[36 Pa.B. 2988]
[Saturday, June 17, 2006]
[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 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 free 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 Flood Plain Management Act (32 P. S. § 679.302) and The Clean Streams Law (35 §§ 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 Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
E46-983. Jeffrey M. Gray, 5518 McLeon Station Road, Green Lane, PA 18054, Marlborough Township, Chester County, ACOE Philadelphia District.
To construct and maintain a 12-foot wide, 24-foot span by 3.5-foot high open Bottom Box Bridge and appurtenances, as a driveway access from McLean Station Road across an unnamed tributary of Macoby Run (TSF) to and existing single family dwelling.
The project includes temporary cofferdams and conduits to facilitate bridge construction, will impact approximately 50 linear feet of stream and is located approximately 345 feet southwest of the intersections of McLean Station Road and Geryville Pike in Marlborough Township, Montgomery County (Perkiomenville, PA, Quadrangle N: 20.98 inches; W: 11.72 inches).
The issuance of this permit also constitutes approval of a Water Quality Certification under section 401(a) of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
E46-987. Lower Salford Township, 379 Main Street, Harleysville, PA 19438, Lower Salford Township, Montgomery County, ACOE Philadelphia District.
To construct and maintain an 80-foot long by 8-foot wide by 4.31-foot high pedestrian bridge across the bank of the West Branch of Skippack Creek (TSF) as a part of a community bike and walking trail.
The bridge is located on the Seneko/Marczuk property near the intersection of Upper Mainland and Quarry Roads (Collegeville, PA, USGS Quadrangle, N: 20.5 inches; W: 1.0 inch).
The issuance of this permit also constitutes approval of a Water Quality Certification under section 401(a) of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
E09-892. Department of Transportation, District 6-0, 7000 Geerdes Boulevar, King of Prussia, PA 19406, Durham Township, Bucks County, ACOE Philadelphia District.
To remove two bridges along Lehnenberg Road (SR 406 Section 01B) situated in close proximity to each other at Station 18+05 and 19+67, respectively. Each existing bridge measures 21-foot long and 16-foot wide and each will be replaced with 75-foot long and 24-foot wide structures with similar vertical and horizontal alignment across Rodges Run (TSF). The bridges are located in the vicinity of the intersection of Lehnenberg Road and Mine Hill Road (Reiglesville, PA-NJ USGS Quadrangle N: 13.0 inches; W: 9.80 inches).
The issuance of this permit also constitutes approval of a Water Quality Certification under section 401(a) of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
E15-735. James DiGiuseppe, 7743 Woodly Avenue, Van Nuys, CA 91406, East Coventry Township, Chester County, ACOE Philadelphia District.
To modify and maintain an existing nonjurisdictional dam and to construct and maintain an outfall structure within the 100-year floodplain of a UNT of Pigeon Creek (HQ-TSF). Work will include partially dewatering reservoir; raising the berm height by 2 feet to provide maximum depth of 9.22 feet; constructing a new 20-foot wide concrete rectangular weir at east side; and lowering the height of an existing 8-inch diameter riser pipe at north side for stormwater outfall. The proposed modification will provide stormwater management for an 8-lot residential subdivision.
This permit includes an environmental assessment approval to modify a non-jurisdictional dam as noted. This site is located about 1,600 feet northwest at the intersection of Ellis Woods and Kulp Roads (Phoenixville, PA, USGS Quadrangle N: 11.0 inches, W: 16.5 inches).
The issuance of this permit also constitutes approval of a Water Quality Certification under section 401(a) of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
E15-757. Joseph I. Bishop, 1373 Nathan Hale Drive, Phoenixville, PA 19460, Spring City Borough, Chester County, ACOE Philadelphia District.
To construct and maintain an additional compartment of approximately 125 feet by 200 feet to be attached to an existing building. The additional construction and the existing building are located in the floodway of the Schuylkill River. The work also includes the construction of a parking lot to accommodate 75 cars.
The project site is located approximately 700 feet north of the intersections of Bridge and Main Streets in Spring City Borough, Chester County (Phoenixville, PA, Quadrangle N: 10.54 inches; W: 6.6 inches).
