NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[35 Pa.B. 1591]
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 No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)EPA Waived Y/N ? PA0053384 Assembly Hall of Jehovah's
Witnesses of BuckinghamBucks County
Buckingham Township
Tributary to Mill Creek Y
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)EPA Waived Y/N ? PA-0042951
Sewage
Tremont Municipal Authority
423 West Main Street
Tremont, PA 17981
Schuylkill County
Tremont Township
Swatara Creek
(7D)
Yes
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)EPA Waived Y/N ? PA0082732
(Sewage)
East St. Clair Township Municipal Authority
(Stone Creek)
P. O. Box 55
Fishertown, PA 15539-0055
Bedford County
East St. Clair Township
Dunning Creek/11C Y PA0082694
(Sewage)
East St. Clair Township Municipal Authority
(Fishertown)
P. O. Box 55
Fishertown, PA 15539-0055
Bedford County
East St. Clair Township
Dunning Creek/11C 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.
PA0050377, Industrial Waste, SIC 2833, Lonza, Inc., 900 River Road, Conshohocken, PA 19428. This existing facility is located in Upper Merion Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated process wastewater (Outfall 001) and stormwater (Outfall 002) from a manufacturer of fine organic chemicals which are used as active ingredients in the production of pharmaceutical products elsewhere.
The receiving stream, Schuylkill River via Matsunk Creek, is in the State Water Plan watershed 3F and is classified for: WWF, MF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Philadelphia Water Department is located on the Schuylkill River, approximately 8.7 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.08 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) BOD5 467 934 700 1,400 1,750 Total Suspended Solids 67 133 100 200 250 Chemical Oxygen Demand 571 1,118 856 1,675 2,140 Total Dissolved Solids 11,676 23,352 17,500 35,000 43,750 Ammonia as N (3-01 to 10-31) 13 20 50 (11-01 to 2-29) 20 29.4 73.5 Temperature 110°F pH (Standard Units) 6.0, I-min. 9.0 Influent BOD5 Monitor Monitor Monitor Monitor Percent Removal BOD5 90% Influent TSS Monitor Monitor Monitor Monitor Percent Removal TSS 85% Influent COD Monitor Monitor Monitor Monitor Percent Removal COD 74% Color (PT/Cobalt Scale) 100 Cyanide, Total 1.2 2.5 1.9 3.8 4.8 Acetone 0.2 0.5 Acetonitrile 10.2 25 N-Amyl Acetate 0.5 1.3 Amyl Alcohol 4.1 10 Benzene 0.02 0.05 N-Butyl-Acetate 0.5 1.3 Chlorobenzene 0.06 0.15 Chloroform 0.01 0.02 O-Dichlorobenzene 0.06 0.15 1,2-Dichloroethane 0.1 0.4 Diethylamine 102 250 Dimethyl Sulfoxide 37.5 91.5 Ethanol 4.1 10 Ethyl Acetate 0.5 1.3 N-Heptane 0.02 0.05 N-Hexane 0.02 0.03 Isobutyraldehyde 0.5 1.2 Isopropanol 1.6 3.9 Isopropyl Acetate 0.5 1.3 Isopropyl Ether 2.6 8.4 Methanol 4.1 10 Methyl Cellosolve 40.6 100 Methylene Chloride 0.3 0.9 Methyl Formate 0.5 1.3 4-Methyl-2-Pentanone 0.2 0.5 Phenol 0.02 0.05 Tetrahydrofuran 2.6 8.4 Toluene 0.02 0.06 Triethylamine 102 250 Xylenes 0.01 0.03 N-Nitrosodi-Methylamine 0.008 0.016 Lithium, Total Monitor Monitor The proposed effluent limits for Outfall 002 are based on a design flow of an average storm event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 Monitor Monitor Chemical Oxygen Demand Monitor Monitor Oil and Grease Monitor Monitor pH (Standard Units) Monitor Monitor Total Suspended Solids Monitor Monitor Total Kjeldahl Nitrogen Monitor Monitor Total Phosphorus Monitor Monitor Iron, Dissolved Monitor Monitor Cyanide, Total