NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[34 Pa.B. 2082]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES Permit No. (Type) Facility Name and Address County and Municipality Stream Name
(Watershed No.)EPA Waived
Y/N?PA0047198
Minor SewageCrown American Properties, L. P.
Pasquerilla Plaza
Johnstown, PA 15907New Castle Township
Schuylkill CountyUnnamed tributary to Mud Run
3AY
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?PA0085715
SewageLloyd and Bertha Geib, Jr.
504 Hemlock Ln.
Lebanon, PA 17042-9015Lebanon County
Cornwall BoroughUNT Shearer's Creek
7GY PA0043672
IWGeneral Dynamics
P. O. Box 127
Red Lion, PA 17356York County
Red Lion BoroughFishing Creek
7IY PA0086282
IWTexas Eastern Transmission, LP
Grantville Compressor Station
5400 Westheimer Court
Houston, TX 77056
Dauphin County
East Hanover Township
UNT Bow Creek
7DY PA0087998
SewageT/A Urban Acres Mobile Home Park
35 Ridge Drive
Fleetwood, PA 19522Berks County
Alsace TownshipBernhart Creek
3CY PA0083283
SewageArthur Bruaw, Jr.
Bruaw Mobile Home Park
P. O. Box 277
St. Thomas, PA 17252
Perry County
Watts TownshipUNT Susquehanna River
6CY
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?PA0102270 Skyline Development, Inc.
Summit Road MHP
SR 4001 Summit Road
Greenville, PA 16125
West Salem Township
Mercer County
Unnamed tributary to Booth Run
20-AY
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.
PA0057363, Sewage, ARCCA Real Estate Corporation, 2288 Second Street Pike, Penns Park, PA 18943. This facility is in Wrightstown Township, Bucks County.
Description of Proposed Activity: Renewal of permit to discharge treated sewage effluent from a small flow treatment facility.
The receiving stream, an unnamed tributary to Neshaminy Creek, is in the State Water Plan watershed 2F and is classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Philadelphia Suburban Water Company is on Neshaminy Creek, 8.2 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 2,000 gallons per day. The limits are the same as in the current permit except for an additional requirement to monitor total phosphorus.
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 Total Suspended Solids 10 40 NH3-N 20 (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen 3.0 min. pH (STD Units) 6.0 min. Total Residual Chlorine 0.5 9.0 Phosphorus (4-1 to 10-31) Monitor 1.3 The EPA waiver is in effect.
PA0011282, Industrial Waste, Aqua Pennsylvania, Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010. This proposed facility is in Springfield Township, Delaware County.
Description of Proposed Activity: Existing discharge of treated industrial wastewater generated at the Crum Creek Water Filtration Plant.
The receiving stream, Crum Creek, is in the State Water Plan watershed 3G and is classified for WWF. There are no downstream public water supply intakes between the proposed discharge and the PA/DE border.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.8 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 1.24 2.48 3.10 Iron, Total 2.0 4.0 5.0 Manganese, Total 1.0 2.0 2.5 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report The proposed effluent limits for Outfall 002 are based on a design flow of 1.7 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 2.0 4.0 5.0 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report Turbidity Monitor and Report The proposed effluent limits for Outfall 002 are based on a design flow of 0.018 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 2.0 4.0 5.0 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report Turbidity Monitor and Report The proposed effluent limits for Outfall 003 and 004 for emergency discharges only are as follows.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Total Suspended Solids Monitor and Report Aluminum, Total Monitor and Report Iron, Total Monitor and Report Manganese, Total Monitor and Report pH (Standard Units) 6.0 9.0 The proposed effluent limits for Outfall 005 are based on a design flow of 2.15 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum Total Suspended Solids 30 60 75 Aluminum, Total 4.0 8.0 10.0 Iron, Total 2.0 4.0 5.0 Manganese, Total 1.0 2.0 2.5 pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 1.2 Chlorodibromomethane Monitor and Report Chloroform Monitor and Report Dichlorobromomethane Monitor and Report The proposed effluent limits for Outfall 013 are based on a design flow of 0.003 mgd.
