[26 Pa.B. 1399]
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Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0054917. Sewage, Uwchlan Township, P. O. Box 255, Lionville, PA 19353.
This application is for revocation and reissuance of an NPDES permit to discharge treated sewage from the Uwchlan Township STP in Uwchlan Township, Chester County. This is an existing discharge to Shamona Creek.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports, high quality waters and esthetics.
The proposed effluent limits for Outfall 001, based on an initial average flow of 50,000 gpd, an interim flow of 150,000 gpd and an ultimate flow of 475,000 gpd are as follows:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 (5-1 to 10-31) 7.0 10.5 14.0 (11-1 to 4-30) 14.0 21.0 28.0 Suspended Solids 20.0 30.0 40.0 Ammonia (as N) (5-1 to 10-31) 1.0 2.0 (11-1 to 4-30) 3.0 6.0 Phosphorus (as P) 1.0 2.0 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 6.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times Total Residual Chlorine (0.05 mgd) (years 1 and 2) 0.7 1.4 (years 3, 4 and 5) 0.16 0.5 Total Residual Chlorine (0.15 mgd) 0.06 0.2 Total Residual Chlorine (0.475 mgd) 0.03 0.08
PA 0050431. Industrial waste, Concord Beverage Company, Conchester Road and Aldan Avenue, Concordville, PA 19331.
This application is for renewal of an NPDES permit to discharge treated process wastewater from a wastewater treatment facility in Concord Township, Delaware County. This is an existing discharge to an unnamed tributary to West Branch Chester Creek.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Monitoring Point 101 before IWTP expansion, based on an average flow of 24,000 gpd are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 63 Suspended Solids 30 60 75 Dissolved Oxygen minimum of 5.0 mg/l at all times NH3-N (5-1 to 10-31) 2.0 4.0 5.0 (11-1 to 4-30) 6.0 12 15 The proposed effluent limits for Monitoring Point 101 after treatment plant expansion based on an average flow of 70,000 gpd are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 63 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 15 Dissolved Oxygen minimum of 5.0 mg/l at all times The proposed effluent limits for Outfall 001 from the IWTP and rinsewater are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Oil and Grease 15 30 Temperature 87°F 110°F pH within the limits of 6--9 standard units at all times Total Dissolved Solids 1,000 2,000 2,500 The proposed effluent limits for Outfall 002 consisting of stormwater are as follows:
Parameter Average
AnnualCBOD5 report COD report Oil and Grease report pH report Total Suspended Solids report Total Kjedahl Nitrogen report Total Phosphorus report Iron (Dissolved) report Other Conditions:
Thermal Requirements.
The EPA waiver is in effect.
PA 0011363. Amendment No. 2, Industrial waste, NGK Metals Corporation, Tuckertown Road, P. O. Box 13367, Reading, PA 19612-3367.
This application is for amendment of an NPDES permit to discharge treated process wastewater from NGK Metals Corporation in Muhlenberg Township, Berks County. This is an existing discharge to Laurel Run.
This draft permit amendment provides notice of a site-specific criteria modification. Based on the results of a Water Effect Ratio Study and a hardness of 100 mg/l as CaCO3, the Department proposes the site specific chronic and acute life criteria for total recoverable copper of 0.043 mg/l and 0.064 mg/l, respectively.
The proposed revised effluent limits for total recoverable copper for the period from issuance of the permit amendment to expiration based on an average flow of 0.123 mgd are as follows:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Total Copper 0.31 0.62 0.78
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0209783. Sewage, Jerry Novosel, 41 Gearhart Road, Pulaski, PA 16143.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary to Buchanan Run in Shenango Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Shenango River and is used by the Pennsylvania-American Water New Castle District which is 12 miles below the discharge.
The proposed discharge limits, based on a design flow of 0.000350 mgd are:
Outfall No. 001
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliforms (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 Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0209902. Sewage, James A. and Jeanette B. Pavlicek, R. D. 2, Box 242-A, Cochranton, PA 16314.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary to the Sandy Creek in Greenwood Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Allegheny River and is used by the Emlenton Water Company which is 42 miles below the discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000450 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (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 Total Residual Chlorine monitor and report when used Intensity monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0103926. Industrial waste, SIC: 3674. Component InterTechnologies, Inc., 2426 Perry Highway, Hadley, PA 16130-8815.
This application is for a redraft for a new NPDES permit, to discharge treated sewage, treated industrial waste, noncontact cooling water and stormwater to an unnamed tributary to Little Shenango River in Perry Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: trout stocking 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 Shenango River and Greenville Water Company located at Greenville, approximately 18.4 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of .06005 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 101 based on a design flow of .036 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report TCE .047 .094 .12 1,1,1 TCA 1.5 3.0 3.8 1,1 DCE .26 .52 .65 1,1 DCA monitor and report monitor and report monitor and report 1,2 DCE 1.7 3.4 4.3 1,2 DCA 1.703 3.4 4.3 The proposed discharge limits for Outfall No. 001 based on a design flow of .00215 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine (Interim) monitor and report monitor and report Total Residual Chlorine (Final) .5 1.2 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 50,600/100 ml as a geometric average pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 301 based on a design flow of .001 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow monitor and report Copper (Final) .61 1.2 1.5 Lead (Final) .17 .34 .43 Total Suspended Solids 31 60 78 Oil and Grease 15 30 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0103209. Amendment No. 1. Sewage, Wattsburg Area School District, P. O. Box 219, Wattsburg, PA 16442.
