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PA Bulletin, Doc. No. 09-1835c

[39 Pa.B. 5742]
[Saturday, October 3, 2009]

[Continued from previous Web Page]

FEDERAL WATER POLLUTION CONTROL ACT SECTION 401

 The Department of Environmental Protection (Department) has taken the following actions on previously received permit applications, requests for Environmental Assessment approval and requests for Water Quality Certification under section 401 of the Federal Water Pollution Control Act (FWPCA) (33 U.S.C.A. § 1341).

 Except as otherwise noted, the Department has granted 401 Water Quality Certification certifying that the construction and operation described will comply with the applicable provisions of sections 301—303, 306 and 307 of the FWPCA (33 U.S.C.A. §§ 1311—1313, 1316 and 1317) and that the construction will not violate applicable Federal and State water quality standards.

 Persons aggrieved by an action may appeal, under section 4 of the Environmental Hearing Board Act (35 P. S. § 7514) and 2 Pa.C.S. §§ 501—508 and 701—704 (relating to the Administrative Agency Law), to the Environmental Hearing Board, Second Floor, Rachel Carson State Office Building, 400 Market Street, P. O. Box 8457, Harrisburg, PA 17105-8457, (717) 787-3483. TDD users should contact the Environmental Hearing Board (Board) through the Pennsylvania AT&T Relay Service, (800) 654-5984. Appeals must be filed with the Board within 30 days of publication of this notice in the Pennsylvania Bulletin, unless the appropriate statute provides a different time period. Copies of the appeal form and the Board's rules of practice and procedure may be obtained from the Board. The appeal form and the Board's rules of practice and procedure are also available in Braille or on audiotape from the Secretary of the Board at (717) 787-3483. This paragraph does not, in and of itself, create any right of appeal beyond that permitted by applicable statutes and decision law.

 For individuals who wish to challenge an action, appeals must reach the Board within 30 days. A lawyer is not needed to file an appeal with the Board.

 Important legal rights are at stake, however, so individuals should show this notice to a lawyer at once. Persons who cannot afford a lawyer may qualify for pro bono representation. Call the Secretary to the Board at (717) 787-3483 for more information.


Actions on applications for the following activities filed under the Dam Safety and Encroachments Act (32 P. S. §§ 693.1—693.27), section 302 of the Floodplain Management Act (32 P. S. § 679.302) and The Clean Streams Law (35 P. S. §§ 691.1—691.702) and Notice of Final Action for Certification under section 401 of the FWPCA (33 U.S.C.A. § 1341).

Permits, Environmental Assessments and 401 Water Quality Certifications Issued:

WATER OBSTRUCTIONS AND ENCROACHMENTS

Northeast Regional Office: Watershed Management Program, 2 Public Square, Wilkes-Barre, PA 18711-0790.

E45-529. Penn Regional Business Center, Seven Bridges Road, Route 209, R. R. 5, Box 5348, East Stroudsburg, PA 18301. Smithfield Township, Monroe County, United States Army Corps of Engineers, Philadelphia District.

 To place fill in 0.12 acre of PSS wetlands and to place fill in 360 linear feet of a UNT to Brodhead Creek (HQ-CWF) for the purpose of constructing an office building, associated parking lot and driveways. The permittee is required to provide 0.34 acre of replacement wetlands. The project is located on the northeast side of SR 0447 approximately 0.60 mile northwest of the intersection of SR 0209 and SR 0447 (East Stroudsburg, PA Quadrangle Latitude: 41° 0` 30"; Longitude: -75° 09` 41") in Smithfield Township, Monroe County. (Subbasin: 1E)

E45-530. Thomas R. Wilkins, 304 Park Avenue, Stroudsburg, PA 18360. Paradise Township, Monroe County, United States Army Corps of Engineers, Philadelphia District.

 Place fill in 0.06 acre of EV PFO wetlands for the purpose of constructing a driveway crossing consisting of two 24-inch diameter, 29-L.F. HDPE culverts. The project is located on the north side of Alpine Road, approximately 1.67 miles south east of the intersection of SR 191 and SR 715 (Mount Pocono, PA Quadrangle Latitude: 41° 7` 6"; Longitude: -75° 15` 9"), in Paradise Township, Monroe County. (Subbasin: 1E)

E45-533. Pocono Township, P. O. Box 197, Tannersville, PA 18372. Pocono and Hamilton Townships, Monroe County, United States Army Corps of Engineers, Philadelphia District.

