NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[35 Pa.B. 3061]
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 No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0060003 Wyoming County Housing Authority
P. O. Box 350
Nicholson, PA 18446Nicholson Borough
Wyoming CountyMartin's Creek
CWF
4FY PAS802221
(Individual Stormwater)United Parcel Service--Hometown
1821 South 19th Street
Harrisburg, PA 17104Rush Township
Schuylkill CountyUNT to the Little Schuylkill River (3A) Y
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0083691
(Industrial Waste)West Earl Water Authority/Water Department
P. O. Box 202
157 West Metzler Road
Brownstown, PA 17508Lancaster County
West Earl TownshipUNT Conestoga River/7J Y PA0083143
(Industrial Waste)Saxton Borough Municipal Authority
707 9th Street
Saxton, PA 16678-1213Bedford County
Liberty TownshipRaystown Branch Juniata River/11-D Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed#)EPA Waived Y/N ? PA0102792 Bernie's Mobile Home Park
347 Edgewood Drive
Cabot, PA 16023-9704Winfield Township,
Butler CountyUNT to Little Buffalo Creek
18-FY PA0102610 Kennihan Development Company, Inc.
Villa Vista Estates
133 Terra Drive
Valencia, PA 16059Middlesex Township
Butler CountyUNT to Glade Run
20-CY PA0103021 Bear Lake Inn and the Trading Place
Greenly Street
P. O. Box 132
Bear Lake, PA 16402Bear Lake Borough
Warren CountyUNT to Pine Valley Creek
16-BY PA0024511 Redbank Valley Municipal Authority
243 Broad Street
New Bethlehem, PA 16242
Mahoning Township
Armstrong CountyRedbank Creek
17-CY
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.
PA0054895, Industrial Waste, NAICS 325998, Palmer International, Inc., 2036 Lucon Road, P. O. Box 315; Skippack, PA 19474. This proposed facility is located in Skippack Township, Montgomery County.
Description of Proposed Activity: Discharge of noncontact cooling water from cooling tower, boiler blowdown, water softener backwash and stormwater associated with industrial activities to an UNT to Skippack Creek.
The receiving stream, Skippack Creek, is in the State Water Plan watershed 3E, and is classified for: TSF. The nearest downstream public water supply intake for Philadelphia Water Suburban Company is located on Perkiomen Creek and is 11.06 miles below the point of discharge. The concentration limit for total, phosphorus is based on an approved TMDL for Skippack Creek.
The proposed effluent limits for Outfall 001 are based on an annual average flow of 5,800 gpd of noncontact cooling water from cooling tower, rocket cooling jacket, glycol cold trap, boiler blow-down, water softener backwash, wastewater from tank farm, hazardous waste sump and stormwater associated with industrial activities:
Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum
(mg/l)Flow Monitor Monitor Total Suspended Solids 30 60 75 Total Dissolved Solids Monitor Monitor Monitor Phosphorus as P 2.0 4.0 Total Residual Chlorine 0.5 1.0 1.25 Oil and Grease 15 30 Temperature 110°F pH (STD) 6.0 min. 9.0 The proposed effluent limits for Outfall 002 are based on an annual average flow of 2,200 gpd of noncontact cooling water from turbo mixing cooling jacket, rubber grinder cooling jacket, nauta mixer cooling jacket, boiler blow-down from a boiler and stormwater associated with industrial activities:
Mass (lb/day)
Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum
(mg/l)Flow Monitor Monitor Total Suspended Solids 30 60 75 Phosphorus as P 2.0 4.0 Total Residual Chlorine 0.5 1.0 1.25 Temperature 110°F pH (STD) 6.0 min. 9.0 Total Dissolved Solids Monitor Monitor Monitor The proposed effluent limits for Outfall 003 are based on stormwater discharge associated with industrial activities and draining from the roofs of the Building A, the Pot Room and the Rocket Room:
Mass (lb/day)
Concentration (mg/l)
Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum
(mg/l)CBOD5 Monitor COD Monitor Oil and Grease Monitor pH (STD) Monitor Total Suspended Solids Monitor Total Kjeldahl Nitrogen Monitor Total Phosphorus Monitor Iron (Dissolved) Monitor In addition to the effluent limits, the permit contains the following major special conditions:
1. Remedial Measures.
2. BAT/ELG Reopener.
3. Chemical Additives.
4. TMDL/WLA Analysis.
5. Stormwater Outfalls BMPs.
6. Laboratory Certification.
7. Outfall 004 from Administrative Building without Monitoring Requirements.PA0053937, Sewage, Ralph B. and Gayla J. Johnson, 1021 Copeland School Road, West Chester, PA 19380-1829. This proposed facility is located in East Bradford Township, Chester County.
Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge treated sewage from a single residence sewage treatment plant.
