NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[34 Pa.B. 5814]
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
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES Permit No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #)EPA Waived Y/N ? PA0000736 Keystone Powdered Metal Company
251 State Street
St. Marys, PA 15857
City of St. Marys
Elk County
Iron Run and Elk Creek
17-A
Y PA0000329 Pennsylvania American Water--Ellwood WTP
800 West Hersheypark Drive
Hershey, PA 17033
Wayne Township
Lawrence County
Slippery Rock Creek
20-C
Y PA0104043 Grandview Acres Mobile Home Park
3104 Hadley Road
Mercer, PA 16130
Perry Township
Mercer County
Unnamed Tributary to Little Shenango
20-A
Y PA0221601 Allegheny Valley Development
P. O. Box 258
Tionesta, PA 16353-0258
Tionesta Township
Forest County
Allegheny River
16-E
Y PA0101851 Sitsters of the Humility of Mary
Villa Maria Community Center
225 Villa Maria Road
Villa Maria, PA 16155-0906
Pulaski Township
Lawrence County
Unnamed Tributary to Coffee Run Y PA0101826 Woodland Meadows Mobile Home Park
P. O. Box 29
Meridian Branch, PA 16001
Connoquenessing Township
Butler County
Unnamed Tributary to Little Connoquenessing Creek Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0243981, Sewage, Elizabeth Zimmer, 1080 Old Sumneytown Pike, Harleysville, PA 19438. This proposed facility is located in Upper Salford Township, Montgomery County.
Description of Proposed Activity: This application is for issuance of a new NPDES permit to discharge treated sewage from a duplex residence (small flow sewage treatment plant) at the previous address to Vaughn Run, a tributary to Perkiomen Creek. The treatment plant will replace an existing malfunctioning on-lot sewage disposal system.
The receiving stream, Vaughn Run, is in the State Water Plan watershed 3E--Perkiomen and is classified for: trout stocking fishery, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Suburban Water Company is located on the Perkiomen Creek, approximately 15 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 800 gallons per day.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 15 30 Total Suspended Solids (TSS) 10 20 Total Residual Chlorine Monitor and Report Fecal Coliform 200#/100 ml pH within limits of 6.0 and 9.0 standard units at all times The EPA waiver is in effect.
PA0056294, Sewage, Bart Golf Club, Inc. T/A Hickory Valley Golf Club, 1921 Ludwig Road, Gilbertsville, PA 19525. This application is for renewal of an NPDES permit to discharge treated sewage from the Bart Golf Club, Inc. T/A Hickory Valley Golf Club in New Hanover Township, Montgomery County. This is an existing discharge to Swamp Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 1,500 gpd, are as follows:
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 1.0 2.0 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA0027421, Sewage, SIC 4952, Norristown Municipal Waste Authority, 235 East Airy Street 2nd Floor, Norristown, PA 19401. This proposed facility is located in Norristown Borough, Montgomery County.
Description of Proposed Activity: Application is for renewal of an NPDES permit to discharge treated sewage from the Norristown Borough WWTP in Norristown Borough, Montgomery County. 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: cold water fishery, aquatic life, water supply, and recreation. The nearest downstream public water supply intake for the Philadelphia Water Department--Queen Lane Intake is located on the Schuylkill River, 11.6 miles below the point of discharge.
