[30 Pa.B. 5029]
[Continued from previous Web Page] Outfall 003: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) monitor and report Temperature (°F) January 1-31 57 February 1-29 53 March 1-31 56 April 1-15 58 April 16-30 62 May 1-15 66 May 16-31 76 June 1-15 83 June 16-30 87 July 1-31 89 August 1-31 88 September 1-15 85 September 16-30 79 October 1-15 75 October 16-31 75 November 1-15 65 November 16-30 65 December 1-31 61 pH not less than 6.0 nor greater than 9.0 Outfall 004: existing discharge, design flow of 0.043 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) 0.043 CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 4.0 8.0 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 (1st month to 35th month) monitor and report (36th month to expiration) 0.063 0.15 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions: The above effluent limits are also imposed at Outfall 010 which may be used as the maintenance outfall. Discharge via Outfall 010 may occur once every 5 to 7 years.
Outfall 005: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) monitor and report TSS 19.5 41.0 Oil and Grease 12.0 20.0 Chromium (VI) ND ND Copper 0.1 0.2 Lead 0.022 0.044 Nickel 0.6 1.2 Zinc 0.17 0.34 Aluminum 0.5 1.0 Chloroform 0.011 0.022 pH not less than 6.0 nor greater than 9.0 *ND--Not detectable using EPA Test Method 218.4 or equivalent as approved by the Department.
Outfall 006: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) monitor and report Temperature (°F) January 1-31 59 February 1-29 49 March 1-31 55 April 1-15 59 April 16-30 65 May 1-15 69 May 16-31 80 June 1-15 86 June 16-30 90 July 1-31 90 August 1-31 90 September 1-15 86 September 16-30 80 October 1-15 75 October 16-31 70 November 1-15 64 November 16-30 61 December 1-31 53 pH not less than 6.0 nor greater than 9.0 Outfall 007: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum This outfall exists, however, it does not discharge wastewater anymore. Outfall 008: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) monitor and report Temperature (°F) January 1-31 51 February 1-29 49 March 1-31 55 April 1-15 60 April 16-30 66 May 1-15 69 May 16-31 81 June 1-15 87 June 16-30 91 July 1-31 91 August 1-31 90 September 1-15 87 September 16-30 81 October 1-15 75 October 16-31 69 November 1-15 61 Nvember 16-30 59 December 1-31 56 pH not less than 6.0 nor greater than 9.0 Outfall 009: existing discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Flow (mgd) monitor and report Total Suspended Solids monitor and report Temperature (°F) January 1-31 63 February 1-29 61 March 1-31 63 April 1-15 66 April 16-30 66 May 1-15 67 May 16-31 77 June 1-15 84 June 16-30 88 July 1-31 89 August 1-31 89 September 1-15 85 September 16-30 79 October 1-15 78 October 16-31 75 November 1-15 72 November 16-30 72 December 1-31 66 pH not less than 6.0 nor greater than 9.0 Outfalls 001S, 002S, 003S, 006S, 008S, 009S, 010S, 013S, 014S, 015S, 016S, 017S, and 018S: stormwater discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum These outfalls shall discharge uncontaminated stormwater runoff only. Outfalls 004S, 007S, 011S: stormwater discharge to an unnamed tributary to Pine Run.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Daily Instantaneous Parameter Monthly Daily Monthly Average Maximum Aluminum monitor and report Zinc monitor and report Total Suspended Solids* monitor and report *Applies only to Outfall 007S.
The EPA waiver is in effect.
PA 0091740. Industrial Waste, SIC 4911, Allegheny Energy Supply Company LLC, 800 Cabin Hill Drive, Greensburg, PA 15601-1689.
This application is for amendment of an NPDES permit to discharge treated leachate from the Springdale Ash Disposal Site (closed) in Frazer Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Riddle Run, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Oakmont Borough M.A., located at 721 Allegheny Avenue, Oakmont, PA 15139, 4.5 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.059 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Suspended Solids 30 75 Aluminum 0.50 1.3 Iron 1.6 4.0 Iron, Dissolved 0.33 0.83 Manganese 1.1 2.8 Arsenic 0.057 0.143 Boron 20 40 Selenium 0.0057 0.014 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0097501. Sewage, Amcel Corporation, Amcel Center, R. D. 7, Box 1005, Mt. Pleasant, PA 15666.
This application is for renewal of an NPDES permit to discharge treated sewage from Amcel Corporation Sewage Treatment Plant in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Jacobs 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 Westmoreland County Municipal Authority-McKeesport on the Youghiogheny River.
Outfall 002: 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 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 (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 003--006 discharge uncontaminated stormwater runoff from areas around the treatment facility.
The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0037893. Sewage. Borough of East Brady, P. O. Box 461, 103 Verner Street, East Brady, PA 16028-5531.
