NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[34 Pa.B. 3021]
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 Address County and Municipality Stream Name
(Watershed No.)EPA Waived
Y/N?PA0051756 State Farm Mutual Automobile Insurance Company
One State Farm Drive
Concordville, PA 19331
Delaware County
Concord Township
UNT West Branch
Chester Creek
Y PA0040665 Stone Barn Rentals
100 Stone Barn Drive
Kennett Square, PA 19348-1132
Chester County
West Marlborough Township
East Branch
White Clay Creek
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?PA0055123
IW/Transfer
Sunbeam Products, Inc.
Bally Municipal Well No. 3 Air Stripper
2381 Executive Center Drive
Boca Raton, FL 33431
Berks County
Bally Borough
UNT Perkiomen Creek
3E
Y PA0088064
CAFO
Country View Family Farms
Perry Meadows Farm
120 Lake Street
P. O. Box 526
Ephrata, PA 17522
Perry County
Jackson Township
UNT to Sherman Creek
7A
Y PA0086304 SEW
Earl Township Sewer Authority
517 North Railroad Avenue
New Holland, PA 17557
Lancaster County
East Earl Township
Mill Creek
7J
Y PA0085448 SEW
East Earl Township
4610 Division Highway
East Earl, PA 17519
Lancaster County
East Earl Township
UNT Conestoga River
7J
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? PA0113476
IW
Koppers Inc.
P. O. Box 189
Montgomery, PA 17752
Clinton Township
Lycoming County
UNT West Branch Susquehanna River
10-C
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? PA0222593 William C. Hickman
Building Sewage Treatment Facility
104 Atlantic Avenue
Elizabeth, PA 13037
North East Township
Erie County
Sixteen Mile Creek
15-smY
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.
PA0011096, Industrial Waste, Sunoco, Inc. (R & M), P. O. Box 426, Marcus Hook, PA 19061-0426. This application is for renewal/expansion of an NPDES permit to discharge noncontact cooling water from compressors and stormwater runoff from the Marcus Hook oil refinery area in the Borough of Marcus Hook, Delaware County. This is an existing discharge to Middle Creek and Delaware River Estuary Zone 4.
The receiving stream is classified for WWF.
The proposed effluent limits for Outfall 201 based on an average flow of 7.90 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids (Net) 100 Monitor and Report Total Organic Carbon (Net) 5 Oil and Grease 15 30 Temperature* 110°F pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfall 301 based on an average flow of 4.7 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Organic Carbon (Net) 5 Total Suspended Solids (Net) 100 Monitor and Report Oil and Grease 15 30 Temperature * 110°F pH within limits of 6.0--9.0 standard units at all times *Not more than 5°F above the average daily temperature during the 1961-1966 period, which follows, or a maximum of 86°F, whichever is less, which temperature shall be measured outside of designated heat dissipation areas as described in section 4.30, 6F of the Delaware River Basin Commission water quality regulations.
Date Average Daily Temperature (°F)
(1961-1966)1-1 to 1-31 42 2-1 to 2-29 36 3-1 to 3-31 40 4-1 to 4-30 47 5-1 to 5-31 58 6-4 to 6-30 72 7-1 to 7-31 80 8-1 to 8-31 81 9-1 to 9-14 78 9-15 to 9-30 76 10-1 to 10-31 70 11-1 to 11-30 60 12-1 to 12-14 50 12-15 to 12-31 45 The proposed effluent limits for stormwater Outfalls 401, 020, 021A--021F and 022 are as follows:
Parameter Instantaneous
Maximum (mg/l)CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Phosphorus as P Monitor and Report Iron (Dissolved) Monitor and Report The EPA waiver is not in effect.
PA0058815, IW, SIC 5411, Hanover Land Corporation, 614 East Barnard Street, West Chester, PA 19382. This proposed facility is in North Coventry Township, Chester County.
Description of Proposed Activity: Discharge of treated groundwater from groundwater remediation system.