 To construct and maintain the following water obstructions and encroachments associated with the Pocono and Hamilton Townships Sewerage System Project for the purpose of constructing a 7-mile long central sanitary sewage collection system to serve the SR 0611 and SR 715 corridor. The project begins at the intersection of SR 0611 and SR 314 (Mount Pocono, PA Quadrangle Latitude: 41° 5` 39"; Longitude: -75° 19` 39") in Pocono Township, Monroe County. The project ends 0.6 mile northwest of the intersection of I-80 and SR 33 (Mount Pocono, PA Quadrangle Latitude: 41° 0` 7"; Longitude: -75° 16` 33") in Hamilton Township, Monroe County.

 1. Two 8-inch diameter and one 6-inch diameter concrete encased PVC sanitary sewer force main crossing of Swiftwater Creek (HQ-CWF) (Latitude: 41° 05` 39"; Longitude: -75° 19` 39") in Pocono Township.

 2. An 18-inch diameter PVC gravity sanitary sewer main crossing of Scot Run (HQ-CWF) (Latitude: 41° 04` 38"; Longitude: -75° 19` 39") in Pocono Township.

 3. An 18-inch diameter concrete encased PVC gravity sanitary sewer main crossing of Scot Run (HQ-CWF) and approximately 75 feet of adjacent EV, PFO wetlands with temporary wetland impacts of 0.09 acre (Latitude: 41° 04` 12"; Longitude: -75° 19` 20") in Pocono Township.

 4. An 8-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Scot Run (HQ-CWF) and approximately 55 feet of adjacent EV, PFO wetlands with temporary wetland impacts of 0.03 acre (Latitude: 41° 03` 54"; Longitude: -75° 19` 04") in Pocono Township.

 5. An 18-inch diameter concrete encased PVC gravity sanitary sewer main crossing of Transue Run (HQ-CWF) (Latitude: 41° 03` 54"; Longitude: -75° 19` 10") in Pocono Township.

 5A. A 22-L.F., 6-inch diameter perforated HDPE pavement base drain pipe and stormwater outfall structure within the 100-year floodway of Transue Run (HQ-CWF) (Latitude: 41° 03` 54"; Longitude: -75° 19` 10") in Pocono Township.

 6. An 18-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Scot Run (HQ-CWF) (Latitude: 41° 03` 43"; Longitude: -75° 19` 03") in Pocono Township.

 6A. An 85-L.F., 6-inch diameter perforated HDPE pavement base drain pipe and stormwater outfall structure within the 100-year floodway of a UNT to Scot Run (HQ-CWF) (Latitude: 41° 03` 43"; Longitude: -75° 19` 03") in Pocono Township.

 7. An 8-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Scot Run (HQ-CWF) (Latitude: 41° 03` 54"; Longitude: -75° 19` 02") in Pocono Township.

 8. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of Scot Run (HQ-CWF) (Latitude: 41° 03` 43"; Longitude: -75° 19` 00") in Pocono Township.

 9. A 24-inch diameter PVC gravity sanitary sewer main crossing of approximately 24 feet of EV, PEM wetlands with temporary wetland impacts of 0.05 acre (Latitude: 41° 03` 39"; Longitude: -75° 19` 02") in Pocono Township.

 10. A 24-inch diameter PVC gravity sanitary sewer main crossing of Scot Run (HQ-CWF) (Latitude: 41° 03` 14"; Longitude: -75° 18` 55") in Pocono Township.

 11. A 24-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 52"; Longitude: -75° 18` 39") in Pocono Township.

 12. A 24-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 40"; Longitude: -75° 18` 33") in Pocono Township.

 13. An 8-inch diameter concrete encased PVC sanitary sewer force main crossing of Pocono Creek (HQ-CWF) (Latitude: 41° 02` 40"; Longitude: -75° 18` 40") in Pocono Township.

 13A. An 8-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 17"; Longitude: -75° 19` 03") in Pocono Township.

 13B. An 8-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 17"; Longitude: -75° 19` 03") in Pocono Township.

 14. A 24-inch diameter PVC concrete encased gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 18"; Longitude: -75° 18` 23") in Pocono Township.

