NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[30 Pa.B. 4017]
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, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 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 0026468. Sewage, Lower Bucks County Joint Municipal Authority, 7811 New Falls Road, Levittown, PA 19058-0460.
This application is for renewal of an NPDES permit to discharge treated sewage and stormwater from Lower Bucks County Joint Municipal Authority's Wastewater Treatment Plant in Bristol Township, Bucks County. This is an existing discharge to Delaware River (Estuary Zone 2).
The receiving stream is classified for the following uses: warm water fishery, migratory fishery, aquatic life, water supply and recreation.
The nearest downstream public water supply intake is for Philadelphia Suburban Water Company which is approximately 2 1/2 miles downstream of the point of discharge. Also, the nearest upstream Water Supply intake is for Lower Bucks County Joint Municipal Authority's potable water treatment plant, which is approximately 1,500 feet upstream of the point of discharge. The Estuary is tidal in this area.
The proposed effluent limits for Outfall 001, based on an average flow of 10 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) BOD5 19 29 39 Suspended Solids 30 45 60 Ammonia (as N) 35 70 BOD5 (Percent Removal) >=88.5 CBOD20 (lb/day) 2,410 Total Residual Chlorine 0.5 1.6 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Total Copper monitor/report Total Lead monitor/report Total Zinc monitor/report Tetrachloroethylene monitor/report The proposed effluent limits for Outfalls 002 and 003 (Stormwater) are as follows:
Average Maximum Parameter Annual (mg/l) Daily (mg/l) CBOD5 monitor/report monitor/report COD monitor/report monitor/report Suspended Solids monitor/report monitor/report Oil and Grease monitor/report monitor/report pH monitor/report monitor/report Total Kjedahl Nitrogen monitor/report monitor/report Total Phosphorus monitor/report monitor/report Iron (Dissolved) monitor/report monitor/report Other Conditions:
The EPA waiver is not in effect.
Conditions for future permit modification.
Implementation of industrial pre-treatment program requirements.
Effective disinfection.
88.5% reduction of BOD5 per DRBC requirements.
Special Test Methods for certain pollutants.
Stormwater Requirements.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0020176. Sewerage, Slatington Borough Authority, 125 South Walnut Street, Slatington, PA 18080.
This proposed action is for rerate of a NPDES permit to discharge treated sewage into Lehigh River in Slatington Borough, Lehigh County.
The receiving stream is classified for the following uses: trout stocking fishery, 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 (PWS) considered during the evaluation is Northampton Water Supply on Lehigh River.
The proposed effluent limits for Outfall 001 based on a design flow of 1.15 mgd are:
Monthly Average 7 Day Average Instantaneous Parameter (mg/l) (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliform 200/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times
Total Residual Chlorine .5 1 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 0027022. Sewage, SIC Code 4952, Altoona City Authority (Westerly Wastewater Treatment Facility), 20 Greenwood Road, Altoona, PA 16602-7114.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Beaverdam Branch, in Allegheny Township, Blair 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 the 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 9.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (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) 2.5 -- 5.0 (11-1 to 4-30) 4.0 -- 8.0 Total Copper 0.027 -- 0.068 Total Phosphorus monitor and report Total Nitrogen monitor and report 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 Persons may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA 0083691. Industrial waste, SIC Code 4941, West Earl Township, 157 West Metzler Road, Brownstown, PA 17508.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary of the Conestoga River, in West Earl 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 to TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Lancaster City Municipal Water Authority located in Lancaster City, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfalls 001 and 002 for a design flow of 0.0097 mgd are:
Average Maximum Instantaneous Parameter Monthly (mos/kg) Daily (mos/kg) Maximum (mos/kg) Osmotic Pressure XXX 2,000 2,500 pH 6--9 Persons may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA0026743. Sewage, SIC Code 4952, City of Lancaster, 160 North Duke Street, Lancaster, PA 17608.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Conestoga River, in Lancaster City, 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 29.73 (Interim) and 32.08 (Final) mgd are:
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 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 -- 5.0 (11-1 to 4-30) 7.5 -- 15 Total Phosphorus 2.0 -- 4.0 Total Residual Chlorine 0.14 -- 0.44 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) 2,050/100 ml as a geometric average Persons may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA 0027014. Sewage, SIC Code 4952, Altoona City Authority (Easterly Wastewater Treatment Facility), 20 Greenwood Road, Altoona, PA 16602-7114.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Little Juniata River, in Logan 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 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 8.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 20 30 40 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2 -- 4 (11-1 to 4-30) 3.5 -- 7 Total Copper 0.017 -- 0.042 Total Phosphorus monitor and report Total Nitrogen monitor and report Total Zinc 0.108 -- 0.270 Dissolved Oxygen (2-15 to 7-31) minimum of 6.0 at all times (8-1 to 2-14) minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive 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 Persons may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA 0088323. Industrial waste, SIC Code 4911, Calpine Construction Finance Company, L. P., The Pilot House, Second Floor, Lewis Wharf, Boston, MA 02110.