Concentration (mg/l) Instantaneous Average Maximum Instantaneous Parameter Minimum Monthly Daily Maximum pH (Standard Units) 6.0 9.0 Total Residual Chlorine 0.5 1.0 PA0038296, IW, SIC 5171, Sunoco Partners Marketing and Terminals, L. P., 1801 Market Street 3/10 PC, Philadelphia, PA 19103-1699. This facility is in Upper Moreland Township, Montgomery County.
Description of Proposed Activity: Stormwater runoff from petroleum marketing terminal for storage and distribution of petroleum product.
The receiving stream, unnamed tributary to Pennypack Creek, is in the State Water Plan watershed 3J and is classified for TSF and MF.
The proposed effluent limits for Outfall 001 are based on a design flow of average storm event.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (mg/l) Total Recoverable Monitor and Report Petroleum Hydrocarbons The proposed effluent limits for Outfall 001 only during hydrostatic testwater discharges, are as follows:
Parameters Instantaneous Maximum (mg/l) Flow (GPM) Monitor and Report Duration (Hours) Monitor and Report Dissolved Oxygen minimum of 5.0 mg/l Total Suspended Solids 60 Oil and Grease 30 Iron 7.0 Benzene* 0.0025 BETX* 0.25 Ethylbenzene* Monitor and Report Toluene* Monitor and Report Xylene (Total)* Monitor and Report Total Residual Chlorine** 0.5 mg/l pH (STD Units) between 6 to 9 STD units at all times *Not applicable to new pipelines and/or tanks.
**Applicable only if chlorinated water is used as the source of testwater.
In addition to the effluent limits, the permit contains the following major special conditions: product contaminated stormwater runoff; additional monitoring report requirement; PPC plan requirement; other wastewater discharges associated with the facility; and hydrostatic test water discharge requirements.
PA0055344, SEW, SIC 4952, Upper Makefield Township, 1076 Eagle Road, Newtown, PA 18940. This proposed facility is in Upper Makefield Township, Bucks County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge 400 gpd of treated sewage into unnamed tributary to Jericho Creek.
The receiving stream, unnamed tributary to Jericho Creek, is in the State Water Plan watershed 2E and is classified for WWF. The nearest downstream public water supply intake for the Keystone Water Company is on the Delaware River, 8.2 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd.
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 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 Report Fecal Coliform 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA0011428, IW, SIC 5171, Amerada Hess Corporation, One Hess Plaza, Woodbridge, NJ 07095-0961. This proposed facility is in the City of Philadelphia, Philadelphia County.
Description of Proposed Activity: Bulk storage and distribution of petroleum products.
The receiving stream, Schuylkill River, is in the State Water Plan watershed 3F and is classified for WWF and MF.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.008 MGD.
Parameters Instantaneous Maximum (mg/l) Total Recoverable Petroleum Hydrocarbon Monitor and Report Benzene Monitor and Report Methyl Tert Butyl Ether Monitor and Report The proposed effluent limit for Outfall 001 during hydrostatic test water discharges are as follows:
Parameters Instantaneous Maximum (mg/l) Flow Monitor and Report Duration Monitor and Report Dissolved Oxygen minimum of 5.0 Total Suspended Solids 60 Oil and Grease 30 Iron 7.0 Benzene* 0.0025 BETX* 0.25 Ethylbenzene Monitor and Report Toluene* Monitor and Report Xylenes (Total)* Monitor and Report Total Residual Chlorine 0.5 pH (STD units) 6 to 9 *These parameters are applicable for existing tanks and/or pipelines.
In addition to the effluent limits, the permit contains the following major special conditions: remedial measures if public nuisance; applicable BAT/BCT; product contaminated runoff; groundwater monitoring requirement; and hydrostatic test water discharge requirements.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA0083542, Industrial Waste, SIC Codes 7629, 3625, 5065 and 3825, Flight Systems, Inc., Hempt Road Facility, 505 Fishing Creek Road, Lewisberry, PA 17339-9517. This facility is in Silver Spring Township, Cumberland County.