 15. A 12-inch diameter PVC concrete encased gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 24"; Longitude: -75° 18` 20") in Pocono Township.

 16. A 24-inch diameter PVC concrete encased gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 13"; Longitude: -75° 18` 16") in Pocono Township.

 17. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 13"; Longitude: -75° 18` 09") in Pocono Township.

 17A. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 13"; Longitude: -75° 18` 10") in Pocono Township.

 17B. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 13"; Longitude: -75° 18` 10") in Pocono Township.

 17C. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 15"; Longitude: -75° 18` 11") in Pocono Township.

 17D. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 16"; Longitude: -75° 18` 12") in Pocono Township.

 17E. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 18"; Longitude: -75° 18` 15") in Pocono Township.

 17F. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 21"; Longitude: -75° 18` 15") in Pocono Township.

 17G. A 12-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 02` 21"; Longitude: -75° 18` 15") in Pocono Township.

 18. A 24-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 01` 59"; Longitude: -75° 18` 07") in Pocono Township.

 19. A 24-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Bulgers Run (HQ-CWF) (Latitude: 41° 01` 45"; Longitude: -75° 18` 02") in Pocono Township.

 19A. Bank stabilization associated with the construction of a 24-inch diameter concrete encased PVC gravity sewer main being constructed adjacent to a UNT to Bulgers Run (HQ-CWF) (Latitude: 41° 01` 45"; Longitude: -75° 18` 02") in Pocono Township.

 20. A 28-inch diameter PVC gravity sanitary sewer main crossing of Bulgers Run (HQ-CWF) by means of directional bore (Latitude: 41° 01` 38"; Longitude: -75° 17` 59") in Pocono Township.

 21. A 24-inch diameter concrete encased PVC gravity sanitary sewer main crossing of Cranberry Creek (HQ-CWF) (Latitude: 41° 01` 25"; Longitude: -75° 17` 56") in Pocono Township.

 22. A 24-inch diameter PVC gravity sanitary sewer main crossing of approximately 30 feet of EV, PFO wetlands with temporary wetland impacts of 0.02 acre (Latitude: 41° 01` 45"; Longitude: -75° 18` 02") in Pocono Township.

 23. A 24-inch diameter PVC gravity sanitary sewer main crossing of UNT to Cranberry Creek (HQ-CWF) and approximately 25 feet of EV, PFO wetlands with temporary wetland impacts of 0.003 acre (Latitude: 41° 01` 17"; Longitude: -75° 17` 51") in Pocono Township.

 24. A 24-inch diameter PVC gravity sanitary sewer main crossing of approximately 195 feet of EV, PFO wetlands with temporary wetland impacts (Latitude: 41° 01` 04"; Longitude: -75° 17` 45") in Pocono Township.

 25. A 24-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 58"; Longitude: -75° 17` 14") in Pocono Township.

 26. A 24-inch diameter concrete encased PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 58"; Longitude: -75° 17` 14") in Pocono Township.

 27. A 24-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 53"; Longitude: -75° 17` 38") in Pocono Township.

 28. One 12-inch diameter and one 16-inch diameter concrete encased PVC sanitary sewer force main crossing of Pocono Creek (HQ-CWF) (Latitude: 41° 00` 42"; Longitude: -75° 17` 27") in Pocono Township.

 29. Three 16-inch diameter PVC sanitary sewer force main crossings of approximately 28 feet of EV, PFO wetlands with temporary wetland impacts of 0.02 acre and permanent wetland impacts of 0.005 acre (Latitude: 41° 00` 39"; Longitude: -75° 17` 32") in Pocono Township.

 29A. Two outfall structures: (1) an 85-L.F., 60-inch diameter HDPE pipe and stormwater outfall structure with R-7 rip-rap and gabion baskets within the 100-year floodway of a UNT to Pocono Creek (HQ-CWF); and (2) the replacement of an existing 20-L.F. culvert with a 25-L.F., 15-inch diameter CMP pipe with R-7 rip-rap and gabion baskets within the 100-year floodway of a UNT to Pocono Creek (HQ-CWF). The two outfalls have temporary stream impacts of 0.02 acre, and permanent stream impacts of 0.005 acre within a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 39"; Longitude: -75° 17` 32") in Pocono Township.

 29B. Three 16-inch diameter PVC sanitary sewer force main crossings of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 40"; Longitude: -75° 17` 31") in Pocono Township.