The receiving stream, unnamed tributary to Pigeon Creek, is in the State Water Plan watershed 3D-Manatawny and classified for HQ. The nearest downstream public water supply intake for the Citizens Utility Home Water Company is on the Schuylkill River, 7.4 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 12,000 GPD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (mg/l) Inst. Min pH 6.0 STD 9.0 STD Benzene Nondetect Nondetect Nondetect Total BETX Nondetect Nondetect Nondetect Ethyl Benzene Nondetect Nondetect Nondetect Toluene Nondetect Nondetect Nondetect Xylene, Total Nondetect Nondetect Nondetect MTBE Nondetect Nondetect Nondetect Naphthalene Nondetect Nondetect Nondetect Oil and Grease Nondetect Nondetect Nondetect Total Suspended Solids 10 20 25 Iron, Dissolved 0.23 0.46 0.58 Cumene Nondetect Nondetect Nondetect PA0053376, SEW, Scott A. Thomas, Strawberry Family Restaurant, 3152 Middle Creek Road, Gilbertsville, PA 19525-9465. This facility is at 3773 Layfield Road, Pennsburg, PA 18073, Upper Hanover Township, Montgomery County.
Description of Activity: Renewal of an NPDES permit to discharge treated sewage from the Strawberry Family Restaurant to an unnamed tributary to West Branch Perkiomen Creek.
The receiving stream, unnamed tributary to West Branch to Perkiomen Creek, is in the State Water Plan watershed 3E Perkiomen and classified for CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Suburban Water Company is on the Perkiomen Creek, approximately 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 1,500 gpd.
Mass (lb/day) Concentration (mg/l) Average Instantaneous Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (mg/l) Flow (GPD) Monitor and Report CBOD5 10 20 Total Suspended Solids 15 30 Phosphorus as P Monitor and Report Ammonia as N 3.0 6.0 Fecal Coliform 200 #/100ml Dissolved Oxygen 5.0 pH 6.0 (STD) 9.0 (STD) Total Residual Chlorine 0.5 1.2 Oil and Grease 15 30 In addition to the effluent limits, the permit contains the following major special conditions: permit contains a phosphorus limit of 0.5 mg/l (average monthly) that will take effect in year 3 of the permit.
PA0058823, SEW, Roger Eastman, 76 Smith Road, Collegeville, PA 19426. This proposed facility is in Lower Providence Township, Montgomery County.
Description of Proposed Activity: New stream discharge from a single-family small flow sewage treatment facility.
The receiving stream, unnamed tributary to Skippack Creek, is in the State Water Plan watershed 3E-Perkiomen and classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 500 gallons per day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 10 Total Suspended Solids 20 Fecal Coliform 200 colonies/100 mls pH 6.0--9.0 Total Residual Chlorine 0.50
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA0043052, Sewage, Municipal Authority of the Township of Spring, 2800 Shillington Road, Sinking Spring, PA 19608. This facility is in Spring Township, Berks County.
Description of activity: Renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, Cacoosing Creek, is in Watershed 3-C and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for the Pottstown Borough is on the Schuylkill River, approximately 26 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.28 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 10.5 21 Total Residual Chlorine 0.45 1.48 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 6,000/100 ml as a geometric average 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.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0008419, Industrial Waste SIC, 2833, Merck & Company Inc., P. O. Box 600, Danville, PA 17821-0600. This existing facility is in Riverside Borough, Northumberland County.
Description of Proposed Activity: Renewal of an NPDES permit for an existing discharge of treated industrial wastewater, noncontact cooling water and stormwater.
The receiving stream, Susquehanna River, is in the State Water Plan watershed 5E and classified for WWF. The nearest downstream public water supply intake for the Sunbury Municipal Water is on the Susquehanna River, 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 12.2 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instantaneous Parameter Monthly Maximum Monthly Maximum Maximum pH within the range of 6.0 to 9.0 TSS Supply Water Report Report Oil and Grease 15 30 30 Temperature shall not caused a change in stream temperature of more than 20°F in any 1-hour period. The proposed effluent limits for Internal Outfall 101 based on a design flow of 1.74 MGD.
