NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[34 Pa.B. 2336]
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&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES Permit
No. (Type)Facility Name
and AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0053376 Strawberry Family Restaurant
3152 Middle Creek Road
Gilbertsville, PA 19525-9465Montgomery County
Upper Hanover TownshipUNT of Perkiomen Creek Y PA0056197 Jay R. and Mary Anne Powell
31 Timber Lane
Thornton, PA 19373-1050Chester County
Thornbury TownshipUNT to West Branch of Chester Creek Y PA0040436 Chadds Ford Investment Company
514 McCue Road
Avondale, PA 19311Chester County
New Garden TownshipUNT East Branch White Clay Creek Y PA0056081 Victorian Wycombe Inn
P. O. Box 104
Wycombe, PA 18980Bucks County
Wrightstown TownshipUNT to Mill Creek Y
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES Permit
No. (Type)Facility Name
and AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0044911
IWLand O'Lakes, Inc.
405 Park Drive
Carlisle, PA 17013Cumberland County
S. Middleton TownshipMountain Creek
7EY
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.
PA0050237, SEW, SIC 4952, Walnut Hill Utility Company, 400 Ashley Court, Glen Mills, PA 19342. This proposed facility is in Chester Heights Borough, Delaware County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated sewage from Walnut Hill Utility Company STP.
The receiving stream, Chester Creek, is in the State Water Plan watershed 3G and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Media Borough (auxiliary intake) is on Chester Creek, 3.0 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.15 MGD.
Mass (lb/day) Concentration (mg/l) Average Average Instantaneous Parameters Monthly Monthly Maximum (mg/l) CBOD5 (5-1 to 10-31) 18.8 15 30 (11-1 to 4-30) 31.3 25 50 TSS 37.5 30 60 Ammonia as N (5-1 to 10-31) 16.3 13 26 (11-1 to 4-30) 25.0 20 40 TRC 0.5 1.2 Dissolved Oxygen 2.0 (Instantaneous Minimum) Fecal Coliform 200 colonies/100 ml as a geometric average pH within limits of 6.0 to 9.0 standard units at all times In addition to the effluent limits, the permit contains the following major special conditions: operator notification; abandon STP when municipal sewers are available; remedial measures if unsatisfactory effluent; no stormwater; acquire necessary property rights; change of ownership; chlorine minimization; proper sludge disposal; and laboratory certification.
PA0057363, Sewage, ARCCA Real Estate Corporation, 2288 Second Street Pike, Penns Park, PA 18943. This facility is in Wrightstown Township, Bucks County.
Description of Proposed Activity: Renewal of permit to discharge treated sewage effluent from a small flow treatment facility.
The receiving stream, an unnamed tributary to Neshaminy Creek, is in the State Water Plan watershed 2F and is classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Philadelphia Suburban Water Company is on Neshaminy Creek, 8.2 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 2,000 gallons per day. The limits are the same as in the current permit except for an additional requirement to monitor total phosphorus.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen 3.0 min. pH (STD Units) 6.0 min. 9.0 Total Residual Chlorine 0.5 1.3 Phosphorus (4-1 to 10-31) Monitor The EPA waiver is in effect.
PA0051004, Sewage, SIC 4952, Lower Salford Township Authority, P. O. Box 243, Harleysville, PA 19438. This proposed facility is in Lower Salford Township, Montgomery County.
Description of Proposed Activity: Discharge of treated sewage from Indian Hill STP.
The receiving stream, West Branch Skippack Creek, is in the State Water Plan watershed 3E Skippack Creek and is classified for TSF. The nearest downstream public water supply intake for the Philadelphia Suburban Water Company is on Perkiomen Creek, 11.52 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 7,000 gallons per day.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Phosphorous as P 1.0 2.0 Dissolved Oxygen 5.0 minimum Fecal Coliform 200 # col./100 ml pH 6.0 minimum 9.0 In addition to the effluent limits, the permit contains the following major special conditions: remedial measures; sewage sludge disposal; TMDL/WLA analysis; operations and maintenance plan; and laboratory certification.
PA0012637, Industrial Waste, SIC 2911, ConocoPhillips Company, 4101 Post Road, Trainer, PA 19061. This proposed facility is in Trainer Borough, Delaware County.
Description of Proposed Activity: Approval to discharge treated process wastewater from an oil refinery and noncontact cooling water from cooling towers and boilers. It also includes stormwater discharge associated with industrial activities.
The receiving streams, Marcus Hook Creek and Stony Creek, are in the State Water Plan watershed 3G and are classified for WWF. There is no public water supply intake downstream of the discharge within the State boundary.
