NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 4548]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 all new permit applications, renewal application with major changes or applications for permits not waived by EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. 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 this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted before the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. The 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. A public hearing may be held if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated before the application.
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, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0056677 Caroline and Steven Marci
6768 Point Pleasant Pike
New Hope, PA 18938
Bucks County
Plumstead Township
UNT to Geddes Run Renewal
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0080616 Rife Road Associates
20 Erford Rd.
Suite 215
Lemoyne, PA 17043
Adams County
Reading Township
Conewago Creek/7F
DEP--SCRO
909 Elmerton Ave.
Harrisburg, PA 17110
(717) 705-4707
PA0044598 Susquehanna Regional
Airport Authority
208 Airport Drive
Middletown, PA 17057
Dauphin County
Lower Swatara
Township
Post Run/7C DEP--SCRO
909 Elmerton Ave.
Harrisburg, PA 17110
(717) 705-4707PA0084581 New Holland
Borough Authority
436 East Main Street
New Holland, PA 17557
Lancaster County
East Earl Township
UNT Mill Creek/7J DEP--SCRO
909 Elmerton Ave
Harrisburg, PA 17110
(717) 705-4707
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0114898
Sewerage Public
Madison Township
Municipal Authority
P. O. Box 620
Millville, PA 17846
Columbia
Madison Township
Mud Creek
10D
Y PA0114561 Herrick Township
R. R. 3 Box 156
Wyalusing, PA 18853-9558
Herrick Township
Bradford County
Cold Creek
4-D
Yes
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0034045, Sewage. Greene Township, 9333 Tate Road, Erie, PA 16509-6049.
This proposed facility is located in Greene Township, Erie County.
Description of Proposed Activity: Treatment of sanitary waste from Horseshoe Subdivision.
The receiving stream, unnamed tributary to Four Mile Creek, is in watershed 15 (Lake Erie) and classified for: WWF; MF.
The proposed effluent limits for Outfall 001 based on a design flow of 0.012 MGD:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 5.5 11 (11-1 to 4-30) 16.5 33 Dissolved Oxygen minimum of 3.0 mg/l at all times Phosphorus as ''P'' 1.0 Total Residual Chlorine 0.5 1.17 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 33,000/100 ml as a geometric average pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0036056, Sewage. Heritage Hills Mobile Home Estates, 100 Beechwood Boulevard, Pulaski, PA 16143.
This facility is located in Pulaski Township, Lawrence County.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply (stream and Public Water Supplier) considered during the evaluation is the PA American Water Company intake on the Shenango River located at New Castle approximately 10 miles below point of discharge.
Description of Proposed Activity: renewal of sewage discharge.
The receiving stream, unnamed tributary to Shenango River, is in watershed 20A and classified for: warm water fishes, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0375 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Dissolved Oxygen minimum of 5 mg/l at all times Total Residual Chlorine 0.2 0.5 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Pa. Code Waived Permit Applications.
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0050431, Industrial Waste, Concord Beverage L.P., Conchester Road and Alden Avenue, Concordville, PA 19331-0626
This application is for renewal of an NPDES permit to discharge treated process wastewater from Concord Beverage Company, in Concordville Township, Delaware County. This is an existing discharge to unnamed tributary to West Branch Chester Creek.
The receiving stream is classified for the following uses: warm water fishery, cold water fishery, trout stocking fishery, high quality trout stocking fishery, high quality warm water fishery, high quality cold water fishery, exceptional value waters, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall monitoring point 101 (before plant expansion), based on an average flow of 24,000 gpd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 50 63 Total Suspended Solids 30 60 75 NH3-N (5-1 to 10-3) 2.0 4.0 5.0 (11-1 to 4-30) 6.0 12.0 15.0 Dissolved Oxygen Minimum of 5.0 MG/L at all times pH Within limits of 6.0--9.0 Standard Units at all times Dissolved Oxygen Minimum of 5.0 mg/l at all times
The proposed effluent limits for monitoring Point MP101 (after plant expansion), based on an average flow of 70,000 GPD are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 50 63 Total Suspended Solids 30 60 75 NH3-N (5-1 to 10-31) 2.0 4.0 5.0 (11-1 to 4-30) 6.0 12.0 15.0 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 proposed effluent limits for Outfall 001, from IWTP and rinsewater.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Dissolved Solids 1,000 2,000 2,500 Oil & Grease 15 30 Temperature 87°F pH Within limits of 6.0--9.0 Standard Units at all times Other Conditions:
The EPA Waiver is in effect.