The proposed effluent limits for Outfalls 001 and 002 are based on a design flow of 9.75 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum CBOD5 2,030 3,250 25 40 50 Total Suspended Solids 2,440 3,660 30 45 60 Ammonia as N 1,630 20 40 Fecal Coliform 200 #/100 ml Dissolved Oxygen Monitor/Report pH between 6--9 STD units at all times Total Residual Chlorine 0.5 1.6 Total Copper Monitor/Report Total Lead Monitor/Report Total Zinc Monitor/Report The proposed effluent limitations for Outfalls 003 and 005 (combined sewer overflows) during wet weather conditions are as follows:
Concentration (mg/l) Average Maximum Instantaneous Parameters Monthly Daily Maximum CBOD5 Monitor/Report Monitor/Report Monitor/Report Total Suspended Solids Monitor/Report Monitor/Report Monitor/Report Ammonia as N Monitor/Report Monitor/Report Monitor/Report Fecal Coliform Monitor/Report Monitor/Report Monitor/Report pH Monitor/Report Monitor/Report Monitor/Report The proposed effluent limits for Outfall SW003 (stormwater) are as follows:
Concentration (mg/l) Parameter Maximum Daily CBOD5 Monitor/Report COD Monitor/Report Oil and Grease Monitor/Report pH Monitor/Report Total Suspended Solids Monitor/Report Total Kjeldahl Nitrogen Monitor/Report Total Phosphorus Monitor/Report Fecal Coliform Monitor/Report Iron (Dissolved) Monitor/Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Average Weekly Definition
2. Remedial Measures if Unsatisfactory Effluent
3. No New Sources of Stormwater
4. Acquire Necessary Property Rights
5. Sludge Report Form and Monthly Operations Report Forms Submission
6. Test Specifications
7. Change in Ownership
8. IW Pretreatment
9. TRC Data
10. Sludge Handling
11. Discharge Specific Data
12. WET Testing
13. CSO/LTCP Requirements
14. Stormwater Only OutfallThe EPA waiver is not in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0029017-A1, Sewage, Schuylkill Haven Municipal Authority, 12 West Main Street, Schuylkill Haven, PA 17972-1900. This proposed facility is located in Schuylkill Haven Borough, Schuylkill County.
Description of Proposed Activity: Amendment of existing NPDES permit.
The receiving stream, Schuylkill River, is in the State Water Plan watershed #3A and is classified for: cold water fishery. The nearest downstream public water supply intake for the Pottstown Water Authority is located on the Schuylkill River, over 40 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 2.8 MGD.
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)16 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
pH 6.0 to 9.0 standard units at all times Total Residual Chlorine 0.5 1.76 In addition to the effluent limits, the permit contains the following major special conditions:
1. WETT Monitoring
2. Operation/Implementation Pretreatment Program
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0098132, Industrial Waste, SIC, 4941, Garrett Borough, P. O. Box 218, Garrett, PA 15542. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Garrett Borough Water Facility in Summit Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, Casselman River, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply, and recreation. The first existing/proposed downstream potable water supply is the Ohiopyle Borough Municipal Water Works, P. O. Box 83, Ohiopyle, PA 15470, 33 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.031 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Suspended solids 30 60 Total residual chlorine 0.5 1.0 Aluminum 4.0 8.0 Iron 2.0 4.0 Manganese 1.0 2.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Outfall 002: existing discharge.
This outfall is permitted to discharge uncontaminated stormwater runoff from areas in and around the facility.
PA0032263, Sewage, Bureau of State Parks, Yellow Creek State Park, 170 Route 259 Highway, Penn Run, PA 15765-5941. This application is for renewal of an NPDES permit to discharge treated sewage from the Yellow Creek State Park Sewage Treatment Plant in Cherryhill Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Yellow Creek Lake, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply, and recreation. The first downstream potable water supply intake from this facility is the Central Indiana Water Authority.
Outfall 001: existing discharge, design flow of 0.313 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0032263, Industrial Waste, SIC, 4941, Bureau of State Parks, Yellow Creek State Park, 170 Route 259 Highway, Penn Run, PA 15765. This application is for renewal of an NPDES permit to discharge treated process water from the Yellow Creek State Park Water Treatment Plant in Cherryhill Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, Yellow Creek Lake, classified as a cold water fishery fishery with existing and/or potential uses for aquatic life, water supply, and recreation. The first existing/proposed downstream potable water supply is the Central Indiana Water Authority.
Outfall 002: existing discharge, design flow of .005 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron 2.0 4.0 Manganese 1.0 2.0 Aluminum 4.0 8.0 Suspended Solids 30 60 Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0216992, Sewage, Shannock Valley General Services Authority, P. O. Box 168, 111 South Center Street, NuMine, PA 16244-0168. This application is for renewal of an NPDES permit to discharge treated sewage from the Yatesboro STP in Cowanshannock Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Cowanshannock Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply, and recreation. The first downstream potable water supply intake from this facility is the Kittanning Suburban Joint Water Authority on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.22 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 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 6.0 9.0 12.0 (11-1 to 4-30) 18.0 27.0 36.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 5,000/100 ml as a geometric mean Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481PA0103446, Industrial Waste, Onyx Greentree Landfill, 635 Toby Road, Kersey, PA 15846. This proposed facility is located in Fox Township, Elk County.