The issuance of this permit also constitutes approval of a Water Quality Certification under section 401(a) of the Federal Water Pollution Control Act (33 U.S.C.A. § 1341(a)).
Northeast Regional Office, Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2511.
E64-259. Wayne County Commissioners, 925 Court Street, Honesdale, PA 18431-1996. Texas Township, Wayne County, Army Corps of Engineers Philadelphia District.
To place fill in 0.27 acre of PEM wetlands and 0.29 acre of open water for the purpose of constructing a county prison facility. The facility is partially located within the mapped floodplain of Indian Orchard Brook (HQ-CWF). The project includes utility line crossings of Indian Orchard Brook and adjacent wetlands (2-inch PVC sanitary sewer, 6-inch DIP water and aerial electric). The permittee is required to provide 0.27 acre of replacement wetlands. The project is located approximately 0.1 mile due east of the intersection of SR 6 (Texas Palmyra Highway) and SR 652 (Beach Lake Highway) (White Mills, PA Quadrangle N: 8.8 inches; W: 11.6 inches). (Subbasin 01B)
E64-258. John E. Marshall, 348 Bethel School Road, Honesdale, PA 18431. Texas Township, Wayne County, Army Corps of Engineers Philadelphia District.
To place fill in a de minimis area of PSS/PEM wetlands equal to 0.03 acre, within the drainage basin of the Lackawaxen River (HQ-CWF), for the purpose of providing a suitable building lot for a commercial business. The project is located on the west side of SR 6, just south of the Honesdale Borough/Texas Township boundary (White Mills, PA Quadrangle N: 10.2 inches; W: 15.9 inches). (Subbasin 01B)
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
E21-374: Upper Allen Township, 100 Gettysburg Pike, Mechanicsburg, PA 17055 in Upper Allen Township, Cumberland County, ACOE Baltimore District.
To remove an existing 27-foot long by 36-inch CMP and to construct and maintain the following:
1. 98 linear feet of 66-inch by 51-inch CMP with baffles depressed 1 foot below the existing streambed elevation in the channel of a UNT to Yellow Breeches Creek resulting in the elimination of 90 linear feet of stream channel at a point 700 feet south of the intersection of Bumble Bee Hollow Road and Old Hollow Road (Lemoyne, PA Quadrangle N: 8.25 inches, W: 5.7 inches; Latitude: 40° 10` 12", Longitude: 76° 59` 12").
2. Eight 15-inch RCP storm sewer outfalls to the channel or left or right floodways of a UNT to Yellow Breeches Creek (CWF) beginning at a point 295 feet north of the intersection of Bumble Bee Hollow Road and SR 2004 (Lemoyne, PA Quadrangle N: 7.3 inches, W: 15.2 inches; Latitude: 40° 09` 56", Longitude: 76° 59` 02") and continuing upstream to a point 190 feet south of the intersection of Bumble Bee Hollow Road and Old Hollow Road (Lemoyne, PA Quadrangle N: 8.4 inches, W: 15.75 inches; Latitude: 40° 10` 18", Longitude: 76° 59` 14").
3. 70 linear feet of channel and stream bank grading immediately downstream of the proposed culvert involving the removal of an existing dam and 105 linear feet of channel and stream bank grading immediately upstream of the proposed culvert (Lemoyne, PA Quadrangle N: 8.25 inches, W: 5.7 inches; Latitude: 40° 10` 12", Longitude: 76° 59` 12").
4. 50 linear feet of R-7 riprap bank protection on the left bank of a UNT to Yellow Breeches Creek immediately upstream of the proposed culvert (Lemoyne, PA Quadrangle N: 8.25 inches, W: 5.7 inches; Latitude: 40° 10` 12", Longitude: 76° 59` 12").
E01-258: Reuben J. Ness, 180 Brickyard Road, New Oxford, PA 17350 in Oxford Township, Adams County, ACOE Baltimore District.
