NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 6612]
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 0053651. Industrial Waste, Johnson Matthey, 1401 King Street, West Chester, PA 19380.
This application is for renewal of an NPDES permit to discharge treated groundwater and stormwater from a groundwater remediation system in West Whiteland Township, Chester County. This is an existing discharge to an Unnamed Tributary to Valley Creek.
The receiving stream is classified for the cold water fish, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 36,000 gpd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) 1,1,2 Trichloroethane 0.002 0.004 0.005 1,1,2,2, Tetrachloroethane 0.0007 0.0014 0.0017 Trichloroethylene 0.01 0.02 0.025 Tetrachloroethylene 0.0025 0.005 0.0062 pH within limits of 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 002 are as follows:
Average Instantaneous Parameter Annual (mg/l) Maximum (mg/l) CBOD5 monitor/report monitor/report Chemical Oxygen Demand monitor/report monitor/report Oil and Grease monitor/report monitor/report pH monitor/report monitor/report Total Suspended Solids monitor/report monitor/report Total Kjeldahl Nitrogen monitor/report monitor/report Total Phosphorus monitor/report monitor/report Iron (Dissolved) monitor/report monitor/report The EPA waiver is in effect.
PA 0044776. Sewage, Northwestern Chester County Municipal Authority, Dampman Hill Road, P. O. Box 308, Honey Brook, PA 19344.
This application is for renewal of an NPDES permit to discharge treated sewage from Northwestern Chester County Municipal Authority in Honey Brook Township, Chester County. This is an existing discharge to West Branch Brandywine Creek.
The receiving stream is classified for high quality trout stocking, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 600,000 gpd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5
(5-1 to 10-31)15 22.5 30 (11-1 to 4-30) 25 37.5 50 Total Suspended Solids 30 45 60 Ammonia (as N)
(5-1 to 10-31)3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus (as P) 2.0 4.0 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 6.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Color, True 75 pt/Co NH3-N instream 0.5 Total Residual Chlorine 0.5 1.2 Other Conditions:
1. Chlorine Minimization
2. Proper Sludge DisposalThe EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management Program, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0061000. Sewerage, Village of the Four Seasons, Inc., R. R. 3, Box 3350, Uniondale, PA 18470.
This proposed action is for the renewal of an NPDES permit to discharge treated sewage into East Branch of Tunkhannock Creek in Herrick Township, Susquehanna County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.028 mgd are:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3
(5-1 to 10-31)3.0 6.0 (11-1 to 4-30) 9.0 18.0 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) 2000/100 ml as a geometric mean Total Residual Chlorine 1.0 2.0 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 0032557. SIC Code 4952, Sewage, Board of Supervisors of the Township of Logan, 800 39th Street, Altoona, PA 16602-1799.
This application is for issuance of an NPDES permit for an increased discharge of treated sewage to Little Juniata River in Watershed 11-A, in Antis Township, Blair County.
The receiving stream is classified for trout stocking 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 Dauphin County near Harrisburg. The discharge is not expected to impact any potable water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 0.60 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) 5-day CBOD
(5-1 to 10-31)20 30 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N
(5-1 to 10-31)15 XXX XXX Total Phosphorus monitor XXX XXX Total Nitrogen monitor XXX XXX Total Cadmium monitor XXX XXX Total Lead monitor XXX XXX Total Residual Chlorine 1.0 XXX 2.0 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) 7,900/100 ml as a geometric average The proposed final effluent limits for Outfall 001 for a design flow of 0.70 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 NH3-N
(5-1 to 10-31)10 XXX 20 (11-1 to 4-30) 21 XXX 42 Total Phosphorus monitor XXX XXX Total Nitrogen 7.0 XXX 14.0 Total Cadmium monitor XXX XXX Total Lead monitor XXX XXX 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) 7,000/100 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 0081221. SIC Code 6515, Sewage, Campbell's Mobile Homes, Inc. (Bailey Run Mobile Home Park), P. O. Box 129, Newport, PA 17074-0129.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to an unnamed tributary to Bailey Run in Watershed 12-B (Tuscarora--Buffalo Creeks), in Miller Township, Perry 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 0.030 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)3 6 (11-1 to 4-30) 9 18 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) 3,500/100 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 0087319. SIC Code 5171, Industrial Waste, Scranton-Altoona Terminals Corporation (Sinking Spring Bulk Storage Terminal), P. O. Box 2070, Sinking Springs, PA 19608.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Cacoosing Creek in Watershed 3-C (Tulpehocken Creek), in Spring Township, Berks County.
The receiving stream is classified for trout stocking, 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 Pottstown Borough located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfalls 001, 002, 003 and 004 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Recoverable
Petroleum HydrocarbonsXXX monitor
and reportXXX 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 0084468. SIC Code 3479, Industrial Waste, Durabond Coating Company, Inc. (Durabond Coating Plant), P. O. Box 38, Highspire, PA 17034.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Laurel Run in Watershed 7-C (Clark--Paxton Creeks), in Steelton Borough, Dauphin County.
The receiving stream is classified for warm water fishery, 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 Columbia Borough Water Company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 101 for a design flow of 0.0004 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 9.5 19 24 BOD5 13 26 32 Oil and Grease 14.5 29 30 Outfall 201 receives stormwater runoff from plant areas with industrial activities.
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 0008303. SIC Code 3312, Industrial Waste, Pennsylvania Steel Technologies, Inc. (Steelton Plant), 215 South Front Street, Steelton, PA 17113-2594.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to the Susquehanna River in Watershed 7-C (Clark--Paxton Creeks), in Steelton Borough, Dauphin County.