Description of Proposed Activity: an existing discharge of treated industrial waste and stormwater.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Pennsylvania American Water Co. and the Clarion River located at Clarion, 73 miles below point of discharge.
The receiving stream, Little Toby Creek, is in watershed 17-A and classified for: cold water fishes, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.053 MGD.
These discharge limits apply in any month in which the daily flow never exceeds 0.053 MGD.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (MGD) XX XX BOD5 53 163 163 TSS 31 60 77.5 Oil and Grease 50.2 205 205 Fecal Coliform (5-1 to 9-30) 200/100ml (10-1 to 4-30) 26,000/100ml Antimony 0.206 0.249 0.52 Arsenic 0.104 0.162 0.26 Cadmium 0.0962 0.474 0.474 Chromium 3.07 15.5 15.5 Cobalt 0.124 0.192 0.31 Copper 0.757 0.865 1.9 Lead 0.283 1.32 1.32 Mercury 0.000739 0.00234 0.00234 Nickel 1.45 3.95 3.95 Silver 0.0351 0.12 0.12 Tin 0.12 0.409 0.409 Titanium 0.0618 0.0947 0.15 Vanadium 0.0662 0.218 0.218 Zinc 0.42 0.497 1 Acetone 7.97 30.2 30.2 Acetophenone 0.0562 0.114 0.14 2-Butanone 1.85 4.81 4.81 o-Cresol 0.561 1.92 1.92 p-Cresol 0.205 0.698 0.698 Phenol 1.08 3.65 3.65 Pyridine 0.182 0.37 0.46 2,4,6-Trichlorophenol 0.106 0.155 0.27 (*) Pentachlorophenol XX (*) Acrylonitrile XX (*) Benzidine XX (*) Benzo(a)anthracene XX (*) Benzo(a)pyrene XX (*) 3,4-benzofluoranthene XX (*) Benzo(k)fluoranthene XX (*) Bis(2-chloroethyl)ether XX (*) Chrysene XX (*) Dibenzo(a,h)anthracene XX (*) 3,3-dichlorobenzidine XX (*) 2,4-dinitrotoluene XX (*) 2,6-dinitrotoluene XX (*) 1,2-dephenylhydrazine XX (*) Hexachlorobenzene XX (*) Indeno(1,2,3-cd)pyrene XX (*) N-nitrosodimethlyamine XX (*) Nititrosodi-n-propylamine XX (*) Aldrin XX (*) Chlordane XX (*) 4,4-DDT XX (*) 4,4-DDE XX (*) 4,4-DDD XX (*) Dieldrin XX (*) alpha-BHC XX (*) Heptachlor XX Heptachlor epoxide XX Toxaphene XX pH within limits of 6.0 to 9.0 The proposed effluent limits for Outfall 001 based on a design flow of 0.36 MGD. These discharge limits apply in any month in which the daily flows exceed 0.25 MGD on any given day.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (MGD) XX XX CBOD5 36 72 90 TSS 31 60 77.5 Oil and Grease 50.2 205 205 Fecal Coliform (5-1 to 9-30) 200/100ml (10-1 to 4-30) 5,600/100ml Ammonia Nitrogen (5-1 to 10-31) 40.5 81 13.5 27 33.8 (11-1 to 04-30) 121.5 243 40.5 81 101.3 TRC 1 3.4 Antimony 0.13 0.26 0.043 0.086 0.11 Arsenic 0.104 0.162 0.26 Cadmium 0.24 0.48 0.18 0.36 0.2 Chromium 3.07 15.5 15.5 Cobalt 0.124 0.192 0.31 Copper 1 2 0.337 0.674 0.84 Lead 0.54 1.08 0.18 0.36 0.45 (*) Mercury XX Nickel 2.37 4.74 0.79 1.58 2 Silver 0.0351 0.12 0.12 Thallium 0.015 0.03 0.005 0.01 0.013 Tin 0.12 0.409 0.409 Titanium 