NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[35 Pa.B. 2766]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments 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.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT andT Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PAS602202 Denco Tire Recycling, Inc.
333 Industrial Boulevard
Stockertown, PA 18083-0100Northampton County
Stockertown BoroughUNT to Bushkill Creek
01FY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0209261 Liberty Township
197 Morresburg Road
Danville, PA 17821Montour County
Liberty TownshipCatawissa--Roaring Creeks
5EY PA0009032
IWGTE Operations Support Incorporated
600 Hidden Ridge Drive
Irving, TX 75038Muncy Township
Lycoming CountyWest Branch Susquehanna River
10-DY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0101940 Country Estates Mobile Home Park
R. R. 2, Box 12A
Kennerdell, PA 16374-8706Clinton Township
Venango CountyTrout Run Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES PA0058963, Industrial Wastewater, JDM Materials Company, 851 County Line Road, Huntingdon Valley, PA 19006. This proposed facility is located at 451 East Reliance Road, Telford Borough, Bucks County, PA 18969.
Description of Proposed Activity: This application is for issuance of a new NPDES permit to discharge stormwater runoff from a Ready-Mix Concrete Batch Plant to a UNT to Mill Creek.
The receiving stream, Mill Creek is in the State Water Plan watershed 3E--Perkiomen and is classified for: TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on Environmental Protection Agency's effluent guidelines.
Concentration (mg/l)
Average Maximum Instantaneous Parameters Annual Daily Maximum (mg/l) Total Suspended Solids (TSS) 50 100 100 Oil and Grease Monitor and Report pH Within limits of 6.0 and 9.0
Standard Units at all timesThe EPA waiver is in effect.
Major Permit Conditions:
1. The permittee shall implement Best Management Practices to control total suspended solids with effluent limits posted above and maintain the pH of the stormwater runoff between 6.0 and 9.0.
2. The permittee shall monitor the pH of the receiving stream during periods when stormwater runoff is discharging from the site.
PA0011231, IW, SIC 46/13, Buckeye Pipe Line Company, LP, P. O. Box 368, Emmans, PA 18049-0368. This proposed facility is located in Upper Chichester Township, Delaware County.
Description of Proposed Activity: Streamwater discharge from Chelsea Pipe Line Station and Tank Farm.
The receiving stream, Boosers Run a tributary a Marcus Hook Creek, is in the State Water Plan watershed 3G and is classified for: WWF, aquatic life, water supply and recreation. There is no public water supply down stream to this discharge.
The proposed effluent limits for Outfall 001--003, are based on stormwater flow, are as follows:.
Maximum Instantaneous Parameters Daily
(mg/l)Maximum
(mg/l)Total Recoverable Petroleum Hydrocarbons Monitor and Report Monitor and Report Gasoline Rang Organics Monitor and Report Monitor and Report Diesel Range Organics Monitor and Report Monitor and Report In addition to the effluent limits, the permit contains the following other requirements:
1. BAT/ELG Reopener.
2. Change of Ownership.
3. Product Contaminated Stormwater Runoff.
4. Additional Monitoring and Reporting Requirements.
5. Preparedness, Prevention and Contingency (PPC) Planning.
6. Other Discharges Associated with the Facility.
7. Definitions.PA0057720, Industrial Waste, SIC 2033, Sunny Dell Foods, Inc., 214 South Mill Road, Kennett Square, PA 19348. This facility is located in Kennett Township, Chester County.
Description of Proposed Activity: This application requests approval of a renewal NPDES permit. Outfall 001 discharges 0.05 mgd of treated process wastewater from mushroom washing, blanching and cleanup. Outfall 002 discharges 0.09 mgd of cooling water from can cooling.
The receiving stream, West Branch Red Clay Creek, is in the State Water Plan watershed 3I and is classified for: TSF, aquatic life, water supply and recreation. No downstream public water supply intakes are in this Commonwealth. The State line is 3 miles downstream and a public water supply intake is located 7 miles downstream from the State line in Delaware (Stanton Plant Delaware Waterworks).