Description of activity: Renewal of an NPDES permit for a existing discharge of treated industrial waste.
The receiving stream, a drainage swale to Hogestown Run, is in Watershed 7-B and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for the Pennsylvania American Water Company is on the Conodoguinet Creek, approximately 4 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.00054 MGD are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum Trichloroethylene 0.0005 0.010 0.0125 In addition to the effluent limits, the permit contains the following major special condition: the cleanup operation shall continue until the Department has approved the Final Report demonstrating the attainment of an Act 2 standard for groundwater.
Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
PA0087921, Sewage, Berwick Township, 85 Municipal Road, Hanover, PA 17331-8992. This facility is in Berwick Township, Adams County.
Description of activity: Renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving waters, UNT of Pine Run, is in Watershed 7-F and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for the Wrightsville Water Supply Co. is on the Susquehanna River, approximately 59 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on an annual average flow rate of 0.3 MGD are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 10 15 XXX 20 Total Suspended Solids 10 15 XXX 20 Total Phosphorus 2.0 XXX XXX 4.0 NH3-N (5-1 to 10-31) 1.5 XXX XXX 3.0 (11-1 to 4-30) 3.3 XXX XXX 6.6 Total Copper XXX XXX Monitor and Report XXX 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) 24,000/100 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 in effect.
PA0033995, SIC Code 4952, Sewage, County of Berks (County STP), Sixth and Court Streets, 14th Floor, Reading, PA 19601. This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Plum Creek in Watershed 3-C (Tulpehocken Creek) in Bern Township, Berks 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 the Pottstown Borough on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 0.30 MGD are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 NH3-N (5-1 to 10-31) 5.5 11 (11-1 to 4-30) 16.5 33 Total Residual Chlorine 0.36 1.2 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) 18,000/100 ml as a geometric average The proposed final effluent limits for Outfall 001 for a design flow of 0.50 MGD are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 NH3-N (5-1 to 10-31) 5.5 11 (11-1 to 4-30) 16.5 33 Total Residual Chlorine 0.36 1.2 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) 10,000/100 ml as a geometric average Individuals may make an appointment to review the Department files on this case by calling Mary DiSanto, File Review Coordinator, (717) 705-4732.
The EPA waiver is in effect.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0027928, Industrial Waste, SIC 5171, Gulf Oil Limited Partnership, 400 Grand Avenue, Pittsburgh, PA 15225. This application is for renewal of an NPDES permit to discharge treated process water, stormwater and untreated hydrostatic test water from the Neville Island Plant in Neville Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Ohio River (Back Channel), 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 is the Robinson Township Authority.
Outfall 001: existing discharge, design flow of variable* mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Total Recoverable Hydrocarbons Monitor and Report Suspended Solids 30 60 Oil and Grease 15 30 *Flow is dependent on rain event.
Other Conditions: Applicable petroleum marketing terminal standard conditions.
The EPA waiver is in effect.
PA0028029, Industrial Waste, SIC, 5171, Gulf Oil Limited Partnership, 90 Everett Avenue, Chelsey, MA 02150-2337. This application is for renewal of an NPDES permit to discharge treated stormwater from Delmont in Salem Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary to Turtle Creek, classified as a TSF 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 at Monongahela River-Becks, approximately 12 miles below the discharge point.
Outfall 101: existing discharge, design flow of varied mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Total Suspended Solids 30 60 Oil and Grease 15 30 Total Petroleum Monitor and Report Hydrocarbons pH not less than 6.0 nor greater than 9.0 Outfall 201: existing discharge, design flow of varied MGD
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report Total Suspended Solids 30 60 Oil and Grease 15 30 Benzene 0.001 0.0025 Total Betx 0.100 0.250 Ethylbenzene Monitor and Report Toluene Monitor and Report Total Xylenes Monitor and Report Dissolved Iron 7.0 MITBE Monitor and Report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0021628, Sewage, Salisbury Borough, P. O. Box 343, 171 Smith Avenue, Salisbury, PA 15558. This application is for renewal and amendment of an NPDES permit to discharge treated sewage from the Salisbury Sewage Treatment Plant in Salisbury Borough, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Casselman River, 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 Ohiopyle Borough Municipal Water Works on the Youghiogheny River.
