[31 Pa.B. 829]
[Continued from previous Web Page] Application No. PA 0083054, SIC Code 4952, Sewage, Ashbridge Oil Company (Townhill Auto/Truck Plaza Sewage Treatment Plant), 9848 Old 126, Exit 31, Warfordsburg, PA 17267.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to a dry swale tributary to Wildcat Hollow Run in Watershed 11-C (Dunning Creek), in Brush Creek Township, Fulton County.
The receiving stream is classified for High Quality-Cold 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 Borough of Saxton located in Bedford County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.015 MGD are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 1.0 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) 2,00/100 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.
Application No. PA 0084212, SIC Code 4952, Sewage, Leacock Township Sewer Authority, P. O. Box 558, Intercourse, PA 17534.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Muddy Run, in Leacock Township, Lancaster 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 Holtwood Power Plant located in Martic Township, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.3 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 - 6.0 (11-1 to 4-30) 9.0 - 18 Total Phosphorus 2.0 - 4.0 Total Residual Chlorine 0.5 - 1.6 Total Nitrogen Monitor 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.
Application No. PA 0087076, SIC Code 7211, Industrial Waste, Hershey Entertainment & Resort Company, 300 Park Boulevard, Hershey, PA 17033.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Spring Creek in Watershed 7-D, in Derry Township, 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 United Water of Pennsylvania on the Swatara Creek located in Hummelstown, 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 0.0288 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Monitor
pH (S.U.) 6.0--9.0
PCE 0.050 0.100 0.125 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.
Application No. PA 0087181, SIC Code 4952, Sewage, Ephrata Borough Authority (Plant #2), 114 East Main Street, Ephrata, PA 17522.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Cocalico Creek, in Ephrata Township, Lancaster 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 Ephrata Area Joint Authority located in Ephrata Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.3 MGD are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 - 50 Suspended Solids 30 45 - 60 NH3-N (5-1 to 10-31) 4 - - 8 (11-1 to 4-30) 12 - - 24 Total Phosphorus 2 - - 4 NO2 + NO3 - - 24 30 Total Dissolved Solids 1,200 - 1,800 2,400 Total Residual Chlorine 0.48 - - 1.6 Total Nitrogen Monitor
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) 6,100/100 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.
Application No. PA 0088455, SIC Code 0723, Industrial Waste, Rice Fruit Co., Inc., 2760 Carlisle Road, Gardners, PA 17324-0066.
This application is for issuance of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary of Opossum Creek in Watershed 7-F (Conewago Creek), in Menallen Township, Adams County.
The receiving stream is classified for trout stocking 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 Wrightsville Water Supply Co. located on the Susquehanna River in 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 0.04 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 at all times
Dissolved Oxygen Minimum of 5.0 mg/l at all times
Total Residual Chlorine 0.2 XXX 0.67 Total Suspended Solids 30 60 75 CBOD5 25 50 62 NH3-N (5-1 to 10-31) 1.5 3.0 3.7 (11-1 to 4-30) 4.5 9.0 11.2 Oil and Grease 15 XXX 30 Pesticides XXX Monitor & Report
XXX 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.
Application No. PA 0010375, SIC Code 3241, Industrial Waste, Lehigh Portland Cement Company, 200 Hokes Mill Road, York, PA 17404.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary of Codorus Creek in Watershed 7-H, in West Manchester Township, York 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 down-stream potable water supply intake considered during the evaluation was the Wrightsville Water Supply Company located in York County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 002 for a flow of 0.02 MGD (overflow from retention basin) are:
Average Maximum Instantaneous Parameter M0nthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0 to 9.0 S.U. at all times
Total Suspended Solids Monitor & Report
Monitor & Report
XXX Oil and Grease 15 XXX 30 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.
Application No. PA 0012319, SIC Code 5169, Industrial Waste, Textile Chemical Company, Inc. (Pottsville Pike Facility), Pottsville Pike and Huller Lane, Reading, PA 19612.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Schuylkill River in Watershed 3-C, in Ontelaunee Township, Berks 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 Pottstown Borough Authority on the Schuylkill River located in Pottstown Borough, Berks County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001-MP 101 for a design flow of 0.005 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Monitor & Report
pH (S.U.) 6.0--9.0
BOD 85% Removed TSS 100 200 250 TDS 1,000 2,000 2,500 Color 100 200 250 Total Iron Monitor & Report
Dissolved Iron Monitor & Report Total Chromium Monitor & Report
Chromium IV Monitor & Report
Total Copper 2.1 4.2 5.3 Osmotic Pressure Monitor & Report Total Residual Chlorine 1.5 3.0 3.8 NH3-N 20 40 40 The proposed effluent limits for Outfall 001-MP 201 for a design flow of 0.084 MGD are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Monitor & Report
pH (S.U.) 6.0--9.0
TSS 30 60 75 TDS 1,000 2,000 2,500 1,1-dichloroethylene Monitor & Report
Tetrachloroethylene Monitor & Report
Methylene Chloride Monitor & Report
Benzene Monitor & Report
Trichloroethylene 0.028 0.056 0.07 Toluene 2.19 4.38 5.48 Total Manganese Monitor & Report
Dissolved Iron Monitor & Report
Total Iron Monitor & Report
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.