 30. Three 16-inch diameter PVC sanitary sewer force main crossing of a UNT to Cranberry Creek (HQ-CWF) and approximately 8 feet of EV, PFO wetlands with temporary wetland impacts of 0.01 acre, and permanent wetland impacts of 0.01 acre (Latitude: 41° 00` 38"; Longitude: -75° 17` 38") in Pocono Township.

 31. A 120-L.F., 15-inch diameter HDPE pipe and stormwater outfall structure with R-7 rip-rap and gabion baskets within the 100-year floodway of Pocono Creek (HQ-CWF) (Latitude: 41° 00` 43"; Longitude: -75° 17` 43") in Pocono Township.

 32. One 8-inch diameter PVC gravity sanitary sewer main, one 8-inch diameter PVC sanitary sewer force main, and one 16-inch diameter PVC sanitary sewer force main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 40"; Longitude: -75° 17` 17") in Pocono Township.

 33. One 8-inch diameter PVC gravity sanitary sewer main, one 8-inch diameter PVC sanitary sewer force main, and one 16-inch diameter PVC sanitary sewer force main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 31"; Longitude: -75° 17` 07") in Pocono Township.

 34. An 8-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 37"; Longitude: -75° 17` 15") in Pocono Township.

 35. One 6-inch diameter PVC sanitary sewer force main and one 16-inch diameter PVC sanitary sewer force main crossing of Pocono Creek (HQ-CWF) (Latitude: 41° 00` 19"; Longitude: -75° 16` 58") in Pocono Township.

 36. A 2-inch diameter PVC gravity sanitary sewer main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 07"; Longitude: -75° 16` 33") in Hamilton Township.

 37. One 8-inch diameter PVC gravity sanitary sewer main and one 16-inch diameter PVC sanitary sewer force main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 14"; Longitude: -75° 16` 35") in Hamilton Township.

 37A. One 8-inch diameter PVC gravity sanitary sewer main, one 6-inch diameter PVC sanitary sewer force main, and one 16-inch diameter PVC sanitary sewer force main crossing of a UNT to Pocono Creek (HQ-CWF) (Latitude: 41° 00` 14"; Longitude: -75° 16` 35") in Pocono Township.

 The project will temporarily impact 0.40 acre of wetlands, with a permanent wetland impact of 0.02 acre.

Southwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

E03-447. Kiski Junction Railroad, Inc., 301 Market Street, Kittanning, PA 16201. All for the purpose of constructing a railroad spur on an existing railroad bed, all of the listings are located in UNTs of the Allegheny River (WWF) with the exception of number 6 which is located in Taylors Run (WWF), also a tributary to the Allegheny River. The project is located along the left bank of the Allegheny River in Gilpin and Bethel Townships, Armstrong County, United States Army Corps of Engineers, Pittsburgh District (Project begins at Freeport, PA Quadrangle N: 11.1"; W: 5.1", Latitude: 40° 41` 10"; Longitude: 79° 39` 42". Project ends at Leechburg, PA Quadrangle N: 19.8"; W: 11.7", Latitude: 40° 44` 3.0"; Longitude: 79° 35` 4").

 1. Rehabilitate, replace, or construct, and to operate and maintain approximately 96 railroad stream crossings with drainage areas of less than 100 acres;

 2. operate and maintain an existing 81 feet long stone arch railroad stream crossing with a bottom width of 5 feet and a maximum under clearance of 4 feet;

 3. operate and maintain an existing 60 feet long stone arch railroad stream crossing with a bottom width of 10 feet and a maximum under clearance of 6.5 feet;

 4. operate and maintain an existing 75 feet long box culvert with a width of 10 feet and an under clearance of 7 feet;

 5. operate and maintain an existing 70 feet long, 36 inches reinforced concrete culvert;

 6. operate and maintain an existing 65 feet long stone arch railroad stream crossing with a bottom width of 14 feet and an under clearance of 7 feet; located on Taylors Run (WWF);

 7. rehabilitate, operate and maintain an existing 37 feet long, 8 feet wide and 9 feet high concrete box culvert;

 8. operate and maintain an existing 88 feet long 36 inches diameter reinforced concrete culvert;

 9. operate and maintain a 41 feet dual 48 inches reinforced concrete culvert;

 10. place and maintain fill in 0.228 acre of wetlands in the Allegheny River Watershed;

 11. remove 16 existing stream crossings;

 12. regrade approximately 145 feet of landslide area and place bank stabilization along the floodway on the left bank of the Allegheny River;

 13. mitigate these impacts, the applicant proposes to construct 0.253 acre of replacement wetland.