The proposed effluent limits for Outfall 001 are, based on a discharge flow of 0.05 mgd, as follows:
Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 9.5 19 24 Total Suspended Solids 12.5 19 30 45 60 Total Dissolved Solids 417 834 1,000 2,000 2,500 NH3N 1.9 3.8 4.8 Total Phosphorus 1.9 3.8 4.8 Oil and Grease 15 30 Dissolved Oxygen 5.0 (Inst. Min.) Fecal Coliform 200/100 ml 1,000/100 (Geo Mean) pH (Std Units) 6.0 (Inst. Min.) 9.0 The proposed effluent limits for Outfall 002 are, based on a discharge flow of 0.09 mgd, as follows:
Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 2.0 4.0 5.0 Total Suspended Solids 22.5 33.8 30 45 60 NH3N Monitor and Report Monitor and Report Monitor and
ReportTotal Phosphorus 0.075 0.15 0.19 Dissolved Oxygen 5.0 (Inst. Min.) Fecal Coliform 200/100 ml 1,000/100 ml (Geo Mean) 9.0 pH (Std Units) 6.0 (Inst. Min.) 1.2 Total Residual Chlorine 0.5 Temperature Daily Avg. °F Inst. Max °F January 1--January 31 87 110 February 1--February 29 83 110 March 1--May 31 110 110 June 1--June 15 92 110 June 16--June 30 108 110 July 1--July 31 78 110 August 1--October 15 110 110 October 16--October 31 98 110 November 1--November 15 110 110 November 16--November 30 73 110 December 1--December 31 77 110 The proposed mass limits for CBOD5, NH3N and Phosphorus are combined for Outfalls 001 and 002:
Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Outfall 001 + Outfall 002 5.4 1.9 NH3N as N Outfall 001 + Outfall 002 0.9 1.8 Total Phosphorus Outfall 001 + Outfall 002 0.9 1.8 In addition to the effluent limits, the permit contains the following major other conditions:
1. Notification of Designation of Operator.
2. Effective Disinfection.
3. Remedial Measures if Unsatisfactory Effluent.
4. Discharge to Small Stream.
5. BAT/ELG Reopener.
6. Thermal Requirements.
7. 2°F Temperature Change in 1-Hour.
8. No Chemical Additives.
9. Change in Ownership.
10. TRC Requirements.
11. Solids Handling.
12. TMDL/WLA Data.
13. I-Max.
14. Submit DMR Including No Discharge.PA0026867, Sewage, SIC 59, Abington Township, 1176 Old York Road, Abington, PA 19001-3713. This proposed facility is located in Upper Dublin Township, Montgomery County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 3.91 mgd of treated sanitary sewage from a facility located at 1000 Fitzwatertown Road, Roslyn, PA 19001-4008.
The receiving stream, Sandy Run, is in the State Water Plan watershed 3F (Lower Schuylkill) and is classified for: TSF. The nearest downstream public water supply intake for City of Philadelphia--Queen Lane Intake is located on the Schuylkill River. The final effluent limits listed for this permit are based on the final Wissahickon TMDL dated October 9, 2003, which established waste load allocations for this facility for the parameters CBOD5, Ammonia as N, Nitrite + Nitrate as N and Dissolved Oxygen.
The proposed effluent limits for Outfall 001, effective from permit issuance through 36 months, are based on a design flow of 3.91 mgd:
Mass (lb/day)
Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 (5-01 to 10-31) 326 489 10 15 20 (11-01 to 4-30) 652 978 20 30 40 Total Suspended Solids 978 1,467 30 45 60 Ammonia as N (5-01 to 10-31) 65 2.0 4.0 (11-01 to 4-30) 130 4.0 8.0 Phosphorus as P Monitor and Report Monitor and Report Nitrite + Nitrate as N Monitor and Report Iron Total Monitor and Report Dissolved Monitor and Report Aluminum, Total Monitor and Report Fecal Coliform 200#/100 ml as a geometric mean
Dissolved Oxygen Minimum of 5.0 at all times
pH Within limits of 6.0 to 9.0 Standard Units The proposed effluent limits for Outfall 001, effective from 37 months through permit expiration, are based on a design flow of 3.91 mgd:
Mass (lb/day)
Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 245 367 7.5 11.25 15 (11-1 to 4-30) 489 734 15 22.5 30 Total Suspended Solids 978 1,467 30 45 60 Ammonia as N (5-1 to 10-31) 23 0.72 1.44 (11-1 to 4-30) 70 2.16 4.32 Phosphorus as P Monitor and Report Monitor and Report Orthophosphate-P 59 1.82 3.64 Nitrite + Nitrate as N Monitor and Report Iron Total Monitor and Report Dissolved Monitor and Report Aluminum, Total Monitor and Report Fecal Coliform 200#/100 ml as a geometric mean
Dissolved Oxygen Minimum of 7.0 at all times
pH Within limits of 6.0 to 9.0 standard units
In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Operator.
2. Average Weekly Definition.
3. Remedial Measures.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Small Stream Discharge.
7. Change of Ownership.
8. UV Disinfection.
9. Sludge Disposal Requirements.
10. TMDL/WLA Analysis.
11. WET Tests Required for Renewal.
12. Chronic WET Monitoring.
13. Instantaneous Maximum Limits.
14. Requirements Applicable to Stormwater Outfalls.
15. Operations and Maintenance Plan.
16. Laboratory Certification.
17. Copper/Water Effects Ratio.The EPA waiver is not in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0036269, Sewage, Stewartstown Borough Authority, 6 North Main Street, Stewartstown, PA 17363.
Description of activity: The application is for the renewal of an NPDES permit for an increased discharge of treated sewage from a publicly owned treatment works in Hopewell Township, York County.