The receiving stream is classified for warm water fishery, 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 Columbia Borough Water Company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 002 for a design flow of 27.6 mgd are:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) pH from 6.0 to 9.0 inclusive Total Suspended Solids 30 60 Oil and Grease 10 15 Temperature 105°F The proposed effluent limits for Outfall 102 (internal monitoring) are:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) pH from 6.0 to 9.0 inclusive Total Suspended Solids 1,452 lb/day 3,883 lb/day Oil and Grease 339 lb/day 897 lb/day The proposed effluent limits for Outfall 112 (internal monitoring) are:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) pH from 6.0 to 9.0 inclusive Total Suspended Solids monitor and report Oil and Grease monitor and report Total Zinc 0.31 lb/day 0.93 lb/day Total Lead 0.12 lb/day 0.62 lb/day The proposed effluent limits for Outfall 122 (internal monitoring) are:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) pH from 6.0 to 9.0 inclusive Total Suspended Solids monitor and report Total Zinc 0.34 lb/day 1.10 lb/day Total Lead 0.22 lb/day 0.67 lb/day Outfalls 001 through 008, 010 and 015 are identified as stormwater outfalls receiving runoff from areas with industrial activity. Monitoring is required for Chemical Oxygen Demand, Dissolved Iron, Oil and Grease, pH, and Total Suspended Solids for Outfalls 001 through 008 and 015.
Part C includes chemical additive usage conditions and requirements for stormwater outfalls.
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 0010782. SIC Codes 4911, 4953, and 4952, Industrial Waste, Reliant Energy (Titus Power Plant), 1001 Broad Street, Box 1050, Johnstown, PA 15907.
This application is for renewal of an NPDES permit for existing discharge of treated industrial waste to the Schuylkill River in Watershed 3C, in Cumru Township, Berks 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 Pottstown Borough located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.469 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 S. U. at all times Total Suspended Solids 30 100 100 Oil and Grease 15 20 20 Total Residual Chlorine 0.50 1.60 The proposed effluent limits for Outfall 002 for a design flow of 2.149 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 S. U. at all times Total Suspended Solids 30 60 75 Oil and Grease 15 30 30 Total Residual Chlorine monitor and report Total Chromium 0.20 0.20 0.50 Total Zinc 1.00 1.00 2.50 Total Copper 0.56 1.00 1.40 Total Iron 1.00 1.00 2.50 126 Priority Pollutants nondetectable nondetectable The proposed effluent limits for Outfall 004 for a design flow of 1.007 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 S. U. at all times Total Suspended Solids 30 100 100 Total Dissolved Solids 2,500 5,000 6,250 Oil and Grease 15 20 20 The proposed effluent limits for Outfall 104 for a design flow of 0.147 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 S. U. at all times Total Suspended Solids 30 100 100 Oil and Grease 15 20 20 Persons 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 Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (570) 327-3666.PA 0112585. Sewerage, SIC: 4952, John B. Watkins, R. R. 1, Box 29, East Smithfield, PA 18817.
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 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 Chlorine Residual Monitor 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 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 wastewater to Mauses Creek in Valley Township, Montour 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 Merck and Company located at Riverside.
The proposed effluent limits for Outfall 001 based on a design flow of 0.21 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5
(5-1 to 10-31)16 24 32 (11-1 to 4-30) 25 40 50 TSS 30 45 60 Ammonia-N
(5-1 to 10-31)5 7.5 10 (11-1 to 4-30) 10 15 20 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.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0002991. Industrial Waste, SIC: 3312, Bethlehem Steel Corporation, 1170 Eighth Avenue, Bethlehem, PA 18016-7699.
This application is for renewal of an NPDES permit to discharge treated cooling water, stormwater and groundwater from Johnstown Plant in City of Johnstown, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Conemaugh River, Little Conemaugh River, Hinckstown Run, 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 Saltsburg Municipal M.W., located at 308 Point Street, Saltsburg, PA 15681, 49 miles below the discharge point.
Outfall 309: existing discharge, design flow of 0.85 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfalls 119, 305, 308, 310, 310A, 311A, 312A, 312B, 313, 313A, 313B, 314, 314A, 315, 401--405, 405A--E, G, and H, 406, 501--504A and B, 505--523, 801--805, 1000--1001: existing discharge, design flow varies.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum The discharge via these outfalls shall consist of uncontaminated
stormwater/groundwater only.The EPA waiver is in effect.
PA 0095401. Sewage, Saint Victor's Roman Catholic Church, Box 149, Bairdford, PA 15006.
This application is for renewal of an NPDES permit to discharge treated sewage from Saint Victor's Roman Catholic Church STP in West Deer Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an Unnamed Tributary of Dawson Run Tributary to Deer 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 Oakmont Borough Municipal Authority at Allegheny River Mile 13.3.
Outfall 001: existing discharge, design flow of 0.001778 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) 7.5 15.0 (11-1 to 4-30) 20.0 40.0 (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 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0218693. Sewage, Luzerne Township Sewage Authority, 415 Hopewell Road, Brownsville, PA 15417-9542.
This application is for issuance of an NPDES permit to discharge treated sewage from Luzerne Township Sewage Authority Sewage Treatment Plant in Luzerne Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela River, 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 PA-American Water Company--Brownsville.
Outfall 001: new discharge, design flow of 0.42 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 100,000/100 ml as a geometric mean Total Residual Chlorine 0.5 1.6 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0221830. Sewage. Borough of West Sunbury, P. O. Box 202, West Sunbury, PA 16061.
This application is for a renewal of an NPDES Permit to discharge treated sewage to the UNT to South Branch Slippery Rock Creek in Clay Township, Butler 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 Camp Allegheny intake on Slippery Rock Creek located at Clay Township, Butler County, approximately 36 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.028 mgd are:
Average Weekly Instantaneous Parameter Monthly (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 5,600/100 ml as a geometric average Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times The EPA waiver is in effect.
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