E04-326. Beaver County Corporation for Economic Development (CED), 250 Insurance Street, Suite 300, Beaver, PA 15009. To construct a new amphitheater, playground and parking lot in Monaca Borough, Beaver County, United States Army Corps of Engineers, Pittsburgh District (Beaver, PA Quadrangle N: 12.8 inches; W: 4.8 inches, Latitude: 40° 41` 44"; Longitude: 80° 17` 05") in Monaca Borough, Beaver County. To construct and maintain a playground and a new parking lot that will be located at the existing parking lot, to construct and maintain an amphitheater on the left bank of the Ohio River (WWF) and to construct and maintain a walking path and three picnic pavilions for the purpose of rehabilitating the existing Monaca Riverfront Park. The project is located on the north side of Atlantic Avenue, just north from the intersection of Atlantic Avenue and Sixth Street.

E26-350. County of Fayette, Court House, 61 East Main Street, Uniontown, PA 15401. To construct and maintain a superstructure in Dunbar Township, Fayette County, United States Army Corps of Engineers, Pittsburgh District (South Connellsville, PA Quadrangle N: 18.09 inches; W: 16.42 inches, Latitude: 39° 58` 29"; Longitude: 79° 37` 02"). To construct and maintain approximately 2.8 miles bicycle-pedestrian trail within an abandoned railroad located in the floodplain of Dunbar Creek (TSF) and Gist Run (TSF). The project is known as Sheepskin Trail Segment II and is located in Dunbar Borough, North Union and Dunbar Townships, Fayette County. The project consists of the following:

 1. To remove the central pier and to construct and maintain a superstructure on the existing abutments of the existing abandoned railroad bridge having a clear span of 65 feet and an underclearance of 8.8 feet across Dunbar Creek (South Connellsville, PA Quadrangle N: 18.0 inches; W: 16.3 inches, Latitude: 39° 58` 26"; Longitude: 79° 36` 58").

 2. To construct and maintain a wood deck on the existing abandoned railroad bridge having a clear span of 19.75 feet and an underclearance of 5.45 feet across Gist Run (South Connellsville, PA Quadrangle N: 17.70 inches; W: 16.09 inches, Latitude: 39° 58` 19"; Longitude: 79° 36` 51").

E65-925. Allegheny Power, 800 Cabin Hill Road, Greensburg, PA 15601. To place and maintain fill in floodplain in Latrobe, Westmoreland County, United States Army Corps of Engineers, Pittsburgh District. To place and maintain fill in the floodplain of Loyalhanna Creek, (WWF) and to place and maintain fill in 0.196 acre of wetland in the Loyalhanna Creek Watershed for the purpose of constructing improvements to the an electrical substation. The fill will indirectly impact an additional 0.394 acre of wetland. The project is located at the Loyalhanna Substation (Latrobe, PA Quadrangle N: 9.3 inches; W: 0.6 inch, Latitude: 40° 18` 4"; Longitude: 79° 22` 44.8"). As mitigation for these impacts, the applicant proposes to construct a nonjurisdictional dam that will add wetland hydrology to an area over 0.59 acre. The mitigation project is in Ligonier Township, Westmoreland County (Wilpen, PA Quadrangle N: 0.1 inch; W: 17.4 inches, Latitude: 40° 15` 0.5"; Longitude: 79° 14` 58.5").