This application is for renewal of an NPDES Permit to discharge treated seage to the Allegheny River in East Brady Borough, Clarion 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 WPWC-Kittanning District on the Allegheny River located at Kittanning, approximately 22 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.15 mgd are:
Average Weekly Instantaneous Parameter Monthly (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 100,000/100 ml as a geometric average Total Residual Chlorine 0.5 0.8 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0024953. Sewage. Keystone Shortway 76, Inc., 21251 Rt. 322, Strattanville, PA 16258-9718.
This application is for renewal of an NPDES Permit to discharge treated sewage to an unnamed tributary Douglass Run in Clarion Township, Clarion County. This is an existing discharge.
The receiving water is classified for the following uses: 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 Clarion Potable Water Supply on the Clarion River located at Clarion, approximately 9 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 0.018 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 9.5 19.0 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 Total Residual Chlorine 1.5 2.25 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0026271. Sewage. Meadville Area Sewer Authority, 984 Water Street, Meadville, PA 16335.
This application is for renewal of an NPDES Permit to discharge treated sewage to French Creek in the City of Meadville, 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 General Authority of Franklin on French Creek located at Franklin, approximately 23 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 based on a design flow of 7.3 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 9.5 19 Copper .025 .05 Phosphorus 2.0 4.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 73,000/100 ml as a geometric average Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0--9.0 at all times The EPA waiver is not in effect.
PA 0221767. Industrial Waste, SIC 5541. Keystone Shortway 76 Inc., 21251 Route 322, Strattanville, PA 16258.
This application is for renewal of an NPDES Permit, to discharge stormwater to an unnamed tributary to Douglas Run in Clarion Township, Clarion County. This is an existing discharge.
The receiving water is classified for the following uses: 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 Western Pennsylvania Water Company on the Clarion River located at Clarion Borough, approximately 10 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 1.2 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids monitor and report Oil and Grease 15 30 pH 6.0 to 9.0 at all times The EPA waiver is in effect.
PA 0034193. Sewage, Lake View Country Club, 8351 Route 89, North East, PA 16428.
This application is for renewal of an NPDES permit to discharge treated sanitary sewage to an unnamed tributary to Sixteen Mile Creek in North East Township, Erie County. This is an existing discharge.
The receiving water is classified for cold water fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, there are no potable water supplies (PWS) at or near the point of discharge, nor until Sixteen Mile Creek reaches Lake Erie.
The proposed effluent limits for Outfall 001 based on an average design flow of 0.010 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 6 12 (11-1 to 4-30) 18 36 Dissolved Oxygen minimum of 3.0 mg/l at all times Total Residual Chlorine 1.4 3.3 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 17,000/100 ml as a geometric average pH 6.0 to 9.0 standard units at all times The EPA waiver is in effect.
PA 0001988, Amendment No. 2. Industrial Waste, SIC 2865, 2869, and 2891. Indspec Chemical Corp., 133 Main Street, P. O. Box 307, Petrolia, PA 16050.
This application is for amendment of an NPDES Permit, to discharge filter backwash wastewater to South Branch Bear Creek in Petrolia Borough, Butler County. This is a new 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 PA American Water Company on the Allegheny River located at East Brady, approximately 18 miles below point of discharge.
The proposed discharge limits for Outfall No. 226 based on a design flow of 0.002 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Total Suspended Solids 30 60 Total Iron 2.0 4.0 5.0 Aluminum 4.0 8.0 10 Manganese 1.0 2.0 2.5 Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 at all times The EPA waiver is in effect.
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
Applications under the Pennsylvania Clean Streams Law
(Part II Permits) The following permit applications and requests for plan approval have been received by the Department of Environmental Protection (Department).Persons objecting on the grounds of public or private interest to the approval of an application or submitted plan may file a written protest with the Department at the address indicated above each permit application or plan. Each written protest should contain the following: name, address and telephone number; identification of the plan or application to which the protest is addressed and a concise statement in sufficient detail to inform the Department of the exact basis of the protest and the relevant facts upon which it is based. The Department may conduct a fact-finding hearing or an informal conference in response to any given protest. Each writer will be notified in writing of the time and place if a hearing or conference concerning the plan, action or application to which the protest relates is held. To insure consideration by the Department prior to final action on permit applications and proposed plans, initial protests and additions or amendments to protests already filed should be filed within 15 calendar days from the date of this issue of the Pennsylvania Bulletin. A copy of each permit application and proposed plan is on file in the office indicated and is open to public inspection.
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 Services at (800) 654-5984.
Industrial waste and sewerage applications under The Clean Streams Law (35 P. S. §§ 691.1--691.100).
Southeast Regional Office: Regional Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
WQM Permit No. 4600425. Sewerage. Armand Ruocco, 480 Main Street, Collegeville, PA 19426. Applicant is requesting approval for the construction and operation of sewage treatment plant to serve Lot #2 Rose Meadows located in Upper Frederick Township, Montgomery County.