This application is for Amendment No. 1 to an existing NPDES permit to discharge treated sanitary sewage from a middle school, a high school and a proposed elementary school to an unnamed tributary to LeBoeuf Creek in Greene Township, Erie County. This is an existing discharge.
The receiving water is classified for trout stocking fishery, 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 Borough Cambridge Springs, located on French Creek in the Borough of Cambridge Springs, Crawford County, which is approximately 39 miles downstream from the point of discharge.
The proposed interim effluent limits for Outfall 001 based on average design flow of 0.021 mgd and the proposed final effluent limits based on average design flow of 0.0296 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.5 5 (11-1 to 4-30) 7.5 15 Fecal Coliforms (5-1 to 9-30) 200 MPN/100 ml as a geometric average (10-1 to 4-30) 4,300 MPN/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times Total Residual Chlorine (interim) monitor and report (final) 0.21 1.2 pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0104442. Sewage. Breakneck Creek Regional Authority, 1166 Mars-Evans City Road, Mars, PA 16046.
This application is a renewal of a Part I NPDES permit to discharge treated sewage to Breakneck Creek in Adams Township, Butler County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Zelienople Municipal Waterworks on Connoquenessing Creek located at Zelienople, approximately 10 miles below point of discharge.
The proposed effluent limits for Outfall no. 001 (after chlorination) based on a design flow of 2.0 mgd are:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Total Suspended Solids 30 45 60 Phosphorus as P (4-1 to 10-31) 2 4 Ammonia-Nitrogen (5-1 to 10-31) 1.5 3 (11-1 to 4-30) 4.5 9 Fecal Coliforms (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 Total Residual Chlorine (Interim Limits) monitor and report (Final Limits) 0.03 0.1 Nitrate-Nitrite monitor and report Dissolved Oxygen minimum of 5.0 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is not in effect.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0050351. Sewage, Avonwheel Mobile Home Park, 310 North High Street, West Chester, PA 19380.
This application is for renewal of an NPDES permit to discharge treated sewage from Avonwheel Estates sewage treatment plant in London Grove Township, Chester County. This is a new discharge to an unnamed tributary to East Branch White Clay Creek.
The receiving stream is classified for cold water fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001 based on an average flow of 0.017 mgd are as follows:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Total Residual Chlorine 0.5 1.6 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
The following parties have applied for an NPDES permit to discharge stormwater from a proposed construction activity into the surface waters of the Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection proposes to issue a permit to discharge, subject to certain limitations set forth in the permit and special conditions. These proposed determinations are tentative. Limitations are provided in the permit as erosion and sedimentation control measures and facilities which restrict the rate and quantity of sediment discharged.
Where indicated, the EPA, Region III, Regional 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 Regional Office or County Conservation District Office indicated as the responsible office, within 30 days from the date of this public notice. A copy of the written comments should be sent to the County Conservation District Office. Comments reviewed within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the Regional Office of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the Regional Office considers the public response significant.
Following the 30-day comment period, the Water Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealable to the Environmental Hearing Board.
The application and related documents, including the erosion and sedimentation control plan for the construction activity, are on file and may be inspected at the County Conservation District Office or the Department Regional Office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings should contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (800) 654-5984.
Southwest Regional Office: Regional Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222, telephone (412) 442-4028.
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6942.
Southeast Regional Office: Regional Water Management Program Manager, Lee Park, Ste. 6010, 555 North Lane, Conshohocken, PA 19428-2233, telephone (610) 832-6131.
Northeast Regional Office: Regional Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, telephone (717) 825-2511.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.
Allegheny County Conservation District, District Manager, 875 Greentree Road, Pittsburgh, PA 15220, telephone (412) 921-1999.
NPDES Permit PAS10A057-1. Stormwater. Abele Associates IV, 2559 Washington Road, Pittsburgh, PA 15241 has applied to discharge stormwater from a construction activity located in South Fayette Township, Allegheny County, to Millers Run.
NPDES Permit PAS10A082. Stormwater. Abele Associates IV, 2559 Washington Road, Pittsburgh, PA 15241 has applied to discharge stormwater from a construction activity located in South Fayette Township, Allegheny County, to Millers Run.
NPDES Permit PAS10A060-2. Stormwater. Port Authority of Allegheny County, 2235 Beaver Avenue, Pittsburgh, PA 15223 has applied to discharge stormwater from a construction activity located in the City of Pittsburgh, Crafton, Ingram and Rosslyn Farms Borough, Allegheny County, to Chartiers Creek.
NPDES Permit PAS10A086. Stormwater. Southersby Development Corporation, 15 McMichael Road, Carnegie, PA 15106 has applied to discharge stormwater from a construction activity located in Bell Acres Borough, Allegheny County, to Big and Little Sewickley Creeks.