Monitor Monitor Acetone Monitor Monitor Acetonitrile Monitor Monitor N-Amyl-Acetate Monitor Monitor Amyl Alcohol Monitor Monitor Benzene Monitor Monitor N-Butyl Acetate Monitor Monitor Chlorobenzene Monitor Monitor Chloroform Monitor Monitor O-Dichlorobenzene Monitor Monitor 1,2-Dichloroethane Monitor Monitor Diethylamine Monitor Monitor Dimethyl Sulfoxide Monitor Monitor Ethanol Monitor Monitor Ethyl Acetate Monitor Monitor N-Heptane Monitor Monitor N-Hexane Monitor Monitor Isobutyraldehyde Monitor Monitor Isopropanol Monitor Monitor Isopropyl Acetate Monitor Monitor Isopropyl Ether Monitor Monitor Methanol Monitor Monitor Methyl Cellosolve Monitor Monitor Methylene Chloride Monitor Monitor Methyl Formate Monitor Monitor 4-Methyl-2-Pentanone Monitor Monitor Phenol Monitor Monitor Tetrahydrofuran Monitor Monitor Toluene Monitor Monitor Triethylamine Monitor Monitor Xylenes Monitor Monitor N-Nitrosodi-Methylamine Monitor Monitor Total Dissolved Solids Monitor Monitor Ammonia as N Monitor Monitor Aluminum Monitor Monitor In addition to the effluent limits, the permit contains the following major special conditions:
1. Remedial Measures if Public Nuisance
2. Total Suspended Solids 85% Reduction Requirement
3. Chemical Oxygen Demand 74% Reduction Requirement
4. BOD5 90% Reduction Requirement
5. Influent Sampling and Reporting Requirement
6. Thermal Requirement
7. Approval of Additives
8. Additive Requirements
9. Specification of Test Methods
10. Change in Ownership
11. Sludge Disposal
12. Stormwater Requirements
The EPA waiver is in effect.
PA0036412, Sewage, Tel Hai Retirement Community, P. O. Box 190, Honey Brook, PA 19344. This existing facility is located in Honey Brook Township, Chester County.
Description of Proposed Activity: This application is for renewal of a NPDES permit for an existing discharge of treated sewage from the Tel Hai Retirement Community sewage treatment plant.
The receiving stream, Two Log Run, is in the State Water Plan watershed 3H and is classified for: HQ-TSF, MF. The nearest downstream public water supply is an intake for the City of Coatesville located on West Brandywine Creek, approximately 8.3 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.055 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 (5-01 to 10-31) 4.6 10 20 (11-01 to 4-30) 9.2 20 40 Total Suspended Solids 12.8 28 56 Ammonia as N (5-01 to 10-31) 1.3 2.9 5.8 (11-01 to 4-30) 4.0 8.7 17.4 Phosphorus (4-01 to 10-31) 0.9 1.9 3.8 Fecal Coliform 200/100 ml Dissolved Oxygen 5.0 (min.) pH (STD Units) 6.0 (min.) 9.0 Total Residual Chlorine 0.5 1.2 NO2-N and NO3-N (5-01 to 10-31) 12.4 27 54 (11-01 to 4-30) 10.5 23 46 In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Operator
2. Abandon STP When Municipal Sewers Available
3. Remedial Measures if Unsatisfactory Effluent
4. No Stormwater
5. Acquire Necessary Property Rights
6. Change of Ownership
7. Total Residual Chlorine Requirement
8. Sludge Disposal Requirement
9. Imax Requirements
10. 2/Month Monitoring Requirements
PA0052922, IW, SIC 2098, Conte Luna Foods, Inc., 40 Jacksonville Road, Warminster, PA 18974. This proposed facility is located in Warminster Township, Bucks County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 7,200 gpd of noncontact cooling water into a UNT to Pennypack Creek.
The receiving stream, UNT of Pennypack Creek, is in the State Water Plan watershed 2F Neshaminy and is classified for: TSF.
The proposed effluent limits for Outfall 001 are based on a design flow of 7,200 gpd.