To construct and maintain an access road through a palustrine emergent wetland associated to Pine Run (WWF) at a point west of Route 94 (McSherrystown, PA Quadrangle N: 20.2 inches; W: 3.7 inches; Latitude 39° 51` 40"; Longitude 77° 01` 35") in New Oxford Township, Adams County. The project will permanently impact 0.25 acre of palustrine emergent wetlands. The permittee is required to provide a minimum of 0.50 acre of replacement wetlands onsite adjacent to existing wetlands. The replacement ratio is 2:1 because the applicant started constructing the access road, impacting wetlands, prior to obtaining a permit.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701, (570) 327-3636.
E49-291. City of Sunbury Municipal Authority, 462 South Fourth Street, Sunbury, PA 17801 Outfall, in the City of Sunbury, Northumberland County, ACOE Baltimore District (Sunbury, PA Quadrangle N: 18.5 inches; W: 6.1 inches).
Construct, operate and maintain a 30-inch outfall to Shamokin Creek (WWF). All work associated with the excavation of the flood control levee shall conform to the United States Army Corps of Engineers' requirements as set forth in their approval letter dated May 17, 2006. This project is located at the end of South Fourth Street. This permit was issued under Section 105.13(e) ''Small Projects.'' This permit also includes 401 Water Quality Certification.
Southwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
E02-584. Hanson Aggregates PMA, Inc., 2200 Springfield Pike, Connellsville, PA 15425. To extend existing commercial sand and gravel dredging Permit No. E02-584, authorizing dredging in Allegheny, Armstrong,Beaver and Westmoreland Counties, Pittsburgh ACOE District (starting at East Brady, PA Quadrangle N: 20.9 inches; W: 15.7 inches and ending at East Liverpool North, OH-PA-WV Quadrangle N: 2.2 inches; W: 2.7 inches) and (starting at Latitude: 40° 51` 54"--Longitude: 79° 36` 49" and ending at Latitude: 40° 30` 44" and Longitude: 80° 31` 10"), until June 30, 2006. The site specific currently approved dredging locations are as follows:
Allegheny River
Pool River Miles Municipality County Comments/Restrictions (See Notes) Emsworth None Allegheny 2 None Allegheny 3 15.1 to 15.3
15.5 to 15.55
15.55 to 15.7L
15.7 to 15.9
15.9 to 16.0
16.1 to 16.3
18.7 to 19.5
19.75 to 19.85
21.0 to 21.5L
22.5 to 22.6
22.6 to 22.7L
22.9 to 23.1
Cheswick Borough
Springdale Borough
Plum Borough
Springdale Township
East Deer Township
City of New Kensington
City of Arnold
Brackenridge Borough
Tarentum Borough
Harrison Township
City of Lower Burrell
Allegheny
Allegheny
Allegheny
Allegheny
Allegheny
Westmoreland
Westmoreland
Allegheny
Allegheny
Allegheny
WestmorelandSee Note 4 25.2 to 26.4
26.4 to 26.5R
26.5 to 26.6
26.6 to 26.7R
26.7 to 26.8
26.8 to 27.0L
27.0 to 27.1
27.2 to 27.9R
28.3 to 28.5RHarrison Township
City of Lower Burrell
Allegheny TownshipAllegheny
Westmoreland
Westmoreland5 30.7 to 31.6
31.7 to 32.2
32.9 to 33.0R
33.9 to 34.0L
34.0 to 34.5
34.5 to 35.0Gilpin Township
South Buffalo TownshipArmstrong
ArmstrongSee Note
See Note6 None Armstrong 7 46.5 to 46.6
46.6 to 46.7L
47.1 to 47.2
47.2 to 47.3
47.4 to 47.6R
47.6 to 48.0
48.0 to 48.2L
48.2 to 48.9
49.1 to 49.3L
49.4 to 49.5R
49.5 to 49.6
49.6 to 49.7R
49.7 to 49.8
49.8 to 50.0L
50.0 to 50.1
50.1 to 50.2L
50.3 to 50.4R
51.4 to 51.6
51.6 to 51.7L
51.7 to 52.4
Kittanning Borough
East Franklin Township
Rayburn Township
Boggs Township
Washington Township
Armstrong
Armstrong
Armstrong
Armstrong
ArmstrongSee Note
See Note
See Note
See Note8 52.8 to 53.3L
53.3 to 54.0
54.45 to 54.5R
54.5 to 54.7
58.2 to 58.6RBoggs Township
Pine Township
Washington TownshipArmstrong
Armstrong
ArmstrongSee Note 9 None Notes:
At MP 15.7 to 15.9, no dredging closer than 300 feet from the river wall along the right descending bank.
