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PA Bulletin, Doc. No. 04-562

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[34 Pa.B. 1807]

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

   Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)
EPA Waived
Y/N ?
PA0060470 Sewage Geisinger Foundation/Marworth
Lily Lake Road
Waverly, PA 18471
Lackawanna County
North Abington Township
UNT to Ackerly Creek
4F
Y
PA0061051
Sewage
Farda Associates, Inc.
c/o The Summit Resort
P. O. Box 130
Tannersville, PA 18372
Monroe County
Pocono Township
UNT to Pocono Creek
1E
Y

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0087939
IW
Berks Fuel Storage, Inc.
1248 Wayne Avenue
Reading, PA 19601
Berks County
Muhlenberg Township
Laurel Run
3-C
Y
PAS104507R Edge Wood Estates Inc.
P. O. Box 577
Milroy, PA 17063
Mifflin County
Brown Township
UNT to Tea Creek
HQ/CWF
Y

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0032441
Sewerage
Department of Conservation and Natural Resources
Black Moshannon State Park
4216 Beaver Road
Philipsburg, PA 16866-9519
Centre County
Rush Township
Black Moshannon
8D
Y
PA0113301
Industrial
Mansfield Borough Municipal Authority
19 E. Wellsboro Street
Mansfield, PA 16933-1132
Tioga County
Richmond Township
Lambs Creek
4A
Y
PA0035777
IW and Sewerage
Hoeganaes Corporation
P. O. Box 37
Paradise Road
Watsontown, PA 17777
Northumberland County
Delaware Township
Unnamed tributary to Muddy Run
10D
Y

   Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0222721 Squaw Valley Woodlands
221 Bryron Center Road
Emlenton, PA 16373
Allegheny Township
Butler County
Unnamed tributary to Carrs Run
16-G
Y
PA0100013 National Fuel Gas West County Service Center
P. O. Box 2081
Erie, PA 16512
Fairview Township
Erie County
Unnamed tributary to Elk Creek
15-EC
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.

   PA0058785, Sewage, SIC 4952, Stanley Wannop and Elaine Gerwig, 196 Springton Road, Glenmoore, PA 19343. This proposed facility is in West Brandywine Township, Chester County.

   Description of Proposed Activity: Proposed discharge of treated sewage from a single residence sewage treatment plant.

   The receiving stream, unnamed tributary to Culbertson Run, is in the State Water Plan watershed 3H and is classified for HQ TSF. The nearest downstream public water supply intake for the Downingtown Municipal Water Authority is on the East Branch Brandywine Creek, 7.5 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd.

Instantaneous Average Maximum Instantaneous
Parameters Minimum (mg/l) Monthly (mg/l) Daily (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
Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 3.0 mg/l at all times
pH within limits of 6.0 to 9.0 standard units at all times

   PA0058793, Sewage, SIC 4952, Greg Leeber and Tracy Sabol, 1285 Parkersville Road, Kennett Square, PA 19348. This proposed facility is in Pennsbury Township, Chester County.

   Description of Proposed Activity: Proposed discharge of treated sewage from a single residence sewage treatment plant.

   The receiving stream, unnamed tributary to Bennetts Run, is in the State Water Plan watershed 3H 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 400 gpd.

Instantaneous Average Maximum Instantaneous
Parameters Minimum (mg/l) Monthly (mg/l) Daily (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
Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 3.0 mg/l at all times
pH within limits of 6.0 to 9.0 standard units at all times

   PA0050547, Sewage, SIC 4952, Robert Fitzgerald, 2021 Spring Road, Suite 450, Oak Brook, IL 60523. This proposed facility is in West Brandywine Township, Chester County.

   Description of Proposed Activity: Discharge of 0.0375 mgd gpd treated sewage from the Indian Run Mobile Home Park, Indian Run Creek, West Brandywine Township, Chester County.

   The receiving stream, Indian Run Creek, is in the State Water Plan watershed 3H and is classified for HQ CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Downingtown Municipal Water Authority is on Indian Run Creek, 9.5 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.0375 MGD.

Mass (lb/day) Concentration (mg/l)
Average Instantaneous Average Instantaneous
Parameters Monthly Minimum Monthly Maximum
Flow Monitor and Report
CBOD5
   (5-1 to 10-31) 3.13 10 20
   (11-1 to 4-30) 626 20 40
Total Suspended Solids 626 20 40
Ammonia as N
   (5-1 to 10-31) 0.94 3.0 6.0
   (11-1 to 4-30) 2.81 9.0 18.0
Phosphorus as P
   (4-1 to 10-31) 0.31 1.0 2.0
Fecal Coliform 200#/100ml
Dissolved Oxygen 5.0
pH (STD Units) 6.0 9.0
Total Residual Chlorine 0.4 1.0

   In addition to the effluent limits, the permit contains the following major special conditions: operator notification; abandon STP; remedial measures; no stormwater; property rights; small stream discharge; change in ownership; minimize CL2; proper sludge disposal; I max. limit; 2/month monitoring; and lab certification.