The receiving stream, Broad Run, 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 is for Aqua America, located on East Branch Brandywine Creek, 2.6 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd:
Mass (lb/day)
Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum
(mg/l)CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine Monitor and Report Monitor and
ReportFecal Coliform 200/100 ml Geom. mean 1,000/100 ml Dissolved Oxygen minimum of 6.0 mg/l at all times
pH within limits of 6.0 to 9.0 standard units at all times In addition to the effluent limits, the permit contains the following major special conditions:
1. AMR Submission.
2. Phase Out When Sewers Available.
3. Adopt Remedial Measures.
4. No Stormwater.
5. Obtain Property Rights.
6. Change in Ownership.
7. Sludge Disposal.PA0011096 Amendment 1, Industrial Waste, Sunoco, Inc. (R & M), P. O. Box 426, Marcus Hook, PA 19061-0426.
This application is for amendment of an NPDES permit to discharge noncontact cooling water from compressors and stormwater runoff from the Marcus Hook oil refinery area in Borough of Marcus Hook, Delaware County. This is an existing discharge to Middle Creek and Delaware River Estuary Zone 4. The amendment will resolve all issues outlined in the notice of appeal dated November 10, 2004.
The receiving stream is classified for the following uses: WWF.
The proposed effluent limits for Outfall MP201, 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 to 9.0 Standard Units at all times The proposed effluent limits for Outfall MP301, 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 to 9.0 Standard Units at all times *Not more than 5°F above the average daily temperature during the 1961-66 period, which is shown as 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)January 1-31 42 February 1-29 36 March 1-31 40 April 1-30 47 May 1-31 58 June 4-30 72 July 1-31 80 August 1-31 81 September 1-14 78 September 15-30 76 October 1-31 70 November 1-30 60 December 1-14 50 December 15-31 45 The proposed effluent limits for Outfall 401 are as follows. This outfall receives highly diluted process water with stormwater from Tank TK-101 only during a heavy storm event.
Parameter Instantaneous Maximum (mg/l) CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Total Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Phosphorus, Total Monitor and Report Zinc, Total Monitor and Report Iron (Dissolved) Monitor and Report Benzene Monitor and Report Xylene, Total Monitor and Report Toluene Monitor and Report Ethylbenzene Monitor and Report BETX, Total Monitor and Report Methyl Tert Butyl Ether Monitor and Report Acrolein Monitor and Report The proposed effluent limits for stormwater Outfalls 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 (STD Units) Monitor and Report Total Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Iron (Dissolved) Monitor and Report *An annual inspection of area contributing stormwater to these outfalls is permitted in lieu of monitoring. However, the Department reserves the right to ask for monitoring of these outfalls for all listed parameters no more than once per year.
The EPA waiver is not in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PAS#602204, Industrial Stormwater, SR Used Parts, 400 Daniels Road, Nazareth, PA 18064. This proposed facility located in Bushkill Township, Northampton County.
Description of Proposed Activity: Issuance of new Industrial Stormwater Permit.
The receiving stream, unnamed tributary to East Branch Monocacy Creek, is in the State Water Plan watershed No. 2C and is classified for: HQ-CWF. The nearest downstream public water supply intake for Keystone Water Co. is located on the Delaware River, over 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are as follows:
Mass (lb/day)
Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily CBOD5 Report Chemical Oxygen Demand Report Oil and Grease Report pH Report Total Suspended Solids (TSS) Report Total Kjeldahl Nitrogen (TKN) Report Total Phosphorus Report Iron (dissolved) Report In addition to the effluent limits, the permit contains the following major special conditions:
Requirements applicable to stormwater outfalls along with identified best management practices.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0087955, Sewage, Cassville Water and Sewer Authority, P. O. Box 48, Cassville, PA 16623. This facility is located in Cass Township, Huntingdon County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, UNT to Little Trough Creek, is in Watershed 11-D, and classified for trout stocking, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Newport Borough Water Authority is located on the Juniata River, approximately 121 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.030 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) 4.0 8.0 (11-1 to 4-30) 12.0 24.0 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) 3,800/100 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.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0096369, Sewage, Patrick J. DiCesare, 116 East Pittsburgh Street, Greensburg, PA 15601. This application is for renewal of an NPDES permit to discharge treated sewage from Valley Hi MHP STP in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Buffalo 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: McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.00625 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen May 1 to Oct 31 3.4 6.8 Nov 1 to Apr 30 10.2 20.4 Fecal Coliform May 1 to Sep 30 200/100 ml as a geometric mean
Oct 1 to Apr 30 2,000/100 ml as a geometric mean
Total Residual Chlorine 0.46 1.0 Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0096881, Sewage, G & G Mobile Home Sales, 23 Oakridge Heights Drive, Oakdale, PA 15071. This application is for renewal of an NPDES permit to discharge treated sewage from Oakridge Heights Mobile Home Park No. 1 STP in North Fayette Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Drainage Swale to Unnamed Tributary of North Branch Robinson 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: West View Borough Municipal Water Authority on the Ohio River.