At MP 32.9, the area authorized for dredging is 1,000 feet upstream of the most upstream point of Murphy's Island to 33.0R.
At MP 33.9 to 34.0, avoid the right descending bank at river mile 33.9 through 34.0.
At MP 47.1, avoid the right descending bank at river mile 47.1.
At MP 47.4, avoid the right descending bank at river mile 47.4.
At MP 47.7, avoid the left descending bank at river mile 47.7.
At MP 48.4, avoid the left descending bank at river mile 48.4.
At MP 54.5, permittee shall provide for daily turbidity testing during dredging and a Microscopic Particulate evaluation (MPE) 2 weeks after the cessation of dredging. The daily turbidity test results are to be submitted to Department of Environmental Protection, Water Supply Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745 on a weekly basis. If the daily turbidity tests indicate an increase in turbidity, permittee may be required to perform additional MPEs during dredging.
General Notes:
''Avoid'' as used in this description is defined as conducting no dredging in the rectangular area formed by the shore, near side of navigation channel and lines drawn 100 feet above a below the mile points specified in the comments/restrictions column interesting the shore and near side of the navigation channel.
''R'' refers to Right Descending Bank and ''L'' refers to Left Descending Bank. These indicate the areas that can be dredged.
Ohio River
Pool River Miles Municipality County Comments/Restrictions (See Notes) Emsworth None Allegheny Dashields None Allegheny Montgomery 17.0 to 18.35
20.6 to 21.6R
21.0 to 21.6L
21.6 to 21.7
21.7 to 21.8L
21.8 to 22.0
22.0 to 21.1L
22.1 to 22.3
22.6 to 22.7L
22.7 to 22.9
22.9 to 23.2L
23.2 to 23.3
23.3 to 23.5R
29.4 to 29.6
29.6 to 29.7R
29.7 to 29.8
29.8 to 30.1L
30.1 to 30.3
30.3 to 30.4L
30.4 to 31.4L
City of Aliquippa
Borough of Ambridge
Baden Borough
Harmony Township
Hopewell Township
Conway Borough
Economy Borough
Center Township
Monaca Borough
Freedom Borough
Industry Borough
Potter Township
Beaver See Note New Cumberland 32.2 to 32.5
32.5 to 32.6L
32.6 to 33.0
33.0 to 33.1R
33.8 to 33.9
34.1 to 34.2
34.2 to 34.3R
35.5 to 36.0
36.5 to 37.4R
37.4 to 37.9R
38.0 to 38.5
38.6 to 38.7
38.7 to 38.95L
38.95 to 39.25
39.25 to 39.35L
39.35 to 39.5
Shippingport Borough
Industry borough
Raccoon Township
Midland Borough
Greene Township
Ohioville Borough
Georgetown BoroughBeaver See Note Notes:
At MP 21.0 to 21.1L, minimum 250 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 21.3 to 21.4L, minimum 250 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 21.4 to 21.6L, minimum 200 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 37.4 to 37.9R, Dredging is authorized for right descending bank main channel only.
General Notes:
''Avoid'' as used in this description is defined as conducting no dredging in the rectangular area formed by the shore, near side of navigation channel and lines drawn 100 feet above a below the mile points specified in the comments/restrictions column interesting the shore and near side of the navigation channel.
''R'' refers to Right Descending Bank and ''L'' refers to Left Descending Bank. These indicate the areas that can be dredged.