   PA0053015, SEW, SIC 58, Country Place Restaurant, 1007 Route 313, Perkasie, PA 18944. This proposed facility is in East Rockhill Township, Bucks County.

   Description of Proposed Activity: Renewal of an NPDES Permit to discharge 4,320 gpd of treated wastewater from the Country Place Restaurant.

   The receiving stream, unnamed tributary to Three Mile Run, is in the State Water Plan watershed 2D--Three Mile Run and is classified for TSF. The nearest downstream public water supply intake for PECO--Limerick Station is on the Delaware River, 18.5 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 4,320 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
Total Suspended Solids 30 60
Ammonia (as N)
   (5-1 to 10-31) 3 6
   (11-1 to 4-30) 9 18
Phosphorus (as P) 0.5 1.0
Total Residual Chlorine 0.16 0.38
Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 4.0 mg/l at all times
pH within limits of 6.0--9.0 standard units at all times

   PA0011070, Industrial Waste, SIC 2521 and 2222, Knoll, Inc., 1235 Water Street, P. O. Box 157, East Greenville, PA 18041. This proposed facility is in Upper Hanover Township, Montgomery County.

   Description of Proposed Activity: Discharge of treated domestic, industrial wastewater and stormwater.

   The receiving stream, Perkiomen Creek, is in the State Water Plan watershed 3E and is classified for TSF. The nearest downstream public water supply intake for the East Greenville Borough Water Plant is on the Perkiomen Creek, 0.65 mile below the point of discharge.

   The following proposed effluent limits for Outfall 001, are based on a design flow of 73,000 gallons per day:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum (mg/l)
Temperature (°F) 110
Total Suspended Solids 30 60 75
Phosphorus as P 0.5 1.2
pH (STD) 6.0 Min. 9.0

   The following proposed effluent limits for an internal monitoring point MP 101, are based on a design flow of 1,900 gallons per day:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum (mg/l)
Oil and Grease 15 30
Cadmium, Total 0.15 0.30 0.38
Chromium, Total 0.64 1.27 1.59
Copper, Total 0.50 1.0 1.25
Cyanide, Total 0.32 0.64 0.80
Lead, Total 0.20 0.40 0.50
Nickel, Total 2.38 4.76 5.95
Silver, Total 0.16 0.32 0.40
Zinc, Total 1.48 2.96 3.70
N-Nitrosodi-Methylamine 0.0002 0.0005 0.0006
Total Toxic Organics 2.13

   The following proposed effluent limits for an internal monitoring point MP 201, are based on a discharge rate of 40,000 gallons per day:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameters Monthly Daily Monthly Daily Maximum (mg/l)
CBOD5 25 40 50
Total Suspended Solids 30 45 60
Ammonia-Nitrogen
   (5-1 to 10-31) 10.0 20.0
   (11-1 to 4-30) 20.0 40.0
Fecal Coliform 200 col/100 mL
Total Residual Chlorine 0.5 1.3

   The following proposed effluent limits for Outfall 002, are based on stormwater discharge from the fabrication area:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameters Monthly Daily Monthly Daily Maximum (mg/l)
CBOD5 Monitor
Total Suspended Solids Monitor
Total Phosphorus as P Monitor
pH Monitor
COD Monitor
Oil and Grease Monitor
Total Kjeldahl Nitrogen Monitor
Iron Dissolved Monitor

   The following proposed effluent limits for Outfall 003, are based on stormwater and noncontact cooling water discharge from the detention basin near Lubin building:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameters Monthly Daily Monthly Daily Maximum
CBOD5 Monitor
Total Suspended Solids Monitor
Total Phosphorus as P Monitor
pH Monitor
COD Monitor
Oil and Grease Monitor
Total Kjeldahl Nitrogen Monitor
Iron Dissolved Monitor
Temperature (°F) 110

   In addition to the effluent limits, the permit contains the following major special conditions: DMR to the Department; remedial measures; sludge disposal; chemical additives; test methods; TMDL limits; operations and maintenance plan; and laboratory certification.


   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

   PA0247383, Industrial Waste, SIC Code 5411, Automotion Servicenter, 220 Spohn Road, Sinking Spring, PA 19608-1736. This facility is in Cumru Township, Berks County.

   Description of activity: Issuance of an NPDES permit for a new discharge of treated industrial waste from a groundwater remediation system.

   The receiving stream, a drainage swale that ultimately discharges to Wyomissing Creek, is in Watershed 3-C and classified as a dry stream discharge. The nearest downstream public water supply intake for the Pottstown Water Authority is on the Schuylkill River, approximately 15 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.072 MGD are:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow Monitor and Report Monitor and Report XXX XXX XXX
pH (S. U.) from 6.0 to 9.0 inclusive
Benzene XXX XXX 0.001 XXX 0.002
Ethylbenzene XXX XXX Monitor and Report XXX Monitor and Report
Toluene XXX XXX Monitor and Report XXX Monitor and Report
Xylene XXX XXX Monitor and Report XXX Monitor and Report
Total BTEX XXX XXX 0.100 XXX 0.200
MTBE XXX XXX Monitor and Report XXX Monitor and Report

   Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is in effect.