Mass (lbs/day) Concentration (mg/l) Average Daily Average Daily Instantaneous Parameter Monthly Maximum Monthly Maximum Maximum BOD5 6,250 12,500 COD 12,422 24,307 TSS 10,625 21,250 Total Chlorine (5-1 to 9-30) 0.5 1.6 Fecal Coliform (5-1 to 9-30) 200 #/100 ml geometric mean BOD5 Influent Report Report COD Influent Report Report TSS Influent Report Report Ammonia (as N) 427 1,221 1-2-Dichloroethane 1.5 5.8 Acetone 2.9 7.3 Chloroform 0.19 0.29 Isopropyl Acetate 7.3 19 Methanol 60 145 Methyl Formate 7.3 19 Methylene Chloride 4.4 13 Phenol 0.29 0.79 Tetrahydrofuran 38 122 Acetonitrile 148 363 Benzene 0.29 0.79 Dimethyl Sulfoxide 545 1,329 Ethanol 60 145 Ethyl Acetate 7.3 19 Isopropanol 23 57 n-Butyl acetate 7.3 19 n-Hexane 0.29 0.44 Toluene 0.29 0.87 Triethyl Amine 1,481 3,630 4-Methyl-2-Pentanone (MIBK) Report Amyl Alcohol Report Chlorobenzene Report Diethyl Amine Report Isobutyraldehyde Report Isopropyl Ether Report Methyl Cellosolve Report n-Amyl Acetate Report n-Heptane Report o-Dichlorobenzene Report Xylenes Report In addition to the effluent limits, the permit contains the following major special conditions: Part C 4 Chronic Biomonitoring and Part C 6 Net TSS Limits.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0025852, Industrial Waste, SIC, 5171, Marathon Ashland Petroleum LLC, 1100 Glass House Road, Jefferson Hills, PA 15025. This application is for renewal of an NPDES permit to discharge treated groundwater stormwater and untreated stormwater from the Floreffe Terminal in Jefferson Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters of Monongahela River (003) and Lobbs Run (001, 005 and 006), classified as WWF with existing and/or potential uses for 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 considered during the evaluation is the Pennsylvania American Water Company at Hays, 20 miles below the discharge point.
Outfall 001: existing discharge, to Lobbs Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Recoverable Petroleum
Hydrocarbons
Monitor and ReportOil and Grease 15 30 Outfall 003: existing treated groundwater discharge to Monongahela River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report TSS 10 20 Benzene 0.01 0.02 Iron 7.0 Trichloroethylene 0.03 0.06 Naphthalene 0.14 0.28 Vinyl Chloride 0.03 0.06 pH not less than 6.0 nor greater than 9.0 Outfall 005: existing discharge, truck parking lot stormwater discharge to Lobbs Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Oil and Grease 15 30 Outfall 006: Tank 1365 dike area stormwater discharge to Lobbs Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Oil and Grease 15 30 The EPA waiver is in effect.