E56-329 A. The Buncher Resort and Hospitality Group, LLC, Penn Liberty Plaza 1, Suite 300, 1300 Penn Avenue, Pittsburgh, PA 15222. To approve seasonal bridges over Kooser Run in Jefferson Township, Somerset County, United States Army Corps of Engineers, Pittsburgh District (Bakersville, PA Quadrangle N: 11.8 inches; W: 16.93 inches, Latitude: 40° 03` 54"; Longitude: 79° 14` 46"). To amend Permit E56-329 which seasonally approved between November 15 and March 15 of each year to construct and maintain timber bridges across Kooser Run (HQ-CWF) and an adjoining abandoned fish hatchery, to create a snow tubing trail over these watercourses. The project is located in Hidden Valley's Outback Park, located along SR 0031, approximately 0.25 miles past the main entrance to the Hidden Valley Resort (Bakersville, PA Quadrangle N: 11.8 inches; W: 16.93 inches, Latitude: 40° 03` 54"; Longitude: 79° 14` 46") in Jefferson Township, Somerset County. This permit amendment replaces the original permit to now authorize the replacement of an existing 48-inch diameter culvert with a new 48-inch culvert, 28 feet long in a UNT to Kooser Run; to place and maintain 300 feet of seasonal wetland matting located over the stream channel on top of the existing fish hatchery concrete wall and to construct and maintain various outfalls to the same stream channel; to remove another culvert that collects another tributary stream that discharges to the same UNT to Kooser Run and to construct and maintain a new 15-inch diameter culvert 43 feet long within that same UNT; to place and maintain a stone filled trench within wetlands in various locations along Kooser Run to support a 200-foot long and 80-foot long seasonal wetland matting located over the stream channel, the rock trench will impact approximately 0.08 acre of wetlands; to operate and maintain the existing 42-inch diameter culvert 20 feet long within the same channel; to restore and maintain approximately 575 feet of the same channel; to construct and maintain various outfalls to the same channel. To compensate for the proposed 0.08 acre of wetland impacts and for 0.13 acre of previous wetland impacts, the applicant will construct and maintain two wetland mitigation areas, one will be 0.101 acre and the other will be 0.131 acre, for a total of 0.232 acre, both are located near the proposed impacts.

Northwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335.

E24-253, Spring Creek Township, P. O. Box 385, Ridgway, PA 15853. T-301 across Spring Creek, in Spring Creek Township, Elk County, United States Army Corps of Engineers, Pittsburgh District (Hallton, PA Quadrangle N: 41° 24` 02"; W: 78° 55` 59").

 To remove the existing through truss bridge and to construct and maintain a prestressed concrete spread box beam bridge having two clear spans of 68.5 feet and an underclearance of 15.5 feet on a 70° skew across Spring Creek just above its confluence with Clarion River on T-301 at Hallton.

EROSION AND SEDIMENT CONTROL

 The following Erosion and Sediment Control Permits have been issued.

 Any person aggrieved by these actions may appeal, under section 4 of the Environmental Hearing Board Act (35 P. S. § 7514) and 2 Pa.C.S. Chapter 5, Subchapter A (relating to practice and procedure of Commonwealth agencies), to the Environmental Hearing Board, Second Floor, Rachel Carson State Office Building, 400 Market Street, P. O. Box 8457, Harrisburg, PA 17105-8457, (717) 787-3483. TDD users may contact the Environmental Hearing Board (Board) through the Pennsylvania AT&T Relay Service, (800) 654-5984. Appeals must be filed with the Board within 30 days of publication of this notice in the Pennsylvania Bulletin, unless the appropriate statute provides a different time period. Copies of the appeal form and the Board's rules of practice and procedure may be obtained from the Board. The appeal form and the Board's rules of practice and procedure are also available in Braille or on audiotape from the Secretary to the Board at (717) 787-3483. This paragraph does not, in and of itself, create any right of appeal beyond that permitted by applicable statutes and decisional law.

 If individuals want to challenge this action, their appeal must reach the Board within 30 days. Individuals do not need a lawyer to file an appeal with the Board. Important legal rights are at stake, however, so individuals should show this notice to a lawyer at once. If individuals cannot afford a lawyer, individuals may qualify for pro bono representation. Call the Secretary to the Board (717) 787-3483 for more information.

Southwest Region: Oil and Gas Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

09/18/09
ESCGP-1 No.: ESX09-129-0022
Applicant Name: BLX, Inc.
Contact Person: Stanley Berdell
Address: 223 North Park Drive
City: Kittanning State: PA Zip Code: 16002
County: Westmoreland Township(s): Loyalhanna
Receiving Stream(s) and Classifications: Loyalhanna Creek, WWF, Other

09/18/09
ESCGP-1 No.: ESX09-125-0039
Applicant Name: MarkWest Liberty Midstream and Resources
Contact Person: Robert McHale
Address: 100 Plaza Drive, Suite 102
City: Atlasburg State: PA Zip Code: 15004
County: Washington Township(s): Amwell
Receiving Stream(s) and Classifications: UNT to Little Tenmile Creek and UNT to Bane Creek, Other