Outfall 001: existing discharge, design flow of 0.1 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) 20,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: The following effluent limitations will apply when the treatment plant is expanded to a flow of 0.2 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) 10,000/100 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.
PA0030651, Sewage, Canon-McMillan School District, One North Jefferson Avenue, Canonsburg, PA 15317. This application is for renewal of an NPDES permit to discharge treated sewage from the Wylandville Elementary School Sewage Treatment Plant in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Little Chartiers Creek, which are classified as a HQ 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 Municipal Authority on the Ohio River.
Outfall 001: existing discharge, design flow of 0.0088 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) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 0.5 1.1 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.
PA0030694, Sewage, Girl Scouts of Southwestern Pa., 606 Liberty Avenue, Pittsburgh, PA 15222. This application is for renewal of an NPDES permit to discharge treated sewage from the Camp Henry Kaufmann Sewage Treatment Plant in Fairfield Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Snyders 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 Saltsburg Water Works on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.0216 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) 12.5 25.0 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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0046116, Sewage, Pressley Ridge School, 305 Pressley Ridge Road, Ohiopyle, PA 15470. This application is for renewal of an NPDES permit to discharge treated sewage from the Wilderness School for Boys STP in Henry Clay Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Beaver Creek, which are classified as a HQ 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 North Fayette Municipal Authority.
Outfall 001: existing discharge, design flow of 0.0045 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 25 50 Ammonia Nitrogen (5-1 to 10-31) 1.5 3.0 (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 1.1 2.7 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.
PA0092894, Sewage, Consol Pennsylvania Coal Company, P. O. Box 355, Eighty Four, PA 15330. This application is for renewal of an NPDES permit to discharge treated sewage from Bailey Mine-Main Portal Sewage Treatment Plant in Richhill Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Enlow Fork, 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 City of Sisterville Water Company on the Ohio River.
Outfall 004: existing discharge, design flow of 0.05 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 4.0 8.0 (11-1 to 4-30) 12.0 24.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 4,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0239496, Sewage, Forest Area School District, 210 Vine Street, Tionesta, PA 16353-9707. This proposed facility is in Hickory Township, Forest County.
Description of Proposed Activity: New treated sewage discharge from an existing elementary and high school.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River, approximately 67 miles below point of discharge.
The receiving stream, the Allegheny River, is in watershed 16-F and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.012 MGD.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 10 20 Total Suspended Solids 10 20 Fecal Coliform 200/100ml as a geometric average Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
PA0021598, Sewage, Conneaut Lake Joint Municipal Authority, First Street Extension, Conneaut Lake, PA 16316. This proposed facility is in Sadsbury Township, Crawford County.
Description of Proposed Activity: Renewal 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 considered during the evaluation is the Emlenton Water Company on the Allegheny River at Emlenton, approximately 50 miles below point of discharge.
The receiving stream, the Conneaut Outlet, is in watershed 16-D and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.175 MGD.
Loadings Concentrations Average Average Average Average Instantaneous Parameter Monthly
(lb/day)Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow CBOD5 (5-1 to 10-31) 147 220 15 22.5 30 (11-1 to 4-30) 245 392 25 40 50 Total Suspended Solids 294 441 30 45 60 NH3-N (5-1 to 10-31) 41 4.2 8.4 (11-1 to 4-30) 122 12.5 25 Total Residual Chlorine .04 .13 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric average (10-1 to 4-30) 6,000/100ml as a geometric average Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0 to 9.0 standard units at all times The EPA waiver is not in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