WQM Permit No. 4600426. Sewage. Armand Ruocco, 480 Main Street, Collegeville, PA 19426. Applicant is requesting approval for the construction and operation of sewage treatment plant to serve Lot #3 Rose Meadows located in Upper Frederick Township, Montgomery County.
WQM Permit No. 4600427. Sewerage. Lower Frederick Township, P. O. Box 253, Zieglerville, PA 19482. Applicant is requesting approval for the construction and operation of a sewage treatment plant to install 100,000 gpd to serve Lower Frederick Township STP located in Lower Frederick Township, Montgomery County.
WQM Permit No. 1500427. Sewerage. New Garden Township Sewer Authority, 8934 Gap Newport Pike, Landenberg, PA 19350. Applicant is requesting approval for the construction and operation to install a pumping station and approximately 7,200 linear feet of force main to serve New Garden Township, Sewer Authority located in New Garden Township, Chester County.
WQM Permit No. 1500203. Industrial Waste. Sunoco Inc. (R&M), 1801 Market Street, Ten Penn Center, Philadelphia, PA 19103. Applicant is requesting approval for the construction and operation of a groundwater remediation system located in West Brandywine Township, Chester County.
Southcentral Regional Office: Water Management Program Manager, 909 Elmerton Avenue, 2nd Floor, Harrisburg, PA 17110-8200, (717) 705-4707. Persons who wish to review any of these applications should contact Mary DiSanto at (717) 705-4732.
A. 0700404. Sewage, submitted by the Board of Supervisors of the Township of Logan, 800 39th Street, Altoona, PA 16601-1799 in Antis Township, Blair County to renovate the Greenwood Area Sewage Treatment Plant was received in the Southcentral Region on September 6, 2000.
A. 2896404 00-1. Sewage, submitted by the Borough of Chambersburg, 100 South Second Street, Chambersburg, PA 17201-0909 in Chambersburg Borough, Franklin County to make improvements on a sewage treatment plant was received in the Southcentral Region on September 8, 2000.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
A. 1169402-A4. Sewerage, Windber Area Authority, 1700 Stockholm Avenue, Windber, PA 15963. Application for the replacement and operation of the interceptor sewers to serve the Ingleside STP located in Windber Borough, Somerset County. The Pennsylvania Infrastructure Investment Authority (Pennvest) which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
A. 2690201. Industrial Waste, Pennsylvania American Water Company, P. O. Box 1290, 300 Galley Road, McMurray, PA 15317. Application for the modification and operation of the Brownsville Water Treatment Plant located in Brownsville Boro, Fayette County.
A. 5686402-A2. Sewerage, Shade-Central City Joint Authority, 429 Sunshine Avenue, Central City, PA 15926. Application for the modification and operation of the sewage treatment plant, pump station and sewers and appurtenances to serve the Shade-Central City STP located in Shade Township, Somerset County. The Pennsylvania Infrastructure Investment Authority (Pennvest) which administers Pennsylvania's State Revolving Fund has been identified as a possible funding source. The Department's review of the sewage facilities plan revision has not identified any significant environmental impacts resulting from this proposal.
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, (814) 332-6942.
WQM Permit No. 6100413. Sewage. Youngsville Borough, 40 Railroad Street, Youngsville, PA 16371. This project is for renovations to an existing sewage treatment facility including: new grit chamber, replace comminutor, new lift station, new treatment unit to add 300,000 gpd capacity, new UV disinfection, new air blowers, and miscellaneous repairs to the sewage treatment facility in Youngsville Borough, Warren County.
WQM Permit No. 2500416. Sewage, Ward and Carol L. Sanders, 10827 Ivoray Road, Albion, PA 16401. This project is for the construction of a Single Residence Sewage Treatment Plant in Franklin Township, Erie County.
WQM Permit No. 4300412. Sewage, Lauri Bowen, 13 Wasser Bridge Road, Greenville, PA 16125. This project is for the construction of a Single Residence Sewage Treatment Plant in Hempfield Township, Mercer County.
WQM Permit No. 2500417. Sewage, Michael J. Bray, 5018 Amhurst Drive, Erie, PA 16506. This project is for the construction of a Single Residence Sewage Treatment Plant in Girard Township, Erie County.
WQM Permit No. 3700404. Sewage, Paula A. Kubik and Jonathan C. McMillen, 214 Maple Grove Rd., West Middlesex, PA 16159. This project is for the construction of a Single Residence Sewage Treatment Plant in Washington Township, Lawrence County.
WQM Permit No. 2500418. Sewage, Mark T. Hopson, 8658 Haft Road, Erie, PA 16510. This project is for the construction of a Single Residence Sewage Treatment Plant in Greene Township, Erie County.