Northcentral Region: Oil and Gas Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

ESCGP-1 No.: ESX09-081-0007
Applicant Name: Chief Oil and Gas, LLS
Contact Person: Michael Hritz
Address: 6051 Wallace Road, Suite 210
City, State, Zip: Wexford, PA 15090
County: Lycoming
Township(s): Mifflin
Receiving Stream(s) and Classification(s): First Fork Larrys Creek

ESCGP-1 No.: ESX09-117-0012
Applicant Name: Seneca Resources Corporation
Contact Person: Doug Kepler
Address: 51 Zents Boulevard
City, State, Zip: Brookville, PA 15825
County: Tioga
Township(s): Bloss Township
Receiving Stream(s) and Classification(s): UNT To Boone Run and UNT to Sand Run

ESCGP-1 No.: 59-09-803(01)
Applicant Name: Fortuna Energy
Contact Person: Eric Potter
Address: 337 Daniel Zenker Drive
City, State, Zip: Horseheads, NY 14845
County: Tioga
Township(s): Ward
Receiving Stream(s) and Classification(s): UNT to Fall Brook

ESCGP-1 No.: ESX09-015-0028
Applicant Name: Chesapeake Appalachia, LLC
Contact Person: Eric Haskins
Address: P. O. Box 18496
City, State, Zip: Oklahoma City, OK 73154-0496
County: Bradford
Township(s): West Burlington Township
Receiving Stream(s) and Classification(s): Tributary to Sugar Creek

ESCGP-1 No.: ESX09-015-0035
Applicant Name: Chesapeake Appalachia, LLC
Contact Person: Eric Haskins
Address: P. O. Box 18496
City, State, Zip: Oklahoma City, OK 73154-0496
County: Bradford
Township(s): Terry Township
Receiving Stream(s) and Classification(s): North Branch Sugar Run

ESCGP-1 No.: ESX09-015-0036
Applicant Name: Chesapeake Appalachia, LLC
Contact Person: Eric Haskins
Address: P. O. Box 18496
City, State, Zip: Oklahoma City, OK 73154-0496
County: Bradford
Township(s): Monroe Township
Receiving Stream(s) and Classification(s): Tributary to South Branch Towanda Creek

ESCGP-1 No.: ESX09-015-0033
Applicant Name: Chesapeake Appalachia, LLC
Contact: Person Eric Haskins
Address: P. O. Box 18496
City, State, Zip: Oklahoma City, OK 73154-0496
County: Bradford
Township(s): Burlington Township
Receiving Stream(s) and Classification(s): Wallace Run

ESCGP-1 No.: ESX09-013-0002
Applicant Name: Chief Oil and Gas, LLC
Contact Person: Michael Hritz
Address: 6051 Wallace Road, Suite 210
City, State, Zip: Wexford, PA 15090
County: Blair
Township(s): Juniata Township
Receiving Stream(s) and Classification(s): Bobs Creek

ESCGP-1 No.: ESX09-115-0006
Applicant Name: Chief Oil and Gas, LLC
Contact Person: Michael Hritz
Address: 6051 Wallace Road, Suite 210
City, State, Zip: Wexford, PA 15090
County: Susquehanna
Township(s): Lathrop Township
Receiving Stream(s) and Classification(s): Horton Creek

ESCGP-1 No.: 66-09-801
Applicant Name: Chief Oil and Gas, LLC
Contact Person: Michael Hritz
Address: 6051 Wallace Road, Suite 210
City, State, Zip: Wexford, PA 15090
County: Wyoming
Township(s): Nicholson Township
Receiving Stream(s) and Classification(s): Field Brook

ESCGP-1 No.: 41-08-806-1
Applicant Name: Chief Oil and Gas, LLC
Contact Person: Michael Hritz
Address: 6051 Wallace Road, Suite 210
City, State, Zip: Wexford, PA 15090
County: Lycoming
Township(s): Penn Township
Receiving Stream(s) and Classification(s): Sugar Run, Gregs Run

ESCGP-1 No.: ESX09-117-0009
Applicant Name: Seneca Resources Corp.
Contact Person: Doug Kepler
Address: 51 Zents Boulevard
City, State, Zip: Brookville, PA 15825
County: Tioga
Township(s): Covington Township
Receiving Stream(s) and Classification(s): UNT to Elk Run

Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

Washington County Conservation District: 100 West Beau Street, Suite 105, Washington, PA 15301-4447, (724) 228-6774.