E02-919. Tri-State River Products, Inc., P. O. Box 218, 334 Insurance Street, Beaver, PA 15009-0218. To extend existing commercial sand and gravel dredging Permit E02-919 authorizing dredging in Allegheny, Armstrong, Beaver and Westmoreland Counties, Pittsburgh ACOE District (starting at East Brady, PA Quadrangle N: 20.9 inches; W: 15.7 inches and ending at East Liverpool North, OH-PA-WV Quadrangle N: 2.2 inches; W: 2.7 inches) and (starting at Latitude: 40° 51` 54"--Longitude: 79° 36` 49" and ending at Latitude: 40° 30` 44" and Longitude: 80° 31` 10"), until June 30, 2006. The site specific currently approved dredging locations are as follows:
Allegheny River
Pool River Miles Municipality County Comments/Restrictions (See Notes) Emsworth None Allegheny 2 None Allegheny 3 15.1 to 15.3
15.5 to 15.55
15.55 to 15.7L
15.7 to 15.9
15.9 to 16.0
16.1 to 16.3
18.7 to 19.5
19.75 to 19.85
21.0 to 21.5L
22.5 to 22.6
22.6 to 22.7L
22.9 to 23.1Cheswick Borough
Springdale Borough
Plum Borough
Springdale Township
East Deer Township
City of New Kensington
City of Arnold
Brackenridge Borough
Tarentum Borough
Harrison Township
City of Lower BurrellAllegheny
Allegheny
Allegheny
Allegheny
Allegheny
Westmoreland
Westmoreland
Allegheny
Allegheny
Allegheny
Westmoreland
See Note 4 25.2 to 26.4
26.4 to 26.5R
26.5 to 26.6
26.6 to 26.7R
26.7 to 26.8
26.8 to 27.0L
27.0 to 27.1
27.2 to 27.9R
28.3 to 28.5R
Harrison Township
City of Lower Burrell
Allegheny TownshipAllegheny
Westmoreland
Westmoreland5 30.7 to 31.6
31.7 to 32.2
32.9 to 33.0R
33.9 to 34.0L
34.0 to 34.5
34.5 to 35.0
Gilpin Township
South Buffalo TownshipArmstrong
ArmstrongSee Note
See Note6 None Armstrong 7 46.5 to 46.6
46.6 to 46.7L
47.1 to 47.2
47.2 to 47.3
47.4 to 47.6R
47.6 to 48.0
48.0 to 48.2L
48.2 to 48.9
49.1 to 49.3L
49.4 to 49.5R
49.5 to 49.6
49.6 to 49.7R
49.7 to 49.8
49.8 to 50.0L
50.0 to 50.1
50.1 to 50.2L
50.3 to 50.4R
51.4 to 51.6
51.6 to 51.7L
51.7 to 52.4Kittanning Borough
East Franklin Township
Rayburn Township
Boggs Township
Washington TownshipArmstrong
Armstrong
Armstrong
Armstrong
ArmstrongSee Note
See Note
See Note
See Note8 52.8 to 53.3L
53.3 to 54.0
54.45 to 54.5R
54.5 to 54.7
58.2 to 58.6RBoggs Township
Pine Township
Washington TownshipArmstrong
Armstrong
ArmstrongSee Note 9 None Notes:
At MP 15.7 to 15.9, no dredging closer than 300 feet from the river wall along the right descending bank.
At MP 32.9, the area authorized for dredging is 1,000 feet upstream of the most upstream point of Murphy's Island to 33.0R.
At MP 33.9 to 34.0, avoid the right descending bank at river mile 33.9 through 34.0.
At MP 47.1, avoid the right descending bank at river mile 47.1.
At MP 47.4, avoid the right descending bank at river mile 47.4.
At MP 47.7, avoid the left descending bank at river mile 47.7.
At MP 48.4, avoid the left descending bank at river mile 48.4.
At MP 54.5, permittee shall provide for daily turbidity testing during dredging and a Microscopic Particulate evaluation (MPE) 2 weeks after the cessation of dredging. The daily turbidity test results are to be submitted to Department of Enviormental Protection, Water Supply Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745 on a weekly basis. If the daily turbidity tests indicate an increase in turbidity, permittee may be required to perform additional MPEs during dredging.