Beaver County Conservation District, District Manager, 1000 3rd Street, Beaver, PA 15009, telephone (412) 774-7090.
NPDES Permit PAS100234. Stormwater. JDN Development Company, 3340 Peachtree Road, 1530 Tower Place, Atlanta, GA 30326 has applied to discharge stormwater from a construction activity located in Center Township, Beaver County, to the Ohio River.
Chester County Conservation District, District Manager, 601 Westtown Road, West Chester, PA 19382, telephone (610) 696-5126.
NPDES Permit PAS10G198. Stormwater. University of Pennsylvania, 382 W. Street Road, Kennett Square, PA 19348 has applied to discharge stormwater from a construction activity located in Marlboro Township, Chester County, to Red and White Clay Creeks.
Cumberland County Conservation District, District Manager, 43 Brookwood Avenue, Carlisle, PA 17013, telephone (717) 249-8632.
NPDES Permit PAS10H053. Stormwater. Forgedale Associates, 643 Forge Road, Carlisle, PA 17013 has applied to discharge stormwater from a construction activity located in South Middleton Township, Cumberland County, to Letort Spring Run.
NPDES Permit PAS10H054. Stormwater. North Middleton Township Supervisors, 211 N. Middleton Road, Carlisle, PA 17013 has applied to discharge stormwater from a construction activity located in North Middleton Township, Cumberland County, to Conodoguinet Creek.
Elk County Conservation District, District Manager, P. O. Box 448, Ridgeway, PA 15853, telephone (814) 776-5373.
NPDES Permit PAS102506. Stormwater. Milton and Mary Ellen Badeau, P. O. Box 231, Kersey, PA 15846 has applied to discharge stormwater from a construction activity located in Fox Township, Elk County, to Byrnes Run.
NPDES Permit PAS102507. Stormwater. National Fuel Gas, P. O. Box 2081, Erie, PA 16512 has applied to discharge stormwater from a construction activity located in Highland Township, Elk County, to Maple Run.
Northampton County Conservation District, District Manager, R. R. 4, Greystone Building, Nazareth, PA 18064, telephone (610) 746-1971.
NPDES Permit PAS10U050. Stormwater. Triple Net Investments LP, 171 Route 173, Asbury, NJ 08802 has applied to discharge stormwater from a construction activity located in Hanover Township, Northampton County, to Monocacy Creek.
Industrial waste and sewage applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001).
Southcentral Regional Office: Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.
A. 0696403. Sewage, Municipal Authority of the Township of Spring/Berks County, 2800 Shillington Road, Sinking Spring, PA 19608 in Spring Township, Berks County to construct the sanitary sewer interceptor from the Borough of Sinking Spring Sewage Treatment Plant to the Spring Township Sewage Treatment Plant was received in the Southcentral Region on March 1, 1996.
A. 0674405(96-1). Sewage, Amendment, Union Township Municipal Authority, 177 Center Road, Douglassville, PA 19518 in Union Township, Berks County to replace two old and inefficient sanitary sewer pumps in existing pump station with two new pumps of higher capacity to prevent overflow of sewerage from high inflow/infiltration during extreme precipitation was received in the Southcentral Region on March 4, 1996.
Southeast Regional Office: Regional Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428-2233, telephone (610) 832-6130.
0996403. Sewerage. Michael G. Nekoranik (1330 Maple Road, Kintnersville, PA 18930). Construction of a sewage treatment plant to serve the Nekoranik residence located in Springfield Township, Bucks County.
0996404. Sewerage. Florence Coleman (168 Cheese Factory Road, Doylestown, PA 18901). Upgrade and expansion of wastewater treatment plant to serve the Coleman property located in Plumstead Township, Bucks County.
1596402. Sewerage. West Brandywine Township Municipal Authority (199 Lafayette Road, Coatesville, PA 19320). Construction of a sanitary sewer extension and pump station to serve West Brandywine Township Municipal Authority located in West Brandywine Township, Chester County.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, telephone (412) 442-4000.
A. 0496402. Sewerage, Center Township Sewer Authority, 224 Center Grange Road, Aliquippa, PA 15001. Application for the construction of a relief sewer for the Elkhorn Run Interceptor to relieve surcharging conditions upstream along East Shaffer Road to serve the East Shaffer Road Relief Sewer located in the Township of Center, Beaver County.
A. 3096401. Sewerage, PA Department of Corrections, P. O. Box 598, Camp Hill, PA 17011. Application for the construction of a sewage treatment plant to serve the Waynesburg State Correctional Institution Interim Sewage Treatment Facility located in the Township of Morgan, Greene County.
A. 3296401. Sewerage, Marion Center Area School District, Box 156, Route 403, Marion Center, PA 15759. Application for the construction and operation of a sewage treatment plant to serve the Creekside Washington Elementary School located in the Township of Washington, Indiana County.
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, telephone (814) 332-6942.
WQM Permit No. 2096403. Sewage, William H. Thomas, SRSTP, R. R. 2, Box 278, Holsopple, PA 15935. This project is for the construction of a single residence sewage treatment plant in East Fallowfield Township, Crawford County.
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