties Limited Partnership, P. O. Box 312, Tremont, PA 17981.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater (001) to Lower Rausch Creek in Frailey Township, Schuylkill 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 Lebanon Municipal Water Company located at Lebanon.
Outfall 001
The proposed effluent limits, based on a design flow of 0.36 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum Total Iron 8 16 20 24 48 Dissolved Iron 7 14 17 21 42 Total Manganese 8 16 20 24 48 Total Mercury 0.0002 0.0004 0.0005 0.0006 0.0012 Total Zinc 0.18 0.36 0.45 0.54 10.8 pH 6.0--9.0 at all times Internal Monitoring Point 101
The proposed effluent limits, based on a design flow of 0.055 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum TSS 30 100 Oil and Grease 15 20 pH 6.0--9.0 at all times Internal Monitoring Point 201
The proposed effluent limits, based on a design flow of 0.032 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum TSS 30 100 Oil and Grease 15 20 pH 6.0--9.0 at all times Internal Monitoring Point 301
The proposed effluent limits, based on a design flow of 0.0058 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum TSS 30 100 Oil and Grease 15 20 pH 6.0--9.0 at all times Internal Monitoring Point 401
The proposed effluent limits, based on a design flow of 0.27 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum Free Chlorine 0.2 0.5 Total Chromium 0.2 0.2 pH 6.0--9.0 at all times Internal Monitoring Point 501
The proposed effluent limits, based on a design flow of 0.001 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Average Instantaneous Average Average Parameter Monthly Weekly Maximum Monthly Weekly CBOD5 25 50 0.21 TSS 30 60 0.25 Total Chlorine report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0061263. Industrial waste, SIC: 4931, Wheelabrator Frackville Energy Company, Inc., P. O. Box 392, Frackville, PA 17931.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated stormwater (001), industrial wastewater (002) and sewage (003) to Mill Creek in Mahoning Township, Schuylkill 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 Pottstown Water Authority located at Pottstown.
Outfall 001
The proposed effluent limits, based on a design flow of an average storm event, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum TSS 50 Outfall 002
The proposed effluent limits, based on a design flow of 0.096 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum Cadmium 0.015 0.03 0.0375 0.012 0.024 Chromium 0.02 Copper 0.07 0.14 0.0175 0.056 0.112 Lead 0.16 0.32 0.4 0.13 0.26 Silver 0.014 0.028 0.035 0.011 0.022 Zinc 1.0 9.6 Aluminum 5 10 12.5 4 8 Total Iron 6 12 15 4.8 9.6 TSS 30 100 Oil and Grease 15 20 TDS 1,500 2,000 1,200 1,600 Free Available Chlorine 0.2 0.5 pH 6.0--9.0 at all times Outfall 003
The proposed effluent limits, based on a design flow of 0.0012 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum CBOD5 25 50 0.25 TSS 30 60 0.3 Fecal Coliforms 200 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0036463. Industrial waste, SIC: 4952, GenCorp, Inc., Hickory Drive, P. O. Box 429, Auburn, PA 17922-0429.
This proposed action is for renewal of an NPDES permit for discharge of treated industrial waste to an unnamed tributary to the Schuylkill River in West Brunswick Township, Schuylkill 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 Pottstown Water Authority located on the Schuylkill River.
Outfall 101:
The proposed effluent limits, based on a design flow of 0.0022 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0--9.0 su at all times Outfall 001:
The proposed effluent limits, based on a design flow of 0.01 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) Oil and Grease 25 50 Dissolved Oxygen minimum of 2.0 mg/l at all times pH 6.0--9.0 su at all times The EPA waiver is in effect.
PA 0060461. Sewerage, Silver Lake Township Municipal Authority, P. O. Box 1975, Brackney, PA 18812.
This proposed action is for renewal of an NPDES permit to discharge treated sewage into Laurel Lake Creek in Silver Lake Township, Susquehanna County.
The receiving stream is classified for the following uses: cold water, fishery, 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) policy was applied to NY-PA border where Snake Creek crosses into Liberty Township, Susquehanna County.
The proposed effluent limits for Outfall 001 based on a design flow of .07 mgd are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 5 (11-1 to 4-30) 7.5 15 Dissolved Oxygen a minimum of 6 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--9.0 standard units at all times Total Residual Chlorine 1st Month--36th Month monitor and report 37th Month--Expiration Date .13 .29 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 0008923. Wastewater, SIC: 3229, Corning Asahi Video Products Company, P. O. Box 9, State College, PA 16801-0009.
This proposed action is for re-issuance of an NPDES permit for an existing discharge of treated wastewater to Logan Branch of Spring Creek in College 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/assumed downstream potable water supply (PWS) considered during the evaluation is Bald Eagle Creek located at Lock Haven approximately 30 miles downstream.
For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from permit effective date until the 223 furnace expansion around (4/98).
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Suspended Solids 13 26 26 Oil and Grease 11 22 22 Total Antimony monitor monitor Total Aluminum monitor monitor Total Barium monitor monitor Total Lead 200 400 500 For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from the 223 furnace expansion around (4/98) until permit issuance date plus 3 years.
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Suspended Solids 16 32 32 Oil and Grease 14 28 28 Total Antimony monitor monitor Total Aluminum monitor monitor Total Barium monitor monitor Total Lead 70 105 140 Total Zinc monitor monitor For Outfall 101 an internal monitoring point which receives abrasive industrial wastewater from the IW treatment facility generated by the glass finishing production lines. The permittee is authorized to discharge 0.47 mgd during the period from permit effective date until the 223 furnace expansion around (4/98).