The following notice reflects the charges to the notice published at 33 Pa.B. 5832 (November 29, 2003). The revised proposed limits are as follows:
The proposed effluent limits for Outfall 101 are based on a design flow of 64.8 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Total Suspended Solids (Net) 16,200 32,400 30 60 75 Total Organic Carbon (Net) 5.0 PCBs Monitor Monitor Oil and Grease 8,100 15 30 Temperature 110°F Heat Rejection Rate 3.6 × 109 Btu/hr pH within limits of 6.0--9.0 standard units at all times Total Residual Chlorine 0.16 0.5 Lead, Total Monitor Monitor Monitor Iron, Total Monitor Monitor Monitor Aluminum, Total Monitor Monitor Monitor Chronic Toxicity Monitor The proposed effluent limits for Outfall 201 are based on a design flow of 2.83 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD20 1,800 BOD5 1,236 2,472 52 105 130 BOD5 Percent Removal 89.25 Suspended Solids 708 1,416 30 60 75 Dissolved Solids (Net) 23,600 47,200 1,000 2,000 2,500 Ammonia as N 826 1,376 35 58 87 Total Residual Chlorine 0.16 0.50 Oil and Grease 354 708 15 30 30 Chemical Oxygen Demand 17,608 33,130 746 1,404 1,865 Zinc, Total Monitor Monitor Monitor Sulfide 13 30 0.55 1.27 1.37 Phenolic Compounds (4 AAP) 11 31 0.47 1.31 1.31 Chromium, Hexavalent 1 2.4 0.04 0.1 0.1 Cyanide, Free Monitor Monitor Monitor Chromium, Total 13 37 0.55 1.57 1.57 Cyanide, Total Monitor Monitor Monitor PCBs Monitor Monitor Monitor Chronic, Toxicity Monitor Copper, Total Monitor Monitor Monitor Lead, Total Monitor Monitor Monitor Magnesium, Total Monitor Monitor Monitor Aluminum, Total Monitor Monitor Monitor Selenium, Total Monitor Monitor Monitor pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfall 002 are based on a design flow of 42.2 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Suspended Solids (Net) 10,560 21,120 30 60 75 Dissolved Solids (Net) 352,000 704,000 1,000 2,000 2,500 Total Organic Carbon (Net) 5 Aluminum, Total Monitor Monitor Monitor Oil and Grease 5,280 15 30 Temperature 110°F Heat Rejection Rate 1.8 × 109 Btu/hr PCBs Monitor Monitor Monitor Total Residual Chlorine 0.16 0.50 pH within limits of 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfalls 003, 004 and 012 to discharge stormwater runoff associated with industrial activities are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor Monitor COD Monitor Monitor Oil and Grease Monitor Monitor Total Suspended Solids Monitor Monitor Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor pH (STD) Monitor Monitor The proposed effluent limits for Outfalls 005 and 011 to discharge steam trap condensate, stormwater runoff from Dock Drive Roadway and stormwater associated with industrial activities are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor Monitor COD Monitor Monitor Oil and Grease Monitor Monitor Total Suspended Solids Monitor Monitor Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor pH (STD) Monitor Monitor Zinc, Total Monitor Monitor The proposed effluent limits for Outfall 006 to discharge stormwater runoff from PECO Boulevard are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor Monitor COD Monitor Monitor Oil and Grease Monitor Monitor Total Suspended Solids Monitor Monitor Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor pH (STD) Monitor Monitor Zinc, Total Monitor Monitor PCBs Monitor Monitor The proposed effluent limits for Outfall 007 to discharge stormwater runoff from South Drive Roadway are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor Monitor COD Monitor Monitor Oil and Grease Monitor Monitor Total Suspended Solids Monitor Monitor Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor pH (STD) Monitor Monitor PCBs Monitor Monitor Zinc, Total Monitor Monitor Copper, Total Monitor Monitor Lead, Total Monitor Monitor The proposed effluent limits for Outfall 008 to discharge steam trap condensate and stormwater runoff from Crude Drive Roadway are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor Monitor COD Monitor Monitor Oil and Grease Monitor Monitor Total Suspended Solids Monitor Monitor Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor pH (STD) Monitor Monitor PCBs Monitor Monitor Zinc, Total Monitor Monitor The EPA waiver is not in effect.
In addition to the effluent limits, the permit contains the following major special conditions: approved chemical additives; approved test methods; disposal of industrial sludge; other requirements for stormwater Outfalls 003--008, 011 and 012; modifications based on estuary study; worksheets to calculate net concentrations; stormwater credits; 316(a) variance; 316(b) demonstration; intake credits for total dissolved solids, total suspended solids and TOC; chronic toxicity tests for certain outfalls; PCB testing for certain outfalls during wet and/or dry weather conditions; and PBC waste minimization plan.