ESCGP-1 No. Applicant Name &
Address
County Municipality Receiving
Water/Use
63 09 8 012 Mark West
Liberty Midstream and Resources, LLC
100 Plaza Drive
Suite 102
Atlasburg, PA 15004
Washington Mount Pleasant and Chartiers Townships UNT to Plum Run
WWF
Plum Run
WWF
UNT to Chartiers Creek
WWF
UNT Millers Run
WWF

Northwest Region: Oil and Gas Program Manager, 230 Chestnut Street, Meadville, PA 16335.

ESCGP-1 No.: ESX09-047-0002
Applicant Name: EOG Resources, Inc.
Contact Person: Nathan Wells
Address: 400 Southpointe Boulevard, Suite 300
City: Canonsburg State: PA Zip Code: 15317
County: Elk, McKean Township(s): Jones, Sergeant
Receiving Stream(s) and Classification(s): Naval Hollow Watershed, HQ-CWF

ESCGP-1 No.: ESX09-053-0002
Applicant Name: Pennsylvania General Energy
Contact Person: Amber D. Oyler
Address: 120 Market Street
City: Warren State: PA Zip Code: 16365
County: Forest Township(s): Howe
Receiving Stream(s) and Classification(s); The Branch, HQ-CWF; Two UNT to The Branch, HQ-CWF

ESCGP-1 No.: ESX09-031-0001
Applicant Name: EQT Production
Contact Person: Todd Klaner
Address: 225 North Shore Drive
City: Pittsburgh State: PA Zip Code: 15212
County: Clarion Township(s): Porter
Receiving Stream(s) and Classification(s): Rock Run, CWF; UNT to Redbank Creek, CWF

ESCGP-1 No.: ESX09-031-0002
Applicant Name: EQT Production
Contact Person: Todd Klaner
Address: 225 North Shore Drive
City: Pittsburgh State: PA Zip Code: 15212
County: Clarion Township(s): Elk
Receiving Stream(s) and Classification(s): Judith Run, CWF; Deer Creek, CWF


STORAGE TANKS

SITE-SPECTIFIC INSTALLATION PERMITS


The following Storage Tank Site-Specific Installation Permits, under the authority of the Storage Tank Spill Prevention Act (35 P. S. §§ 6021.304, 6021.504, 6021.1101 and 6021.1102) and under 25 Pa. Code Chapter 245, Subchapter C, have been issued by the Bureau of Waste Management, Director, P. O. Box 8763, Harrisburg, PA 17105-8763.

SSIP
Permit No.
Applicant Name &
Address
County Municipality Tank
Type
Tank
Capacity
09-02-030 Sunoco Partners Marketing and Terminals, LP
525 Fritztown Road
Sinking Spring, PA 19608
Attn: Jed A. Werner
Allegheny O'Hara Township four ASTs storing biodiesel 135,360 gallons total


SPECIAL NOTICES

DRINKING WATER STATE REVOLVING FUND Special Notice


Special Notice under the Federal Safe Drinking Water Act (SDWA); 42 U.S.C. 300f, et seq.

Northeast Region: Water Supply Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711.

Project Location:

Applicant
Applicant Address
County
Aqua Pennsylvania, Inc. White Haven Office
50 East Woodhaven  Drive
White Haven, PA 18661
Luzerne, Lackawanna and Monroe Counties

Project Description: The Pennsylvania Infrastructure Investment Authority, which administers the Commonwealth's State Revolving Fund, is the intended funding source for this project. Aqua Pennsylvania, Inc. proposes the 2009 NE Water Main Replacement Project (PENNVEST No. 35096040901-CW) which includes waterline replacement work in their Tambur-Hex Acres, Elmbrook and Hamilton Water Systems. The Department of Environmental Protection's (Department) review of this water line replacement project and the information received for this project has not identified any significant, adverse environmental impact resulting from this proposal. The Department hereby approves the categorical exclusion.

[Pa.B. Doc. No. 09-1835. Filed for public inspection October 2, 2009, 9:00 a.m.]



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