Thermal Requirements.
No. PA0020460, Sewage, Pennridge Wastewater Treatment Authority, 180 Maple Avenue, P. O. Box 31, Sellersville, PA 18960-0031.
This application is for renewal of an NPDES permit to discharge treated sewage from a sewage treatment plant in West Rockhill Township, Bucks County. This is an existing discharge.
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 4.0 million gallons per day from issuance through completion of plant expansion are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 10.0 20.0 Phosphorus (as P) (4-1 to 10-31) 2.0 3.0 4.0 Total Residual
Chlorine
0.5 1.6 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times Chlorodibromomethane 0.0024 0.006 Dichlorobromomethane 0.0033 0.0082 Chromium, Hexavalent Monitor Monitor Cadmium, Total Monitor Monitor Cyanide, Free 0.014 0.035 Copper, Total Monitor Monitor Mercury, Total 0.00013 0.00033 Silver, Total Monitor Monitor Zinc, Total Monitor Monitor The proposed effluent limits for Outfall 001, based on an average flow of 4.325 million gallon per day from completion of plant expansion through expiration are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus (as P) (4-1 to 10-31) 2.0 3.0 4.0 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times Chlorodibromomethane 0.0022 0.0055 Dichlorobromomethane 0.0031 0.0077 Chromium, Hexavalent Monitor Monitor Cadmium, Total Monitor Monitor Cyanide, Free 0.013 0.033 Copper, Total Monitor Monitor Mercury, Total 0.00013 0.00032 Silver, Total Monitor Monitor Zinc, Total Monitor Monitor The EPA Waiver is not in effect.
No. PA0025488, Sewage, Borough of Avondale, 110 Pomeroy Street, P. O. Box 247, Avondale, PA 19311.
This application is for renewal of an NPDES permit to discharge treated sewage from an existing Avondale Borough sewage treatment plant in Avondale Borough, Chester County. This is an existing discharge to unnamed tributary to East Branch White Clay Creek.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The following notice reflects changes to the notice published in the June 2, 2001 Pennsylvania Bulletin.
The proposed effluent limits for Outfall 001, based on an average flow of 0.3 mgd from issuance of the permit through plant expansion and upgrade are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Phosphorus (as P)
(from July 2002)
2.0 4.0 Total Residual
Chlorine
(from July 2002)
0.5 1.17 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times Phosphorus as P
until June 2002
Monitor Monitor Total Residual Chlorine
until June 2002
0.6 1.4 Daily Maximum
(mg/l)4,4'--DDD 0.000004 0.000008 0.00001 Copper, Total 0.034 0.068 0.085 The proposed effluent limits for Outfall 001, based on an average flow of 0.5 mgd from completion of plant expansion and upgrade through expiration are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 1.2 2.4 (11-1 to 4-30) 3.6 7.2 Phosphorus (as P) 2.0 4.0 Total Residual
Chlorine
0.4 0.8 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times Maximum
Daily (mg/l)4,4'--DDD 0.000003 0.000006 0.000007 Copper, Total 0.024 0.048 0.06 The EPA Waiver is not in effect.
Special Test Methods for certain pollutants.
No. PA0054780, Sewage, Stone Mill Estates, L.P., 3103 Philmont Ave., Huntingdon Valley, PA 19006.
This application is for renewal of an NPDES permit to discharge treated sewage from the Concord Mobile Home STP in Concord Township, Delaware County. This is a new discharge to Green 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 0.0635 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 6 12 (11-1 to 4-30) 18 36 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3.0 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA-0064131, Sewage, Sonny Singh, d/b/a Raceway Truckstop, P. O. Box 239, Harford, PA 18823.
This proposed facility is located in Tremont Township, Schuylkill County.
Description of Proposed Activity: Proposed new NPDES Permit for a treated sewage discharge.
The receiving stream, Swatara Creek, is in watershed #7D-Swatara Creek and is classified for: CWF
The proposed effluent limits for Outfall 001 based on a design flow of 0.015 MGD.