0.0618 0.0947 0.15 Vanadium 0.0662 0.218 0.218 Zinc 0.42 0.497 1.05 Acetone 7.97 30.23 0.2 Acetophenone 0.0562 0.114 0.14 2-Butanone 1.85 4.81 4.81 o-Cresol 0.561 1.92 1.92 p-Cresol 0.205 0.698 0.698 Phenol 1.08 3.65 3.65 Pyridine 0.182 0.37 0.46 2,4,6-Trichlorophenol 0.1 0.2 0.034 0.068 0.085 (*) pentachlorophenol XX (*) Acrylonitrile XX (*) Carbon Tetrachloride XX (*) 1,1-dichloroethylene XX (*) Benzidine XX (*) Benzo(a)anthracene XX (*) Benzo(a)pyrene XX (*) 3,4-benzofluoranthene XX (*) Benzo(k)fluoranthene XX (*) Bis(2-chloroethyl)ether XX (*) Chrysene XX (*) Dibenzo(a,h)anthracene XX (*) 3,3-dichlorobenzidine XX (*) 2,4-dinitrotoluene XX (*) 2,6-dinitrotoluene XX (*) 1,2-dephenylhydrazine XX (*) Hexachlorobenzene XX (*) Hexachlorobutadiene XX (*) Indeno(1,2,3-cd)pyrene XX (*) N-nitrosodimethlyamine XX (*) Nititrosodi-n-propylamine XX (*) Aldrin XX (*) alpha-BHC XX (*) beta-BHC XX (*) gamma-BHC XX (*) Chlordane XX (*) 4,4-DDT XX (*) 4,4-DDE XX (*) 4,4-DDD XX (*) Dieldrin XX (*) alpha-endosulfan XX (*) beta-endosulfan XX (*) Endrin XX (*) Heptachlor XX (*) Heptachlor epoxide XX (*) Toxaphene XX pH within limits of 6.0 to 9.0 standard units The proposed effluent limits for Outfall 001 based on a design flow of 0.15 MGD. These discharge limits apply in any month in which the daily flow is above 0.053 MGD but does not exceed 0.15 MGD on any given day.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX XX CBOD5 53 163 163 TSS 31 607 7.5 Oil and Grease 50.2 205 205 Ammonia Nitrogen (5-1 to 10-31) 30 60 24 48 60 (11-1 to 4-30) 90 180 72 144 180 Fecal Coliform (5-1 to 9-30) 200/100ml (10-1 to 4-30) 10,000/100ml Total Residual Chlorine 2.2 7.4 Antimony 0.1 0.2 0.083 0.166 0.21 Arsenic 0.104 0.162 0.26 Cadmium 0.0962 0.474 0.474 Chromium 3.07 15.5 15.5 Cobalt 0.124 0.192 0.31 Copper 0.757 0.865 1.9 Lead 0.283 1.32 1.32 Mercury 0.00038 0.00076 0.0003 0.0006 0.0075 Nickel 1.45 3.95 3.95 Thallium 0.03 0.06 0.01 0.02 0.025 Silver 0.0351 0.12 0.12 Tin 0.12 0.409 0.409 Titanium 0.0618 0.0947 0.15 Vanadium 0.0662 0.218 0.218 Zinc 0.42 0.497 1.05 Acetone 7.97 30.2 30.2 Acetophenone 0.0562 0.114 0.14 2-Butanone 1.85 4.81 4.81 o-Cresol 0.561 1.92 1.92 p-Cresol 0.205 0.698 0.698 Phenol 1.08 3.65 3.65 Pyridine 0.182 0.37 0.46 2,4,6-Trichlorophenol 0.1 0.2 0.078 0.16 0.2 Acrolein (*) XX Pentachlorophenol (*) XX Acrylonitrile (*) XX Benzidine (*) XX Benzo(a)anthracene (*) XX Benzo(a)pyrene (*) XX 3,4-benzofluoranthene (*) XX Benzo(k)fluoranthene (*) XX Bis(2-chloroethyl)ether (*) XX Chrysene (*) XX Dibenzo(a,h)anthracene (*) XX 3,3-dichlorobenzidine (*) XX 2,4-dinitrotoluene (*) XX 2,6-dinitrotoluene (*) XX 1,2-dephenylhydrazine (*) XX Hexachlorobenzene (*) XX Indeno(1,2,3-cd)pyrene (*) XX