WQM Permit No. 4300413. Sewage, Wayne Dick, 310 Sieg Hill Rd., West Middlesex, PA 16159. This project is for the construction of a Single Residence Sewage Treatment Plant in Shenango Township, Mercer County.
WQM Permit No. 3700405. Sewage, John G. Lorimer, R. R. 1, Box 481, New Wilmington, PA 16142. This project is for the construction of a Single Residence Sewage Treatment Plant in Wilmington Township, Lawrence County.
WQM Permit No. 6200412. Sewage, Rebecca L. Gafner, 6 Bradley Street, Warren, PA 16365. This project is for the construction of a Single Residence Sewage Treatment Plant in Pine Grove Township, Warren County.
INDIVIDUAL PERMITS
(PAS) The following parties have applied for an NPDES permit to discharge stormwater from a proposed construction activity into the surface waters of this Commonwealth. Unless otherwise indicated, on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain limitations set forth in the permit and special conditions. The 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 of 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement to the office noted above the application within 30 days from the date of this public notice. Comments reviewed within this 30-day permit will be considered in the formulation of the final determination regarding this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the Department 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 30-day comment period, the Water Management 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 appealed 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 office noted 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 (800) 654-5984.
Southeast Regional Office: Regional Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428-2233, (610) 832-6130.
NPDES Permit PAS10-G161-R. Stormwater. Pulte Home, 1210 Northbrook Drive, Suite 150, Trevose, PA 19053, has applied to discharge stormwater from a construction activity located in Schuylkill Township, Chester County, to Pickering Creek (HQ-TSF).
NPDES Permit PAS10-G436. Stormwater. South Coventry Township, 1002 Ridge Road, Pottstown, PA 19465, has applied to discharge stormwater from a construction activity located in South Coventry Township, Chester County, to French Creek and Schuylkill River (HQ-TSF).
NPDES Permit PAS10-G437. Stormwater. Robert Sweeney, 123 Culbertson Run Road, Downingtown, PA 19335, has applied to discharge stormwater from a construction activity located in West Calm Township, Chester County, to Tributary to West Branch Brandywine Creek (HQ-TSF-MF).
Northeast Regional Office: Regional Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (717) 826-2511.
Lehigh County Conservation District, District Manager, Lehigh Ag. Ctr., Ste. 102, 4184 Dorney Park Road, Allentown, PA 18104, (610) 391-9583.
NPDES Permit PAS10Q211. Stormwater. ACIDA & AEDC, Steven K. Bamford, P. O. Box 1400, 718 Hamilton St., Allentown, PA 18105 has applied to discharge stormwater from a construction activity located in North Whitehall Township, Lehigh County to Little Lehigh Creek, HQ-CWF.
Pike County Conservation District, District Manager, HC 6, Box 6770, Hawley, PA 18428, (570) 226-8220.
NPDES Permit PAS10V032. Stormwater. Pike County Industrial Corporation, P. O. Box A, Milford, PA 18337 has applied to discharge stormwater from a construction activity located in Blooming Grove to Little Mud Pond Swamp and Unnamed Tributary to Shohola Creek, HQW/CWF.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 657-4707.
Bedford County Conservation District, District Manager, Bedford County CD, 702 West Pitt Street, Suite 4, Bedford, PA 15009, (814) 623-6706.
NPDES Permit PAS-10-0419. Stormwater. Southern Cove Joint Municipal Authority, P. O. Box 223, Woodbury, PA 16695 has applied to discharge stormwater from a construction activity located in Woodbury Borough and Woodbury Township, Bedford County, to Yellow Creek. (HQ-CWF).
Lancaster County Conservation District, District Manager, Lancaster County CD, 1383 Arcadia Road, Rm. 6, Lancaster, PA 17601, (717) 299-5361.
NPDES Permit PAS-10-O-080. Stormwater. Musser's, Inc. 35 Friendly Drive, Quarryville, PA 17566 has applied to discharge stormwater from a construction activity located in East Drumore Township, Lancaster County, to UNT to Conowingo Creek (HQ).
Berks County Conservation District, District Manager, Berks County CD, P. O. Box 520, 1238 County Welfare Road, Leesport, PA 19533, (610) 372-4657.
NPDES Permit PAS-10-C043. Stormwater. Longswamp Township Board of Supervisors, 1112 State Street, P. O. Box 37, Mertztown, PA 19539 has applied to discharge stormwater from a construction activity located in Longswamp Township, Berks County, to Little Lehigh Creek. (HQ, CWF)
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, (814) 332-6942.
NPDES Permit PAS10K023. Stormwater. Henry E. Moesta, 146 Shannon Drive, New Castle, PA 16105, has applied to discharge stormwater from a construction activity located in North East Township, Erie County, to 12-Mile Creek (HQ-CWF; MF).
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