Average Average Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25.0 50.0 Total Suspended Solids 30.0 60.0 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 pH 6.0 to 9.0 standard units at all times. Total Residual Chlorine 1.2 2.8 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
PA# PAG123519, CAFO, M & M Farms, Monte Edgin, R. R. 1, Box 42, Shirleysburg, PA 17260.
This proposed facility is located in Cromwell Township, Adams County.
Description of Proposed Activity: (project description). Operation of a 2,200 head swine finishing operation, proposing to construct a second 2,200 head finishing operation on the same farm. This operation will have a total of 576.8 AEUs and a Concentration of 11.536 AEUs/Acre. Each barn will utilize 700,000 concrete manure storage structure under the facility.
The receiving stream, Old Womans Run Creek, is in the State Water Plan watershed 12C-Aughwick Creek and is classified for: CWF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a Pa. Code discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.
Application No. PA, Industrial Waste, SIC Code 2015, Pennfield Farms, Inc. (Pennfield Farm Poultry IWTF), P. O. Box 70, Fredericksburg, PA 17026.
This facility is located in Bethel Township, Lebanon County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Deep Run, is in Watershed 7-D and classified for warm water fishery, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on Swatara Creek, approximately 28 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 0.60 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Residual Chlorine XXX XXX <0.1 XXX 0.2 Dissolved Oxygen Monitor
& Report
Monitor
& Report
Minimum of 5.0 at all times CBOD5 Monitor
& Report
Monitor
& Report
20 40 50 Total Suspended Solids Monitor
& Report
Monitor
& Report
25 50 75 NH3-N (5-1 to 10-31) 7.5 15 1.5 3.0 3.5 (11-1 to 4-30) 22.5 45 4.5 9.0 10.5 Total Phosphorus 10 20 2.0 4.0 5.0 Fecal Coliform
(5-1 to 9-30)
XXX XXX 200 XXX XXX (10-1 to 4-30)
XXX XXX 2,200 XXX XXX Total Nitrogen Monitor
& Report
XXX Monitor
& Report
XXX XXX In addition to the effluent limits, the permit contains the following major special conditions:
* Stormwater outfall requirements
* Chemical additive requirements
Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0080705, Sewage, Fredericksburg Sewer and Water Authority, 2529 Route 22, P. O. Box 161, Fredericksburg, PA 17026.
This facility is located in Bethel Township, Lebanon County.
Description of activity: The application is for renewal of an NPDES permit for an existing and proposed expanded discharge of treated sewage.
The receiving stream, Deep Run, is in Watershed 7-D and classified for warm water fishery, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on Swatara Creek, approximately 28 miles downstream. The discharge is not expected to affect the water supply.
Interim
The proposed effluent limits for Outfall 001 for a design flow of 015 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) 1.5 XXX 3.0 (11-1 to 4-30) 4.5 XXX 9.0 Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine <0.1 XXX <0.2 Total Nitrogen Monitor & Report XXX 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) 2,200/100 ml as a geometric average Final
The proposed effluent limits for Outfall 001 for a design flow of 025 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) 1.5 XXX 3.0 (11-1 to 4-30) 4.5 XXX 9.0 Total Phosphorus 2.0 XXX 4.0 Total Residual Chlorine 0.18 XXX 0.58 Total Nitrogen Monitor & Report XXX 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) 2,200/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special condition:
* Schedule of facility expansion
Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0080829, Industrial Waste, Keystone Protein Company, Chestnut Hill Road, P. O. Box 37, Fredericksburg, PA 17026.
This facility is located in Bethel Township, Lebanon County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, an unnamed tributary of Beach Run, is in Watershed 7-D and classified for warm water fishery, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on Swatara Creek, approximately 28 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 0.25 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor
& Report
Monitor
& Report
XXX XXX XXX pH XXX XXX XXX XXX XXX Dissolved Oxygen XXX XXX Minimum of 5.0 mg/l at all times Total
Residual Chlorine
XXX XXX <0.1 XXX 0.2 Total
Suspended Solids
46.7 93.4 Monitor
& Report
Monitor
& Report
55 CBOD5 38.2 76.4 Monitor
& Report
Monitor
& Report
45 NH3-N (5-1 to 10-31) 3.1 6.2 1.5 3.0 3.75 (11-1 to 4-30) 9.3 18.7 4.5 9.0 11.25 Total Phosphorus 4.1 8.3 2.0 4.0 5.0 Oil and Grease 21.2 42.4 10 20 25 Fecal Coliform (5-1 to 9-30) XXX XXX 200 XXX XXX (10-1 to 4-30) XXX XXX 400 XXX XXX Total Nitrogen Monitor
& Report
XXX Monitor
& Report
XXX XXX In addition to the effluent limits, the permit contains the following major special conditions:
* Chemical Additive Language
* Storm Water Outfall Requirements
Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, 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.PA0000515, Sewage, James Haber, 5745 Ellsworth Avenue, Pittsburgh, PA 15232.