PA0012572, Industrial Waste, SIC 2631, Jefferson Smurfit Corporation, 5000 Flat Rock Road, Philadelphia, PA 19127. This proposed facility is in City of Philadelphia, Philadelphia County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge noncontact cooling water, backflow from river water intake screens, cleanout from river water pump intake chamber and stormwater. This is an existing discharge to the Schuylkill River
The receiving stream, Schuylkill River, is in the State Water Plan watershed 3F and is classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the City of Philadelphia--Queen Lane Intake is on the Schuylkill River, approximately 2.4 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 4.062 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Temperature 110 °F pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfall 002 are based on a design flow of 0.2 MGD (reserved).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Temperature 110 °F pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfall 008 are based on a design flow of 0.5 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Total Suspended Solids Monitor and Report Oil and Grease Monitor and Report pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfalls 101--108 are based on a discharge of stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Total Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus (as P) Monitor and Report Iron, Dissolved Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions: No temperature change greater than 2 °F; no chemical additives without approval; change of ownership; stormwater requirements; and laboratory certification.
The EPA waiver is in effect.
PA0011282, Industrial Waste, Aqua Pennsylvania, Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010. This proposed facility is in Springfield Township, Delaware County.
Description of Proposed Activity: Existing discharge of treated industrial wastewater generated at the Crum Creek Water Filtration Plant.
The receiving stream, Crum Creek, is in the State Water Plan watershed 3G and is classified for WWF. There are no downstream public water supply intakes between the proposed discharge and the PA/DE border.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.8 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameters Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 1.24 2.48 3.10 Iron, Total 2.0 4.0 5.0 Manganese, Total 1.0 2.0 2.5 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report The proposed effluent limits for Outfall 002 are based on a design flow of 1.7 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameters Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 2.0 4.0 5.0 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report Turbidity Monitor and Report The proposed effluent limits for Outfall 002 are based on a design flow of 0.018 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameters Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 2.0 4.0 5.0 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report Turbidity Monitor and Report The proposed effluent limits for Outfalls 003 and 004 for emergency discharges only are as follows.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameters Minimum Monthly Daily Maximum Total Suspended Solids Monitor and Report Aluminum, Total Monitor and Report Iron, Total Monitor and Report Manganese, Total Monitor and Report pH (Standard Units) 6.0 9.0 The proposed effluent limits for Outfall 005 are based on a design flow of 2.15 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameters Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 1.0 2.0 2.5 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report The proposed effluent limits for Outfall 013 are based on a design flow of 0.003 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameters Minimum Monthly Daily Maximum pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 PA0038296, IW, SIC 5171, Sunoco Partners Marketing and Terminals, L. P., 1801 Market Street 3/10 PC, Philadelphia, PA 19103-1699. This facility is in Upper Moreland Township, Montgomery County.
Description of Proposed Activity: Stormwater runoff from petroleum marketing terminal for storage and distribution of petroleum product.
The receiving stream, unnamed tributary to Pennypack Creek, is in the State Water Plan watershed 3J and is classified for TSF and MF.
The proposed effluent limits for Outfall 001 are based on a design flow of average storm event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Total Recoverable Monitor and Petroleum Hydrocarbons Report The proposed effluent limits for Outfall 001 only during hydrostatic testwater discharges, are as follows:
Parameters Instantaneous Maximum (mg/l) Flow (GPM) Monitor and Report Duration (Hours) Monitor and Report Dissolved Oxygen minimum of 5.0 mg/l Total Suspended Solids 60 Oil and Grease 30 Iron 7.0 Benzene* 0.0025 BETX* 0.25 Ethylbenzene* Monitor and Report Toluene* Monitor and Report Xylene (Total)* Monitor and Report Total Residual Chlorine** 0.5 mg/l pH (STD Units) between 6 to 9 STD units at all times *Not applicable to new pipelines and/or tanks.
**Applicable only if chlorinated water is used as the source of testwater.
In addition to the effluent limits, the permit contains the following major special conditions: product contaminated stormwater runoff; additional monitoring report requirement; PPC plan requirement; other wastewater discharges associated with the facility; and hydrostatic test water discharge requirements.
PA0055344, SEW, SIC 4952, Upper Makefield Township, 1076 Eagle Road, Newtown, PA 18940. This proposed facility is in Upper Makefield Township, Bucks County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 400 gpd of treated sewage into unnamed tributary to Jericho Creek.
The receiving stream, unnamed tributary to Jericho Creek, is in the State Water Plan watershed 2E and is classified for WWF. The nearest downstream public water supply intake for the Keystone Water Company is on the Delaware River, 8.2 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd.
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine Monitor and Report Monitor and Report Fecal Coliform 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
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