N-nitrosodimethlyamine (*) XX Nititrosodi-n-propylamine (*) XX Aldrin (*) XX alpha-BHC (*) XX Chlordane (*) XX 4,4-DDT (*) XX 4,4-DDE (*) XX 4,4-DDD (*) XX Dieldrin (*) XX Heptachlor (*) XX Heptachlor epoxide (*) XX Toxaphene (*) XX pH 6.0 9.0 The proposed effluent limits for Outfall 001 based on a design flow of 0.25 MGD. These discharge limits apply in any month in which the daily flow is above 0.15 MGD, but does not exceed 0.25 MGD on any given day.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX XX CBOD5 40 80 100 TSS 31 60 77.5 Oil and Grease 50.2 205 205 Ammonia Nitrogen (5-1 to 10-31) 34 68 16.5 33 41 (11-01 to 4-30) 103 204 49.5 99 123 Fecal Coliform (5-1 to 9-30) 200/100ml (10-1 to 4-30) 7,100/100ml Total Residual Chlorine 1.4 4.7 Antimony 0.11 0.22 0.055 0.11 0.14 Arsenic 0.104 0.162 0.26 Cadmium 0.0962 0.474 0.474 Chromium 3.07 15.5 15.5 Cobalt 0.124 0.192 0.31 Copper 0.757 0.865 1.9 Lead 0.5 1 0.25 0.5 0.63 Mercury 0.00042 0.00084 0.0002 0.0004 0.0005 Nickel 2.25 4.5 1.08 2.16 2.7 Thallium 0.014 0.028 0.0067 0.014 0.017 Silver 0.0351 0.12 0.12 Tin 0.12 0.409 0.409 Titanium 0.0618 0.0947 0.15 Vanadium 0.0662 0.218 0.218 Zinc 0.42 0.497 1.05 Acetone 7.97 30.2 30.2 Acetophenone 0.0562 0.114 0.14 2-Butanone 1.85 4.81 4.81 o-Cresol 0.561 1.92 1.92 p-Cresol 0.205 0.698 0.698 Phenol 1.08 3.65 3.65 Pyridine 0.182 0.37 0.46 2,4,6-Trichlorophenol 0.1 0.2 0.047 0.094 0.12 Acrolein (*) XX Pentachlorophenol (*) XX Acrylonitrile (*) XX Benzidine(*) XX Benzo(a)anthracene (*) XX Benzo(a)pyrene (*) XX 3,4-benzofluoranthene (*) XX Benzo(k)fluoranthene (*) XX Bis(2-chloroethyl)ether (*) XX Chrysene (*) XX Dibenzo(a,h)anthracene (*) XX 3,3-dichlorobenzidine (*) XX 2,4-dinitrotoluene (*) XX 2,6-dinitrotoluene (*) XX 1,2-dephenylhydrazine (*) XX Hexachlorobenzene (*) XX Indeno(1,2,3-cd)pyrene (*) XX N-nitrosodimethlyamine (*) XX Nititrosodi-n-propylamine (*) XX Aldrin (*) XX alpha-BHC (*) XX Chlordane (*) XX 4,4-DDT (*) XX 4,4-DDE (*) XX 4,4-DDD (*) XX Dieldrin (*) XX Heptachlor (*) XX Heptachlor epoxide (*) XX Toxaphene (*) XX pH within limits of 6 to 9 standard units at all times The proposed effluent limits for Sedimentation Basins 001, 002, 003, 004, 006, 007, 008, 010, 011, A1, B1, B2, D and E, based on a design flow of n/a MGD.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Chemical Oxygen Demand XX Oil and Grease XX pH XX Total Dissolved Solids XX Total Organic Carbon XX Barium XX Cadmium XX Chromium XX Lead XX Mercury XX Magnesium XX Selenium XX Silver XX Ammonia XX Arsenic XX Cyanide XX Nitrate plus Nitrite Nitrogen XX Total Iron XX XX--Monitor and Report.
* See Special Condition 6 in Part C of the permit.
The EPA waiver is in effect.
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