[26 Pa.B. 2829]
[Continued from previous Web Page]
PA 0003247. Industrial waste, SIC: 3241. EMAI Corporation, Essroc Materials, Inc. (Bessemer), 6969 Center Road, Lowell, OH 44436.
This application is for a renewal of an NPDES permit to discharge noncontact cooling water and stormwater runoff to Hickory Run in Bessemer Borough, Lawrence County. This is an existing discharge.
The receiving water is classified for the following uses: trout stocking 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 Beaver River and is used by the Authority of North Sewickley Township located in North Sewickley Township 20.7 miles below this facility.
The proposed discharge limits, based on a design flow of * mgd are:
Outfall No. 001 (*0.255 mgd)
Outfall No. 002 (*0.0432 mgd)
Outfall No. 003 (*0.0288 mgd)
Outfall No. 104 (*0.0432 mgd)
Outfall No. 204 (*0.0216 mgd)
Outfall No. 005 (*0.4104 mgd)
Outfall No. 006 (*0.3024 mgd)
Outfall No. 108 (*0.0216 mgd)
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report monitor and report monitor and report Total Suspended Solids 5 Temperature (Net) 3.0°C Discharge Temperature monitor and report Inlet Temperature monitor and report pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 308 based on a design flow of N/A mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 50 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0002143. Industrial waste, SIC: 2621 and 2611. Willamette Industries, Inc., 3800 First Interstate Tower, Portland, OR 97201.
This application is for renewal of an NPDES permit to discharge treated industrial waste and Group 1 stormwater to the Clarion River and Riley Run in Johnsonburg, 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 the Clarion River and Western PA Water Company located at Clarion, approximately 61 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 (Interim) based on a design flow of 1.24 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report BOD5 25 50 63 Total Suspended Solids 60 120 150 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 001 (Final) based on a design flow of 1.24 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report BOD5 25 50 63 Total Suspended Solids 30 60 75 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 (Interim) based on a design flow of 14 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report BOD5 31 63 78 Total Suspended Solids 51 128 128 2,3,7,8-TCDD 0.00000000012 0.00000000024 0.00000000030 Sulfide 1.0 2.0 2.5 Chloroform 0.072 0.144 0.18 Temperature (MBTU/day) (2) monitoring only pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 (Final) based on a design flow of 14 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report BOD5 31 63 78 Total Suspended Solids 51 128 128 2,3,7,8-TCDD 0.00000000012 0.00000000024 0.00000000030 Sulfide 1.0 2.0 2.5 Chloroform 0.072 0.144 0.18 Temperature (MBTU/day) (2) Daily Avg. January 2,147 February 1,621 March 2,444 April 1-15 5,763 April 16-30 3,006 May 1-15 3,118 May 16-31 5,636 June 1-15 4,675 June 16-30 6,540 July 5,362 Aug 1-15 4,612 Aug 16-31 5,799 Sept 1-15 3,568 Sept 16-31 4,118 Oct 1-15 1,997 Oct 16-31 2,232 Nov 1-15 2,000 Nov 16-30 686 Dec 2,216 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 102 based on a design flow of N/A mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report BOD5 monitor and report COD monitor and report Oil and Grease monitor and report Total Suspended Solids monitor and report Color monitor and report pH monitor and report The proposed discharge limits for Outfall No. 004 based on a design flow of N/A mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report BOD5 monitor and report COD monitor and report Oil and Grease monitor and report Total Suspended Solids monitor and report Color monitor and report pH monitor and report The EPA waiver is not in effect.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0033880. Sewage, Boyertown Area School District, 911 Montgomery Avenue, Boyertown, PA 19512.
This application is for renewal of an NPDES permit to discharge treated sewage from New Hanover-Upper Frederick, Elementary School in New Hanover Township, Montgomery County. This is an existing discharge to unnamed tributary to Swamp 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, high and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 10,000 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 1.2 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3.0 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 17701-6448, telephone (717) 327-3666.PA 0046159. SIC: 4952. Municipal Sewer Authority of Houtzdale Borough, P. O. Box 277, Houtzdale, PA 16651.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to Beaver Run in Woodward Township, Clearfield 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 existing downstream potable water supply (PWS) considered during the evaluation is Pennsylvania American Water Company located at Milton, approximately 172 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.3 mgd are:
Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 20 30 50 (11-1 to 4-30) 25 40 60 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 10 15 20 (11-1 to 4-30) monitor monitor 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 at all times Total Residual Chlorine 0.5 (monitor) 1.6 (monitor) Limit effective 3 years after permit effective date, until then monitor and report.