The receiving water, Ebaughs Creek, is in Watershed 7-I and is classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Aberdeen Proving Ground in Maryland is located on Deer Creek, approximately 43 miles downstream. The discharge is not expected to affect the water supply.
The proposed final effluent limits for Outfall 001 based on an annual average flow rate of 0.625 mgd, to become effective 2 years following permit issuance when the upgraded plant is operational, are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 Total Phosphorus 2.0 4.0 NH3-N (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 8.5 17 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) 5,300/100 ml as a geometric average
Total Metals* Monitor and
ReportWhole Effluent Toxicity (TUc) 2.2 * Total Metals include Total Copper, Total Lead, Total Zinc, Total Selenium, Total Silver, Total Mercury, Total Cadmium and Total Antimony.
Final limitations for Total Nitrogen and Total Phosphorus on an average annual mass loading basis are proposed to implement the Chesapeake Bay Tributary Strategy for point sources.
Individuals can make an appointment to review the Department of Environmental Protections's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0081264, Sewage, Mountainview Thoroughbred Racing Association (Penn National of Grantville), P. O. Box 32, Grantville, PA 17028. This facility is located in East Hanover Township, Dauphin County.
Description of activity: The application is for issuance of an NPDES permit for an existing discharge of treated sewage.
The receiving stream is a UNT of the Swatara Creek, is in Watershed 7-D and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on the Swatara Creek, approximately 10 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.23 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12 Total Phosphorus 2.0 4.0 5,601 lbs/year Total Nitrogen Annual Average 700 lbs/year Total Phosphorus Annual Average Total Residual Chlorine 0.2 0.6 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) 2,300/100 ml as a geometric average Individuals make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0228907, Sewage, Nippenose Township, P. O. Box 201, 220 Second Street, Antes Fort, PA 17720. This proposed facility is located in Nippenose Township, Lycoming County.
Description of Proposed Activity: Construction of a proposed treatment facility.
The receiving stream, West Branch Susquehanna River, is in the State Water Plan watershed 10A and is classified for: WWW. The nearest downstream public water supply intake is Pennsylvania American Water Company in Milton located on West Branch Susquehanna River, approximately 40.5 miles below the proposed point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.070 mgd.
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric mean
(10-1 to 4-30) 2,000/100ml as a geometric mean pH 6.0 to 9.0 at all times
Total Nitrogen Monitor and Report
Total Phosphorous Monitor and Report
Transmissivity Monitor and Report
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0090379, Industrial Waste, SIC, 4941, Indiana County Municipal Services Authority, 827 Water Street, Indiana, PA 15701. This application is for renewal of an NPDES permit to discharge treated process water from the Jacksonville Water Plant in Black Lick Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, UNT of Aultman's Run, classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Buffalo Township Water Authority, located at Freeport, 47 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.02 mgd.
Mass (lb/day)
Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report 0.020 Total Suspended Solids 30 60 Aluminum 4 8 Iron 2 4 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.
PA0216712, Industrial Waste, SIC 4941, Municipal Authority of the City of New Kensington, P. O. Box 577, New Kensington, PA 15068. This application is for renewal of an NPDES permit to discharge treated process water and untreated stormwater from the MACNK H. Burns Smith Water Treatment Plant in the City of New Kensington, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Municipal Authority of New Kensington, located near Outfalls 001/002 on the Allegheny River, at the discharge point.
Outfall 001: existing discharge, design flow of 0.387 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 30 60 Iron (Total) 2.0 4.0 Aluminum 4.0 8.0 Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 s.u. Other Conditions: Residual solids control, floating solids control, stormwater conditions, chemical additive requirements, Total Residual Chlorine conditions.
The EPA waiver is in effect.
PA0218219, Industrial Waste, SIC 4491, C & C Marine Maintenance Company, P. O. Box 520, Point Pleasant, WV 25550. This application is for issuance of an NPDES permit to discharge treated process water from the Georgetown Landing in Georgetown Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is in East Liverpool, OH, 1.5 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.003 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 30 75 NH3N 20 40 Oil and Grease 15 30 Iron 3.0 7.5 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0027618, Sewage, Bethel Park Municipal Authority, 5100 West Library Avenue, Bethel Park, PA 15102. This application is for renewal of an NPDES permit to discharge treated sewage from Piney Fork Wastewater Treatment Plant in South Park Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Piney Fork, which are classified as a TSF 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 Pennsylvania-American Water Company.
Outfall 001: existing discharge, design flow of 4.92 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 4.0 6.0 8.0 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
Total Residual Chlorine 0.16 0.53 Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: SW2 will be permitted to discharge uncontaminated stormwater runoff from the WWTP site.
The EPA waiver is not in effect.
PA0093785, Sewage, Williamhouse LLC. This application is for renewal of an NPDES permit to discharge treated sewage from Williamhouse Sewage Treatment Plant in Upper Tyrone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Jacobs Creek, which are classified as a WWF 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: McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.014 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) 3.5 7.0 (11-1 to 4-30) 10.5 21.0 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
Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
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