General Notes:
''Avoid'' as used in this description is defined as conducting no dredging in the rectangular area formed by the shore, near side of navigation channel and lines drawn 100 feet above a below the mile points specified in the comments/restrictions column interesting the shore and near side of the navigation channel.
''R'' refers to Right Descending Bank and ''L'' refers to Left Descending Bank. These indicate the areas that can be dredged.
Ohio River
Pool River Miles Municipality County Comments/Restrictions (See Notes) Emsworth None Allegheny Dashields None Allegheny Montgomery 17.0 to 18.35
20.6 to 21.6R
21.0 to 21.6L
21.6 to 21.7
21.7 to 21.8L
21.8 to 22.0
22.0 to 21.1L
22.1 to 22.3
22.6 to 22.7L
22.7 to 22.9
22.9 to 23.2L
23.2 to 23.3
23.3 to 23.5R
29.4 to 29.6
29.6 to 29.7R
29.7 to 29.8
29.8 to 30.1L
30.1 to 30.3
30.3 to 30.4L
30.4 to 31.4L
City of Aliquippa
Borough of Ambridge
Baden Borough
Harmony Township
Hopewell Township
Conway Borough
Economy Borough
Center Township
Monaca Borough
Freedom Borough
Industry Borough
Potter Township
Beaver See Note New Cumberland 32.2 to 32.5
32.5 to 32.6L
32.6 to 33.0
33.0 to 33.1R
33.8 to 33.9
34.1 to 34.2
34.2 to 34.3R
35.5 to 36.0
36.5 to 37.4R
37.4 to 37.9R
38.0 to 38.5
38.6 to 38.7
38.7 to 38.95L
38.95 to 39.25
39.25 to 39.35L
39.35 to 39.5
Shippingport Borough
Industry borough
Raccoon Township
Midland Borough
Greene Township
Ohioville Borough
Georgetown Borough
Beaver See Note Notes:
At MP 21.0 to 21.1L, minimum 250 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 21.3 to 21.4L, minimum 250 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 21.4 to 21.6L, minimum 200 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 37.4 to 37.9R, Dredging is authorized for right descending bank main channel only.
General Notes:
''Avoid'' as used in this description is defined as conducting no dredging in the rectangular area formed by the shore, near side of navigation channel and lines drawn 100 feet above a below the mile points specified in the comments/restrictions column interesting the shore and near side of the navigation channel.
''R'' refers to Right Descending Bank and ''L'' refers to Left Descending Bank. These indicate the areas that can be dredged.
E02-1326. Glacial Sand and Gravel Company, P. O. Box 1022, Kittanning, PA 16201-1022. To extend existing commercial sand and gravel dredging Permit E02-1326 authorizing dredging in Allegheny, Armstrong, Beaver and Westmoreland Counties, Pittsburgh ACOE District (starting at East Brady, PA Quadrangle N: 20.9 inches; W: 15.7 inches and ending at East Liverpool North, OH-PA-WV Quadrangle N: 2.2 inches; W: 2.7 inches) and (starting at Latitude: 40° 51` 54"--Longitude: 79° 36` 49" and ending at Latitude: 40° 30` 44" and Longitude: 80° 31` 10"), until June 30, 2006. The site specific currently approved dredging locations are as follows:
Allegheny River
Pool River Miles Municipality County Comments/Restrictions (See Notes) Emsworth None Allegheny 2 None Allegheny 3 15.1 to 15.3
15.5 to 15.55
15.55 to 15.7L
15.7 to 15.9
15.9 to 16.0
16.1 to 16.3
18.7 to 19.5
19.75 to 19.85
21.0 to 21.5L
22.5 to 22.6
22.6 to 22.7L
22.9 to 23.1
Cheswick Borough
Springdale Borough
Plum Borough
Springdale Township
East Deer Township
City of New Kensington
City of Arnold
Brackenridge Borough
Tarentum Borough
Harrison Township