Application No. PA 0082911, SIC Code 4952, Sewage, Wellington Heights Property Owners Association, Box 58, Bowmansdale, PA 17008-0058.
This application is for renewal of an NPDES permit for a new discharge of treated sewage to the Yellow Breeches Creek in Watershed 7-E, in Monaghan Township, York County.
The receiving stream is classified for cold 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 Fairview Township, 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 0.025 MGD are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 NH3-N Monitor & Report
XXX Total Residual Chlorine 0.5 1.6 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) 30,000/100 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.
Application No. PA 0084212, SIC Code 4952, Sewage, Leacock Township Sewer Authority, P. O. Box 558, Intercourse, PA 17534.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Muddy Run, in Leacock Township, Lancaster 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 Holtwood Power Plant located in Martic Township, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.3 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 - 6.0 (11-1 to 4-30) 9.0 - 18 Total Phosphorus 2.0 - 4.0 Total Residual Chlorine 0.5 - 1.6 Total Nitrogen Monitor
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.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
PA 0020567, Sewerage SIC 4952, Northumberland Sewer Authority, 100 Water Street, Northumberland, PA 17857. This proposed facility is located in Northumberland Borough, Northumberland County.
Description of Proposed Activity: Renewal of an NPDES permit for an existing discharge of treated sewage. The receiving stream, Susquehanna River, is in watershed 5-E Catawissa, and classified for: WWF. The proposed effluent limits for Outfall 001, based on a design flow of 1.125 mgd.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) C-BOD5 25.0 40.0 Suspended Solids 30.0 45.0 Total Chlorine 1.0 In addition to the effluent limits, the permit contains the following major special conditions.
1. Queen Street pumping station bypass monitoring.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
PA0002739, Industrial Waste, SIC 3316, Allegheny Ludlum Corporation, 100 River Road, Brackenridge, PA 15014-1597.
This application is for renewal of an NPDES permit to discharge non-contact cooling water, treated process and sewage wastewater and untreated storm water from Houston Plant located in Chartiers Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Chartiers Run, classified as a WWF fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is West View Municipal Authority, located at 210 Perry Highway, Pittsburgh, PA 15229, approximately 40 miles downstream the discharge point.
Outfall 002: existing discharge, design flow of 0.133 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Monitor and Report Temperature °F (3/1-10/15) 110 (1/1-1/31) 84.9 (2/1-2/29) 89.2 (10/16-10/31) 10.4 (11/1-11/15) 102.9 (11/16-11/30) 86 (12/1-12/31) 75.7 TRC pH Between 6.0 and 9.0 at all times Outfall 004: existing discharge, design flow of 0.114 mgd, respectively.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Monitor and Report Temperature °F (3/1-10/15) 110 (1/1-1/31) 92.4 (2/1-2/29) 97.3 (11/16-11/30) 91.9 (12/1-12/31) 81. 3 TRC pH Between 6.0 and 9.0 at all times
Outfall 005: existing discharge, design flow of 0.028 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Monitor and Report TSS 387.1 993.5 25 50 Oil & Grease 68.8 301.2 10 30 Total Residual 0.5 1.25 Chlorine Temperature 110°F Lead 0.14 0.34 0.1 0.3 0.38 Zinc 0.36 0.91 0.15 0.45 0.56 Iron 1.0 2.0 2.5 Nickel 0.3 0.6 0.75 Hex. Chromium 0.1 0.3 0.38 Cyanide (Total) 0.59 0.14 0.08 0.2 0.25 Free Cyanide 0.07 0.144 0.18 Fluoride 5.8 11.7 25 50 62.5 Ammonia 28.6 65.1 58.6 133.3 167 Titanium 0.23 0.53 0.66 pH Between 6.0 and 9.0 at all times
* Included in the permit along with a Special Condition specifically for enforcement purpose only.