Other Conditions:
Combined Sewer Overflow Requirements
The EPA waiver is in effect.
PA 0111066. SIC: 3471, Multimetal Products Corporation, 4150 B Old Berwick Road, Bloomsburg, PA 17815.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial waste to the North Branch Susquehanna River in South Centre Township, Columbia 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 located at Danville approximately 13 miles below the discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0096 mgd are:
Discharge Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor Oil and Grease 15.0 30.0 30.0 Total Suspended Solids 31.0 60.0 90.0 Cadmium 0.23 0.47 0.59 Chromium (T) 1.71 2.77 4.28 Copper 1.1 2.18 2.73 Lead 0.43 0.69 1.08 Nickel 2.38 3.98 5.95 Silver 0.24 0.43 0.6 Zinc 1.48 2.61 3.7 Cyanide (T) 0.65 1.2 1.63 Total Toxic Organics (TTO) 2.13 pH (std. units) 6.0--9.0 The EPA waiver is in effect.
PA 0031852. Sewerage, SIC: 4952, Central Columbia School District, 4777 Old Berwick Road, Bloomsburg, PA 17815.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Campbell Run in South Centre Township, Columbia 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 Danville Water Authority located at Danville.
The proposed effluent limits for Outfall 001 based on a design flow of 0.028 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Residual Cl2 1.0 2.3 Ammonia-N (5-1 to 10-30) 5.5 11 (11-1 to 4-30) 16 32 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 0029831. Sewerage, SIC: 4952, Sullivan County School District, P. O. Box 346, Laporte, PA 18614.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to unnamed tributary of Mill Creek in Laporte Borough, Sullivan County.
The receiving stream is classified for the following uses: high quality waters 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 0.018 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Residual Cl2 1.0 2.3 Ammonia-N (5-1 to 10-31) 4 8 (11-1 to 4-30) 12 24 Fecal Coliforms (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--9.0 at all times The EPA waiver is in effect.
PA 0209368. Sewerage, SIC: 4952, Benton Foundry, Inc., R. R. 2, Box 110, Benton, PA 17814-9550.
This proposed action is for issuance of an NPDES permit for a new discharge of treated sewage to unnamed tributary of Coles Creek in Sugarloaf Township, Columbia 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 Danville Boro located at Danville on the Susquehanna River 30 miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.01 mgd are:
Discharge Average Instantaneous Parameter Monthly Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliforms (5-1 to 9-30) 200 lbs./100 ml as a geometric average (10-1 to 4-30) 2,000 lbs./100 ml as a geometric average pH 6.0--9.0 at all times Other Conditions:
Chlorine minimization
The EPA waiver is in effect.
PA 0020583. Sewerage, SIC: 4952, Middleburg Municipal Authority, 13 North Main Street, Middleburg, PA 17842.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to Middle Creek in Middleburg Borough, Snyder County.
The receiving stream is classified for the following uses: trout stocking, 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 Dauphin Consolidated Water Company located at Dauphin.
The proposed effluent limits for Outfall 001 based on a design flow of 0.45 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Residual Cl2 1 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--9.0 at all times The EPA waiver is in effect.
PA 0027677. SIC: 4952, U. S. Department of the Interior, National Biological Survey, Research and Development Laboratory, R. D. 4, Box 63, Wellsboro, PA 16901.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Marsh Creek in Shippen Township, Tioga 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 located at Jersey Shore approximately 60 miles below the discharge.
The proposed effluent limits for Outfall 001 based on an average design flow of 2.88 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 13.0 25.0 TSS 15.0 30.0 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 pH 6.0--9.0 s.u. at all times Special Conditions:
Monitoring of conditioning/therapeutic additives.
The EPA waiver is in effect.
PA 0209384. SIC: 4952, Lawrence Township Municipal Authority, R. D. 2, Box 220, Tioga, PA 16946.
This proposed action is for issuance of an NPDES permit for a new discharge of treated sewage to Tioga River in Lawrence Township, Tioga 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 assumed downstream potable water supply (PWS) considered during the evaluation is the PA/NY State Border.
The proposed effluent limits for Outfall 001 based on a design flow of 0.130 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25.0 40.0 50.0 Suspended Solids 30.0 45.0 60.0 Total Residual Cl2 0.5 1.6 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 Other Conditions:
none
The EPA waiver is in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