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH Within limits of 6.0--9.0 standard units at all times Temperature (°F) January 1--January 31 72 110 February 1--February 29 69 110 March 1--May 31 110 110 June 1--June 15 95 110 June 16--June 30 87 110 July 1--July 31 77 110 August 1--August 15 99 110 August 16--September 15 110 110 September 16--September 30 108 110 October 1--October 15 102 110 October 16--October 31 92 110 November 1--November 15 88 110 November 16--November 30 74 110 December 1--December 31 66 110 PA0054950, Industrial Waste, SIC 2013, Pilgrim's Pride Corporation, 471 Harleysville Pike, P. O. Box 8, Franconia, PA 18924-0008. This proposed facility is located in Franconia Township, Montgomery County.
Description of Proposed Activity: discharge of treated process wastewater from the industrial waste water treatment plant.
The receiving stream, UNT to Indian Creek, is in the State Water Plan watershed 3E and is a dry swale which flows to the Indian Creek classified for: TSF. The nearest downstream public water supply intake, for Philadelphia Suburban Water Company, is located on Perkiomen Creek, 19.52 miles below the point of discharge.
The following proposed effluent limits for Outfall 001 are based on a design flow of 300,000 gpd and reflect changes to the notice published at 34 Pa.B. 6057 (November 6, 2004).
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 25 50 10 20 25 Total Suspended Solids 25 50 10 20 25 Ammonia as N (5-01 to 10-31) 5.0 10.0 2.0 4.0 5.0 (11-01 to 4-30) 10.0 20.0 4.0 8.0 10.0 Total Nitrogen 20.0 40.0 50.0 Phosphorus as P 2.5 5.0 1.0 2.0 2.5 Total Dissolved Solids Monitor Monitor Monitor Fecal Coliform 200 # col/ml pH (STD unit) minimum 6.0 9.0 Oil and Grease 8 14 20 Total Residual Chlorine 0.5 1.2 Dissolved Oxygen minimum 6.0 Hardness as CaCO3 Monitor Osmotic Pressure 100 mos/kg Color 100 pc units Temperature 110°F Mercury, Total Monitor Monitor Monitor Copper, Total Monitor Monitor Monitor Zinc, Total Monitor Monitor Monitor Phenolics, Total 0.005 0.01 0.012 In addition to the effluent limits, the permit contains the following major special conditions:
1. Effective Disinfection
2. Remedial Measures
3. Test Methods
4. Change of Ownership
5. Sludge Disposal
6. TMDL/WLA Analysis
7. Stormwater Discharge from Outfall 002
8. Operations and Maintenance Plan
9. Laboratory Certification
10. Groundwater Monitoring
PA0050521, Sewage, SIC 4952, Green Lane-Marlborough Joint Authority Wastewater Treatment Plant. This facility is located at Gravel Pike at Sumneytown Road, Green Lane, PA 18054, Montgomery County. The mailing address is: Green Lane-Marlborough Joint Authority, P. O. Box 45, Green Lane, PA 18054.
Description of Activity: This application is for renewal of an NPDES permit to discharge treated sewage effluent from the Green Lane-Marlborough Joint Authority's sewage treatment plant to Perkiomen Creek.
The receiving stream, Perkiomen Creek, is in the State Water Plan watershed 3E-Perkiomen and is classified for: WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Suburban Water Company is located on Perkiomen Creek, approximately 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.200 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum mg/l CBOD5 42 66 25 40 50 Total Suspended Solids 50 75 30 45 60 Ammonia as N 17 25 10 15 20 Total Phosphorus as P 3.3 2.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen Monitor and Report pH Within limits of 6.0--9.0 STD units at all times Total Residual Chlorine 0.5 1.0 The EPA waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0084026, Sewage, Northwestern Lancaster County Authority, 97 North Penryn Road, Manheim, PA 17545. This facility is located in Penn Township, Lancaster County.
Description of activity: The application is for issuance of an NPDES permit for new discharge of treated sewage.
The receiving stream, Chickies Creek, is in Watershed 7-G and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 20 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.65 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) 4.5 9.0 (11-1 to 4-30) 13.5 27 Total Phosphorus 2 4 Total Nitrogen Monitor 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) 3,200/100 ml as a geometric average Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0010677, SIC Code 3824, Industrial Waste, Veeder-Root Company, P. O. Box 1673, Altoona, PA 16603-1673. This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to a UNT to Spencer Run, in Allegheny Township, Blair County.