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Lead 0.17 0.34 0.43 Fluoride 22 46 55 For Outfall 101 an internal monitoring point which receives abrasive industrial wastewater from the IW treatment facility generated by the glass finishing production lines. The permittee is authorized to discharge 0.9 mgd during the period after furnace 223 expansion approximately (4/98) to permit expiration.
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum Flow (mgd) pH (std units) within the range 6.0--9.0 Total Lead 0.11 0.23 0.28 Fluoride 15 30 38 For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from permit effective date until expiration.
Temperature (°F) Average Maximum Instantaneous Discharge Parameter Monthly Daily Maximum Temperature* monitor monitor monitor *Temperature Reduction/Best Demonstrated technology and additional monitoring of Logan Branch of Spring Creek
For Outfall 001 which receives wastewater from combined effluent from industrial waste treatment and other contact and noncontact cooling sources. The permittee is authorized to discharge 2.12 mgd during the period from permit issuance date plus 3 years to expiration date (unless Part C, Special Condition No. 7 Section A.2.b is declared).
Concentrations (mg/l) Average Maximum Instantaneous Discharge Parameter Minimum Monthly Daily Maximum pH (std units) within the range 6.0--9.0 Total Suspended Solids 16 32 32 Oil and Grease 14 28 28 Total Antimony* 0.0115 0.023 0.029 Total Aluminum* 0.575 1.15 1.44 Total Barium* 1.15 2.30 2.875 Total Lead* 0.006 0.012 0.015 Total Zinc monitor monitor XXX Other Conditions:
(1) Preliminary water quality based effluent limitations for Outfall 001.
Parameter Units Monthly Average Total Antimony mg/l 0.0115 Total Aluminum mg/l 0.575 Total Barium mg/l 1.15 Total Lead mg/l 0.006 (2) Requirement to submit a Toxic Reduction Evaluation Work Plan within 90 days of permit issuance date.
(3) Procedures for granting time extensions to achieve final water quality based effluent limitations.
(4) Procedures for demonstrating alternative site-specific bioassay based effluent limitations.
(5) Chemical Additives Usage
(6) Chronic Whole Effluent Toxicity Testing
The EPA waiver is not in effect.
PA 0110281. Sewage, SIC: 4952, Philip C. Hall (Vali-View MHP), P. O. Box 438, Montoursville, PA 17754.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Twin Run in Fairfield Township, Lycoming 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 PA American Water Company located 15 river miles downstream on the West Branch of the Susquehanna River.
The proposed effluent limits for Outfall 001, based on a design flow of 0.03 mgd, are:
Average Instantaneous Monthly Maximum CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 Total Cl2 Residual 1 2.3 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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 at all times Other Conditions: none.
The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0002305. Industrial waste, SIC: 3471, Robertshaw Controls Company, One Robertshaw Drive, New Stanton, PA 15672.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater from metal finishing and processing in New Stanton Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Sewickley Creek, 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 McKeesport Municipal Water Authority, located at McKeesport on the Youghiogheny River, 20.5 miles below the discharge point.
Interim Limits
Outfall 001: existing discharge, design flow of 0.279 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Oil and Grease 15 30 Cadmium 0.003 0.006 Total Chromium 0.32 0.64 Hexavalent Chromium 0.010 0.020 Copper 0.035 0.070 Lead 0.050 0.100 Nickel 0.200 0.400 Free Cyanide 0.005 0.010 Zinc 0.200 0.400 Silver 0.023 0.046 Temperature 110°F Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Final Limits
Outfall 001: existing discharge, design flow of 0.279 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Oil and Grease 15 30 Cadmium 0.003 0.006 Total Chromium 0.32 0.64 Hexavalent Chromium 0.010 0.020 Copper 0.035 0.070 Lead 0.016 0.032 Nickel 0.200 0.400 Free Cyanide 0.005 0.010 Zinc 0.200 0.400 Silver 0.023 0.046 Temperature same limits as Outfall 002 Total Residual Chlorine 0.023 0.046 pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 0.000672 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Mercury 0.013 0.026 Outfall 201: existing discharge, design flow of 0.053 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Total Suspended Solids 31 60 Oil and Grease 26 52 Cadmium 0.26 0.69 Chromium 1.71 2.77 Copper 2.07 3.38 Lead 0.43 0.69 Nickel 2.38 3.98 Silver 0.24 0.43 Zinc 1.48 2.61 Cyanide 0.65 1.20 Total Toxic Organics 2.13 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0 Outfall 301: existing discharge, design flow of 0.236 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature 110°F Interim Limits
Outfall 002: existing discharge, design flow of 0.052 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature 110°F Final Limits
Outfall 002: existing discharge, design flow of 0.052 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature (1-1 to 1-31) 40.3°F (2-1 to 2-29) 40.4°F (3-1 to 3-31) 46.9°F (4-1 to 4-15) 53.0°F (4-16 to 4-30) 59.0°F (5-1 to 5-15) 64.7°F (5-16 to 5-31) 73.1°F (6-1 to 6-15) 80.9°F (6-16 to 6-30) 84.9°F (7-1 to 7-31) 87.5°F (8-1 to 8-31) 87.4°F (9-1 to 9-15) 84.3°F (9-16 to 9-30) 78.3°F (10-1 to 10-15) 72.3°F (10-16 to 10-31) 66.3°F (11-1 to 11-15) 58.4°F (11-16 to 11-30) 50.3°F (12-1 to 12-31) 42.3°F pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall contain uncontaminated stormwater runoff only The EPA waiver is not in effect.
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