Outfall 001: existing discharge, design flow of 0.00588 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 50 Suspended Solids 30 60 Fecal Coliform May 1 to Sep 30 200/100 ml as a geometric mean
Oct 1 to Apr 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.
PA0098396, Sewage, Oak Estates, Inc., 600 Laurelview Drive, Mt. Pleasant, PA 15666. This application is for renewal of an NPDES permit to discharge treated sewage from Laurelview Manor MHP STP in Bullskin Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of 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: Westmoreland County Municipal Authority--McKeesport.
Outfall 001: existing discharge, design flow of 0.03 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen May 1 to Oct 31 2.0 4.0 Nov 1 to Apr 30 3.5 7.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a geometric mean Oct 1 to Apr 30 2,000 as a geometric mean
Total Residual Chlorine 0.3 0.7 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.
PA0098531, Sewage, Chesla Investment Group, LLC. This application is for renewal of an NPDES permit to discharge treated sewage from Green Hills MHP STP in Hempfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Swale to an UNT of Little Sewickley Creek, which are classified as a trout stock 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: McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.03 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 25 50 Ammonia Nitrogen May 1 to Oct 31 2.5 5.0 Nov 1 to Apr 30 7.5 15.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a geometric mean
Oct 1 to Apr 30 2,000/100 as a geometric mean
Total Residual Chlorine 0.2 0.45 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.
PA0216852, Sewage, TRC, Inc., 441 Route 31, Ruffsdale, PA 15679. This application is for renewal of an NPDES permit to discharge treated sewage from TRC Estates Sewage Treatment Plant in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Buffalo 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: Westmoreland County Municipal Authority.
Outfall 001: existing discharge, design flow of 0.025 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen May 1 to Oct 31 3.5 7.0 Nov 1 to Apr 30 10.5 21.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a geometric mean
Oct 1 to Apr 30 2000/100 ml as a geometric mean
Dissolved Oxygen not less than 3 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0216925, Sewage, Consolidation Coal Company, 1 Bridge Street, Monongah, WV 26554. This application is for renewal of an NPDES permit to discharge treated sewage from Kuhntown Portal Wastewater Treatment Plant in Wayne Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Hoovers Run, 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: Dunkard Valley Joint Municipal Authority.
Outfall 001: existing discharge, design flow of 0.014 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen May 1 to Oct 31 2.0 4.0 Nov 1 to Apr 30 3.5 7.0 Fecal Coliform May 1 to Sep 30 200/100 ml as a geometric mean
Oct 1 to Apr 30 2,000/100 ml as a geometric mean
Total Residual Chlorine 0.05 0.11 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PAS238302, Industrial Waste. Air Liquide Industrial U. S. L.P., 2700 Post Oak Blvd., Houston, TX 77056. This proposed facility is located in St. Marys, Elk County.
Description of Proposed Activity: discharge of 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 PA American Water Company and the West Branch Susquehanna River located at Milton Borough approximately 118 miles below point of discharge.
The receiving stream, West Creek, is in watershed 8-A and classified for: HQ-CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of n/a mgd.
Concentrations Average Maximum Maximum Parameter Monthly
(mg/l)Daily
(mg/l)Maximum
(mg/l)CBOD5 XX Chemical Oxygen Demand XX Oil and Grease XX SARA Title III, Section 313 XX Water Priority Chemicals** Total Suspended Solids XX Total Phosphorus XX Total Kjeldahl Nitrogen XX Total Iron XX pH 6.0 to 9.0 standard units at all times XX--Monitor and report on monthly DMRs.
The EPA waiver is in effect.
PA0239577, Sewage. United States Department of Agriculture, Allegheny National Forest, 222 Liberty Street, P. O. Box 847, Warren, PA 16365. This proposed facility is located in Hamilton Township, McKean County.
Description of Proposed Activity: New discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, Fluoride, Phenolics, Sulfate and Chloride, existing downstream potable water supply, considered during the evaluation is the Emlenton Water Company located on the Allegheny River, approximately 105 miles below point of discharge.
The receiving stream, the Kinzua Creek, is in watershed 16 and classified for: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0075 mgd.
Concentrations Average Average Instantaneous Parameter Monthly
(mg/l)Weekly
(mg/l)Maximum
(mg/l)Flow XX CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform *(5-1 to 9-30) 200/100ml 1,000/100ml *(10-1 to 4-30) 2,000/100ml 10,000/100ml Total Residual Chlorine .5 1.2 Dissolved Oxygen minimum of 6 mg/l at all times
pH 6.0 to 9.0 standard units at all times *As geometric mean.
The EPA waiver is in effect.
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