Outfall 105: existing discharge, design flow of 0.037 mgd (flows are recycled.)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Monitor and Report TSS 30 60 CBOD5 25 50 Fecal Coliform See Part C for effective disinfection
% Removal (TSS & CBOD5) Refer to Part C
pH Between 6.0 and 9.0 at all times
Outfalls 001, 003, 006, 007, 008, 009, 010 and 011: existing discharge, design flow of N/A mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Discharge consists solely of uncontaminated storm water runoff. The EPA waiver is in effect.
PA0095010, Industrial Waste, SIC, 4941, Greater Johnstown Water Authority, 111 Roosevelt Boulevard, Johnstown, PA 15907.
This application is for renewal of an NPDES permit to discharge treated process water and storm water from the Riverside Water Plant in Stonycreek Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, Stony 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 the Saltsburg Water Authority, located at Saltsburg, 52 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.3655 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report TSS 30 60 Aluminum 4 8 Iron 2 4 Manganese 1 2 TRC 0.5 1.0 pH not less than 6.0 nor greater than 9.0
Outfall 002: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall only discharge storm water.
The EPA waiver is in effect.
PA0205991, Industrial Waste, SIC, 4941, Moon Township Municipal Authority, 1000 Beaver Grade Road, Coraopolis, PA 15108.
This application is for renewal of an NPDES permit to discharge treated process and untreated storm water from the Moon Township Water Filtration Plant in Moon Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, the Ohio River, 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 the Midland Borough Water Authority, located at 25 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.065 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Suspended Solids 30 60 Iron 2 4 Aluminum 4 8 Manganese 1 2 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
Outfall 001: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This discharge shall consist solely of those
sources previously monitored at IMP 101 and
uncontaminated storm water runoff from
roof drains and parking lot drains.PA0217034, Industrial Waste, SIC, 3312, Koppers Industries, Inc., 436 Seventh Avenue, Pittsburgh, PA 15219.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water and storm water from the Monessen Coke Plant in Monessen, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River, 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 the Western Pennsylvania Water Company-Aldrich Station, located at Box 302, Elrama, PA 15038, 13.6 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.353 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 Total Residual Chlorine 0.5 1.25 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 101: existing discharge, design flow of 0.11 MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Suspended Solids 310 598 140 270 337 Oil and Grease 26 78 10 Ammonia-Nitrogen 39 135 25 85 106 Cyanide 8.7 15.8 5.5 10 12 Phenols (4AAP) 0.08 0.16 0.05 0.1 0.125 Benzene 0.08 0.05 Naphthalene 0.08 0.05 0.06 Benzo(a)pyrene 0.08 0.05 0.06 Total Residual Chlorine 0.5 1.25 pH not less than 6.0 nor greater than 9.0
Outfall 002: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Suspended solids 50 Iron Monitor & Report Manganese Monitor & Report pH Not less than 6.0 nor greater than 9.0
Other Conditions:
The EPA waiver is in effect.
PAS236103, Industrial Waste, SIC 2816, Cerdec Corporation Drakenfeld Colors, P. O. Box 519, Washington, PA 15301.
This application is for issuance of an NPDES permit to discharge untreated storm water from the Cerdec Drakenfeld Colors Facility in Canton Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Chartiers Creek (001) and Canton Township Storm Sewer (002), 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 West View Water, located at West View on the Ohio River, over 17 miles below the discharge point.
Outfalls 001 and 002: existing storm water discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Oil and Grease Monitor and Report
Antimony Monitor and Report
Cadmium Monitor and Report
Chromium, Hexavalent Monitor and Report
Copper Monitor and Report
Lead Monitor and Report
Nickel Monitor and Report
Selenium Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report Fluoride Monitor and Report
Iron, Total Monitor and Report
Total Suspended Solids Monitor and Report
Other Conditions: Solids disposal, floating solids, storm water conditions, provide analytical results for a complete analysis within 90 days.
The EPA waiver is in effect.
PA0093408, Sewage, Cumberland Township Supervisors, 100 Municipal Road, Carmichaels, PA 15320.
This application is for renewal of an NPDES permit to discharge treated sewage from Crucible Water Pollution Control Facility in Cumberland Township, Greene 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: Tri County Joint Municipal Authority.
Outfall 001: existing discharge, design flow of 0.0995 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 9-30) 100,000/100 ml as a geometric mean
Total Residual Chlorine 1st month--36th month Monitor and Report
37th month--expiration 0.7 1.6 pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
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