This application is for issuance of an NPDES permit for a new discharge of treated industrial waste to the Schuylkill River, in Ontelaunee 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 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 0.35 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Total Dissolved Solids 1,500 3,000 3,000 Total Zinc 1.0 2.0 2.5 Total Chromium 0.20 0.90 0.50 Chromium VI monitor and report monitor and report -- Oil and Grease 15 30 30 Temperature -- monitor and report -- Total Residual Chlorine 0.20 -- 0.50 PCB--1242 nondetectable PCB--1254 nondetectable PCB--1221 nondetectable PCB--1232 nondetectable PCB--1248 nondetectable PCB--1260 nondetectable PCB--1016 nondetectable pH 6.0 to 9.0 at all times
Persons may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
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 0028282. Sewerage, SIC 4952, Eagles Mere Borough Authority, P. O. Box 393, Eagles Mere, PA 17731-0393.
This proposed action is for re-issuance of an NPDES permit of treated sewage to The Outlet, Mackey's Run and unnamed tributary of Double Run in Eagles Mere Borough, Sullivan County.
The receiving streams are classified for the following uses: high quality-cold water fishery for the Outlet and Mackey's Run and cold water fishery for Double Run 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 Pennsylvania-American Water Company intake at Milton.
The proposed effluent limits for Outfall 001 and 001A based on a design flow of 0.066 mgd are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (Std Units) within the range 6.0 to 9.0
Total Cl2 Residual monitor and report/provide effective de-chlorination
CBOD5 (7-1 to 10-31) 15 25 30 (11-1 to 6-30) 25 40 50 TSS 30 45 60 NH3-N (7-1 to 10-31) 3 4.5 6 (11-1 to 6-30) 9 13.5 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 The proposed effluent limits for Outfall 001B, based on a design flow of varies upon rainfall mgd are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (Std Units) within the range 6.0 to 9.0
CBOD5 (7-1 to 10-31) monitor XXX XXX (11-1 to 6-30) monitor XXX XXX TSS monitor XXX XXX NH3-N (7-1 to 10-31) monitor XXX XXX (11-1 to 6-30) monitor XXX XXX 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 The proposed effluent limits for Outfalls 002 and 002A based on a design flow of 0.066 mgd are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (Std Units) within the range 6.0 to 9.0 Total Cl2 Residual monitor and report/provide effective de-chlorination CBOD5 (7-1 to 10-31) 15 25 30 (11-1 to 6-30) 25 40 50 TSS 30 45 60 NH3-N (7-1 to 10-31) 3 4.5 6 (11-1 to 6-30) 9 13.5 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 The proposed effluent limits for Outfall 002B based on a design flow of varies upon rainfall mgd are:
Concentrations (mg/l) Discharge Average Average Instantaneous Parameter Monthly Weekly Maximum Dissolved Oxygen monitor pH (Std Units) Within the range 6.0 to 9.0 CBOD5 (7-1 to 10-31) XXX monitor XXX (11-1 to 6-30) XXX monitor XXX TSS XXX monitor XXX NH3-N (7-1 to 10-31) XXX monitor XXX (11-1 to 6-30) XXX monitor XXX 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 The proposed effluent limits for Outfall 003 based on a design flow of 0.0265 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 12 18 24 TRC monitor monitor monitor Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2000/100 ml as a geometric average pH 6.0--9.0 at all times Other Conditions: none
The EPA waiver is in effect.