The receiving stream is classified for WWF, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was United Water Company located in Dauphin County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of .0048 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XXX Monitor and Report XXX pH (S.U.) From 6.0 to 9.0 inclusive Temperature °F XXX Monitor and Report XXX The proposed effluent limits for Outfall 002 for a design flow of .043 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) XXX XXX XXX pH (S.U.) From 6.0 to 9.0 inclusive Benzene 0.001 0.002 0.0025 Toluene 1.0 2.0 2.5 1,2-Trans-Dichloroethylene 0.10 0.20 0.25 1,1,1-Trichloroethane 0.20 0.40 0.50 Total PCBs 0.000002 0.000004 0.000005 Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling Mary DiSanto, File Review Coordinator, (717) 705-4732.
The EPA waiver in effect.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0217751, Industrial Waste, SIC, 4941, Borough of Sewickley Water Authority, P. O. Box 190, Sewickley PA 15143. This application is for renewal of an NPDES permit to discharge treated process water from water treatment plant operations in Sewickley Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the ARCO Chemical Company, located at Monaca, 18.4 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.040 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Flow Monitor and Report TSS 30 60 Aluminum 4.0 8.0 Total Iron 2.0 4.0 Manganese 1.0 2.0 TRC 0.5 1.0 pH Not less than 6.0 nor
greater than 9.0The EPA waiver is in effect.
PA0038806, Sewage, Forest Hills Municipal Authority, P. O. Box 111, 507 Maple Street, South Fork, PA 15956-0111. This application is for renewal of an NPDES permit to discharge treated sewage from Beautyline Park Sewage Treatment Plant in Adams Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Otto Run, which are classified as a CWF 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 Saltsburg Municipal Water Works located on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.1892 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0091898, Sewage, United Mobile Homes Inc., 3499 Route 9 North, Suite 3C, Freehold, NJ 07728. This application is for renewal of an NPDES permit to discharge treated sewage from Pine Valley Estates Mobile Home Park in Kiskiminetas Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Rattling Run, which are classified as a CWF 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 Buffalo Township Municipal Authority (Freeport) on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.05 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.7 7.4 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000 as a geometric mean Total Residual Chlorine 0.03 0.06 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.
PA0092860, Sewage, Regina A. Lambie, 342 Dunbar Ohiopyle Road, Dunbar, PA 15431. This application is for renewal of an NPDES permit to discharge treated sewage from Terrace Acres MHP STP in Upper Tyrone Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Jacobs Creek, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.0372 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 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.
PA0094404, Sewage, Antiochian Orthodox Christian Archdiocese of North America, 140 Church Camp Trail, Bolivar, PA 15923. This application is for renewal of an NPDES permit to discharge treated sewage from Antiochian Village STP in Fairfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Hendricks 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 Blairsville Municipal Authority on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.048 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 4.5 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 1.4 3.3 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 16335-3481.PA0100277--Amendment No. 1, Sewage, North and South Shenango Joint Municipal Authority, 3397 Dam Road, Jamestown, PA 16134. This proposed facility is located in South Shenango Township, Crawford County.
Description of Proposed Activity: amendment of an existing discharge of treated sewage.
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 Reynolds Water Company and the Shenango River located approximately 12 miles below point of discharge.
The receiving stream, Shenango River, is in watershed 20-A and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.3 mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 (5-01 to 10-31) 162 238 15 22 30 (11-01 to 4-30) 271 433 25 40 50 Total Suspended Solids 325 487 30 45 60 NH3-N (5-01 to 10-31) 48 4.5 9 (11-01 to 4-30) 108 10 20 Fecal Coliform (5-01 to 9-30) 200/100 ml as a geometric average (10-01 to 4-30) 4,300/100 ml as a geometric average Total Residual Chlorine 0.41 1.35 Phosphorus as ''P'' 1 2 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 002 are based on a design flow of n/a mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) This outfall shall be composed entirely of nonpolluting stormwater runoff in accordance with Special Condition No. 4. XX--Monitor and report on monthly DMRs.
The EPA waiver is in effect.
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