   PA0246760, Industrial Waste, NAIC 2213, Franklin County General Authority, 5121A Coffey Avenue, Chambersburg, PA 17201. This facility is in Greene Township, Franklin County.

   Description of activity: Issuance of an NPDES permit for a new discharge of treated industrial waste.

   The receiving stream, dry swale to an unnamed tributary Conococheague Creek, is in Watershed 13-C and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown, MD is on the Potomac River. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.091 MGD are:

Concentration (mg/l)
Average Maximum Instantaneous
Parameters Monthly Daily Maximum
Total Suspended Solids 30 60 75
Iron (Total) 2 4 5
Aluminum (Total) 4 8 10
Manganese 1 2 2.5
pH 6--9 at all times
Total Residual Chlorine 0.5 1.0

   Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is in effect.

   PA0026280, Sewage, Lewistown Borough, Two East Third Street, Lewistown, PA 17044-1799. This facility is in Lewistown Borough, Mifflin County.

   Description of activity: Renewal of an NPDES permit for existing discharge of treated sewage.

   The receiving stream, Juniata River, is in Watershed 12-A and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Newport Borough is on the Juniata River, approximately 35 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 2.818 MGD are:

AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
CBOD5 25 40 50
Total Suspended Solids 30 45 60
Total Residual Chlorine 0.87 1.74
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) 100,000/100 ml as a geometric average

   In addition to the effluent limits, the permit contains the following major special conditions: a Part C condition pertaining to stormwater monitoring and best management practices; and a Part C condition pertaining to active whole effluent toxicity monitoring.

   Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is not in effect.


   Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

   PA0218791, Industrial Waste, SIC, 4953, U. S. Army Corps of Engineers--Pittsburgh District, 1000 Liberty Avenue, Pittsburgh, PA 15222. This application is for issuance of an NPDES permit to discharge treated stormwater from dredging operations in Carroll Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, the Monongahela 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 Pennsylvania American Water Company on the Monongahela River, 9.1 miles below the discharge point.

   Outfall 001: new discharge, design flow of 0.325 mgd.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow Monitor and Report
TSS 30 60
Oil and Grease Monitor and Report
Chromium Monitor and Report
Lead Monitor and Report
Zinc Monitor and Report
Iron 3.5 7.0
Manganese 2.0 4.0
Benzene Monitor and Report
Ethylbenzene Monitor and Report
Toluene Monitor and Report
pH (S. U.) not less than 6.0 nor greater than 9.0

   Outfall 002: new discharge, design flow of 3.7 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
Oil and Grease Monitor and Report
Fluoride Monitor and Report
Sulfates Monitor and Report
Antimony Monitor and Report
Cadmium Monitor and Report
Chromium Monitor and Report
Copper Monitor and Report
Mercury Monitor and Report
Nickel Monitor and Report
Selenium Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Iron 3.5 7.0
Manganese 2.0 4.0
pH (S.U.) not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0028525, Sewage, Bell Acres Municipal Sewage Authority, Municipal Building, 1151 Camp Meeting Road, Sewickley, PA 15143. This application is for renewal of an NPDES permit to discharge treated sewage from the Bell Acres Sewage Treatment Plant No. 1 in Bell Acres Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Little Sewickley Creek, which are classified as a HQ 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 Arco Chemical Company BV Plant.

   Outfall 001: existing discharge, design flow of 0.016 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 10 15 20
Suspended Solids 25 37.5 50
Ammonia Nitrogen
   (5-1 to 10-31) 1.5 2.3 3
   (11-1 to 4-30) 4.5 6.8 9
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 0.06 0.13
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.

   PA0030376, Sewage, Bell Acres Municipal Sewage Authority, Municipal Building, R. D. 3, Camp Meeting Road, Sewickley, PA 15143. This application is for renewal of an NPDES permit to discharge treated sewage from Bell Acres STP No. 3 in Bell Acres Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Little Sewickley Creek, which are classified as a HQ 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 Arco Chemical Company BV Plant.

   Outfall 001: existing discharge, design flow of 0.008 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 10 15 20
Suspended Solids 25 37.5 50
Ammonia Nitrogen
   (5-1 to 10-31) 1.5 2.3 3
   (11-1 to 4-30) 4.5 6.8 9
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 1.4 3.3
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.

   PA0041289, Sewage, Uniontown Area School District, 23 East Church Street, Uniontown, PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from the Franklin Elementary School STP in Franklin Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Virgin Run Lake, which are classified as a HQ 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 McKeesport Municipal Water Authority.

   Outfall 001: existing discharge, design flow of 0.0039 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5
   (5-1 to 10-31) 20 40
   (11-1 to 4-30) 25 50
Suspended Solids 30 60
Ammonia Nitrogen
   (5-1 to 10-31) 2.0 4.0
   (11-1 to 4-30) 3.0 6.0
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 0.017 0.04
Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

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