PA 0112275. Industrial waste, SIC, 3274, Con-Lime, Inc., P. O. Box 118, Bellefonte, PA 16823.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to Buffalo Run in Benner Township, Centre County.
The receiving stream is classified for the following uses: high quality cold water fishery, 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 approximately 90 river miles downstream.
The proposed effluent limits for Outfall 001 and Outfall 002 are:
Concentration (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Total Suspended Solids 30 45 60 Total Iron report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0228257. SIC 3312, ISTIL (USA) Milton, Inc., P. O. Box 298, Milton, PA 17847.
This proposed action is for issuance of an NPDES permit for a new discharge of treated steel mill contact and noncontact cooling water to West Branch Susquehanna River in Milton Borough, 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 of 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 0.011 mgd are:
Discharge Average Maximum Instantaneous Parameter Monthly Daily Maximum pH (Std units) within the range 6.0 to 9.0 Total Suspended Solids 25 60 75 Total Iron 12 18 24 Oil/Grease 10 30 30 Temperature 105°F Cadmium monitor/report Total Chromium monitor/report Copper monitor/report Lead monitor/report Mercury monitor/report Nickel monitor/report Silver monitor/report Zinc monitor/report Other Conditions:
1. Chemical Additives
2. Collected Screenings, etc.The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0218553. Industrial waste, SIC, 3273, Beaver Concrete and Gravel Company, 600 Railroad Street, Rochester, PA 15074.
This application is for issuance of an NPDES permit to discharge stormwater from Beaver Concrete and Gravel Company in Rochester Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, 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 Arco Chemical Company, located in Monaca, 5.0 miles below the discharge point.
Outfall 001: new discharge of stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30 60 Oil and Grease monitor and report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0029840. Sewage, Armstrong County Commissioners, 402 Market Street, Kittanning, PA 16201.
This application is for renewal of an NPDES permit to discharge treated sewage from the Armsdale Sewage Treatment Plant in Rayburn Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Cowanshannock Creek, which are classified as a trout stock 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 Western Pennsylvania Water Company on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.06 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 13.0 19.5 26.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: The design flow of the plant may increase to 0.21 mgd before the NPDES permit expires. The limits for a 0.21 mgd flow would be as follows:
Average Average Instantaneous Parameter Monthly Weekly Maximum CBOD5 Day (5-1 to 10-31) 15 22.5 30 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 6.0 9.0 12.0 (11-1 to 4-30) 18.0 27.0 36.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 7,000/100 ml as a geometric mean Total Residual Chlorine 0.5 1.6 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0038504. Sewage, Village of Searights--Limited Partnership, P. O. Box 600, Uniontown, PA 15401.
This application is for renewal of an NPDES permit to discharge treated sewage from the Village of Searights Sewage Treatment Plant in Menallen Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Saltlick Run, 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 California Water Company located on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.06 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,500/100 as a geometric mean Total Residual Chlorine (1st month--36month) monitor and report
(37th month--expiration) 0.2 0.5 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0098396. Sewage, Oak Estates, Inc., 600 Laurelview Drive, Mt. Pleasant, PA 15666.
This application is for renewal of an NPDES permit to discharge treated sewage from Laurelview Manor MHP STP in Bullskin Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary of Jacobs Creek, 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 Westmoreland County Municipal Authority--McKeesport.
Outfall 001: existing discharge, design flow of 0.03 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.5 7.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 as a geometric mean Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
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