This application is for Renewal of an NPDES permit to discharge treated sewage from Allison Park Industrial Park STP in Hampton Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Pine 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: Millvale Municipal Water Works.
Outfall 005: existing discharge, design flow of 0.00075 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.
PA0027219, Sewage, Greater Uniontown Joint Sewage Plant Authority, 90 Romeo Lane, Uniontown, PA 15401.
This application is for renewal of an NPDES permit to discharge treated sewage from the Uniontown STP in North Union Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Redstone 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: Washington Township Municipal Authority.
Outfall 001: existing discharge, design flow of 4 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.5 3.8 5.0 (11-1 to 4-30) 7.5 11.3 15.0 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 3.3 Dissolved Oxygen not less than 5 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions: The following effluent limitations will apply if/when the plant is expanded to a flow of 8 mgd Outfall 001: proposed expanded discharge, design flow of 8 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.3 3.5 4.6 (11-1 to 4-30) 5.2 7.8 10.4 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 mg/l 3.3 mg/l Dissolved Oxygen not less than 5 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0204340, Sewage, Anna H. and Ray E. Newhouse, R. D. 1, Box 407, New Alexandria, PA 15670.
This application is for renewal of an NPDES permit to discharge treated sewage from New Alexandria Mobile Home Park STP in Derry Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Loyalhanna 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: Buffalo Township Municipal Authority, Freeport Plant, on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.00589 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) 100,000/100 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.
PA0218880, Sewage, HIS Enterprises, 930 Merwin Road, New Kensington, PA 15068.
This application is for issuance of an NPDES permit to discharge treated sewage from the Morrow Mobile Home Park Sewage Treatment Plant in Upper Burrell Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Pucketa 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: Oakmont Borough Municipal Authority.
Outfall 001: new discharge, design flow of 0.012 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) 4.5 9.0 (11-1 to 4-30) 13.5 27.0 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 0.3 0.8 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.
PA0218901, Sewage, Totteridge Limited Partnership, R. R. 4, Box 121, Greensburg, PA 15601.
This application is for issuance of an NPDES permit to discharge treated sewage from Totteridge Sewage Treatment Plant in Salem Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Crabtree 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: Buffalo Township Municipal Authority Freeport.
Outfall 001: new discharge, design flow of 0.04 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) 3,000/100 ml as a geometric mean
Total Residual Chlorine 0.15 0.3 Dissolved Oxygen not less than 4 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.PA0025569, Sewage. Slippery Rock Municipal Authority, 114 Cresteview Drive, Slippery Rock, PA 16057.
This proposed facility is located in Slippery Rock Township, Butler County.
Description of proposed existing discharge, is in watershed 20-C and classified for: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Camp Allegheny intake on Slippery Rock Creek located in Wayne Township, Lawrence County, approximately 17 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 250 400 25 40 50 Total Suspended Solids 300 450 30 45 60 Ammonia-Nitrogen (5-1 to 10-31) 120 12 24 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average. (10-1 to 4-30) 21,800/100 as a geometric average Total Residual Chlorine 0.5 1.6 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 002 are based on a design flow of 1.2 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum CBOD5 25 50 Total Suspended Solids 30 60 Ammonia-Nitrogen (5-1 to 10-31) 2.1 4.2 (5-1 to 10-31) 6.3 12.6 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average. (10-1 to 4-30) 2,000/100 as a geometric average Total Residual Chlorine 0.01 0.025 Free Cyanide 0.005 0.013 Phenolics 0.02 0.05 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and report. The EPA Waiver is not in effect.
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