PA0090948, Industrial Waste, SIC, 4953, CBF, Inc., P. O. Box 266, McClellandtown, PA 15458. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from a landfill in German Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Dunlap Creek, 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--Brownsville at Brownsville, 19.4 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.036 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) Monitor and Report 0.050 BOD5 11 42 37 140 175 TSS 8.1 26 27 88 110 NH3-N 1.1 2.2 3.5 7.0 8.0 x-Terpineol 0.005 0.01 0.016 0.033 0.04 Benzoic Acid 0.021 0.036 0.071 0.12 0.18 p-Cresol 0.004 0.007 0.014 0.025 0.035 Phenol 0.005 0.008 0.015 0.026 0.038 Zinc 0.033 0.06 0.11 0.2 0.275 Fecal Coliform (5-1 to 9-30) 200 #/100 ml 1,000 #/100 ml
(10-1 to 4-30) 2,000 #/100 ml
Antimony 0.009 0.019 0.031 0.062 0.078 Arsenic 0.015 0.030 0.05 0.10 0.13 Chromium 0.038 0.075 0.125 0.25 0.31 Copper 0.006 0.012 0.020 0.040 0.05 Lead 0.002 0.004 0.007 0.014 0.018 Mercury Not Detectable Nickel 0.034 0.068 0.114 0.228 0.29 Selenium 0.003 0.006 0.011 0.022 0.028 Phenols, total 0.01 0.02 0.034 0.068 0.09 Aluminum 0.33 0.66 1.1 2.2 2.8 Barium 1.2 2.4 4 8 10 Boron Monitor and Report
Monitor and Report Cobalt 0.013 0.026 0.042 0.084 0.11 Iron 0.45 0.9 1.5 3.0 3.8 Dissolved Iron 0.09 0.18 0.3 0.6 0.8 Manganese 0.3 0.6 1.0 2.0 2.5 1, 1 Dichloroethane 0.09 0.18 0.23 Methylene chloride 0.063 0.126 0.16 Toluene 0.05 0.1 0.13 Diethyl Ophthalate 0.025 0.05 0.063 Acetone 0.11 0.22 0.28 2-Hexanone 0.015 0.03 0.038 Methyl ethyl ketone 0.21 0.42 0.53 Methyl isobutyl ketone 0.015 0.03 0.038 1-Propanol 0.55 1.1 1.38 2-Propanol 0.54 1.08 1.35 Xylenes, total 0.01 0.02 0.025 Total Residual Chlorine 0.5 1.0 1.25 pH (SU) not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron Monitor and Report Outfall 003: existing discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron Monitor and Report The EPA waiver is in effect.
PA0096229, Sewage, Marianna-West Bethlehem Joint Sewerage Authority, P. O. Box 428, Marianna, PA 15345. This application is for renewal of an NPDES permit to discharge treated sewage from the Marianna-West Bethlehem Sewage Treatment Plant in West Bethlehem Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Ten Mile Creek, 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 Tri-County Joint Municipal Authority on the Monongahela River.
Outfall 001: existing discharge, design flow of 0.307 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 5.0 7.5 10.0 (11-1 to 4-30) 15.0 22.5 30.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 8,700/100 ml as a geometric mean
Total Residual Chlorine 0.6 2.0 Dissolved Oxygen not less than 4 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfall 002, which discharges to the receiving waters known as Ten Mile Creek, serves as a combined sewer overflow necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and is permitted to discharge only for this reason. At this time, there are no specific effluent limitations on this outfall. Each discharge shall be monitored for cause, frequency, duration and quantity of flow. This outfall is required to be eliminated within 36 months of the permit issuance date.
The EPA waiver is in effect.
PA0096318, Sewage, Municipal Authority of the Township of Robinson, P. O. Box 15539, Pittsburgh, PA 15244-0539. This application is for a renewal of an NPDES permit to discharge treated sewage from the Covi/Douglas Sewage Treatment Plant in Robinson Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as tributary of Moon Run, 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 Nova Chemicals, Beaver Valley Plant, on the Ohio River.
Outfall 001: existing discharge, design flow of .1538 mgd. The permittee is authorized to discharge during the period from effective date through the 59th month of the permit term, or the date the proposed plant expansion is completed and fully operational, whichever comes first.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen Monitor and Report
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 1.0 3.3 Dissolved Oxygen Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, design flow of .1538 mgd. The permittee is authorized to discharge during the period from the beginning of the 60th month of the permit term through expiration date, or the date the proposed plant expansion is completed and fully operational, whichever comes first.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.2 3.3 4.4 (11-1 to 4-30) 5.1 7.7 10.2 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 0.1 0.31 Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: The following effluent limitations will apply at Outfall 001 if/when the treatment plant is expanded to a flow of 0.210 mgd. The permittee is authorized to discharge during the period from the date the expansion is complete and operational through expiration date.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.1 3.2 4.2 (11-1 to 4-30) 4.5 6.8 9.0 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 0.08 0.26 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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