City of Lower BurrellAllegheny
Allegheny
Allegheny
Allegheny
Allegheny
Westmoreland
Westmoreland
Allegheny
Allegheny
Allegheny
Westmoreland
See Note 4 25.2 to 26.4
26.4 to 26.5R
26.5 to 26.6
26.6 to 26.7R
26.7 to 26.8
26.8 to 27.0L
27.0 to 27.1
27.2 to 27.9R
28.3 to 28.5RHarrison Township
City of Lower Burrell
Allegheny TownshipAllegheny
Westmoreland
Westmoreland5 30.7 to 31.6
31.7 to 32.2
32.9 to 33.0R
33.9 to 34.0L
34.0 to 34.5
34.5 to 35.0Gilpin Township
South Buffalo TownshipArmstrong
ArmstrongSee Note
See Note6 None Armstrong 7 46.5 to 46.6
46.6 to 46.7L
47.1 to 47.2
47.2 to 47.3
47.4 to 47.6R
47.6 to 48.0
48.0 to 48.2L
48.2 to 48.9
49.1 to 49.3L
49.4 to 49.5R
49.5 to 49.6
49.6 to 49.7R
49.7 to 49.8
49.8 to 50.0L
50.0 to 50.1
50.1 to 50.2L
50.3 to 50.4R
51.4 to 51.6
51.6 to 51.7L
51.7 to 52.4
Kittanning Borough
East Franklin Township
Rayburn Township
Boggs Township
Washington TownshipArmstrong
Armstrong
Armstrong
Armstrong
ArmstrongSee Note
See Note
See Note
See Note8 52.8 to 53.3L
53.3 to 54.0
54.45 to 54.5R
54.5 to 54.7
58.2 to 58.6RBoggs Township
Pine Township
Washington TownshipArmstrong
Armstrong
ArmstrongSee Note 9 None Notes:
At MP 15.7 to 15.9, no dredging closer than 300 feet from the river wall along the right descending bank.
At MP 32.9, the area authorized for dredging is 1,000 feet upstream of the most upstream point of Murphy's Island to 33.0R.
At MP 33.9 to 34.0, avoid the right descending bank at river mile 33.9 through 34.0.
At MP 47.1, avoid the right descending bank at river mile 47.1.
At MP 47.4, avoid the right descending bank at river mile 47.4.
At MP 47.7, avoid the left descending bank at river mile 47.7.
At MP 48.4, avoid the left descending bank at river mile 48.4.
At MP 54.5, permittee shall provide for daily turbidity testing during dredging and a Microscopic Particulate evaluation (MPE) 2 weeks after the cessation of dredging. The daily turbidity test results are to be submitted to Department of Environmental Protection, Water Supply Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745 on a weekly basis. If the daily turbidity tests indicate an increase in turbidity, permittee may be required to perform additional MPEs during dredging.
General Notes:
''Avoid'' as used in this description is defined as conducting no dredging in the rectangular area formed by the shore, near side of navigation channel and lines drawn 100 feet above a below the mile points specified in the comments/restrictions column interesting the shore and near side of the navigation channel.
''R'' refers to Right Descending Bank and ''L'' refers to Left Descending Bank. These indicate the areas that can be dredged.
Ohio River
Pool River Miles Municipality County Comments/Restrictions (See Notes) Emsworth None Allegheny Dashields None Allegheny Montgomery 17.0 to 18.35
20.6 to 21.6R
21.0 to 21.6L
21.6 to 21.7
21.7 to 21.8L
21.8 to 22.0
22.0 to 21.1L
22.1 to 22.3
22.6 to 22.7L
22.7 to 22.9
22.9 to 23.2L
23.2 to 23.3
23.3 to 23.5R
29.4 to 29.6
29.6 to 29.7R
29.7 to 29.8
29.8 to 30.1L
30.1 to 30.3
30.3 to 30.4L
30.4 to 31.4L
City of Aliquippa
Borough of Ambridge
Baden Borough
Harmony Township
Hopewell Township
Conway Borough
Economy Borough
Center Township
Monaca Borough
Freedom Borough
Industry Borough
Potter TownshipBeaver See Note New Cumberland 32.2 to 32.5
32.5 to 32.6L
32.6 to 33.0
33.0 to 33.1R
33.8 to 33.9
34.1 to 34.2
34.2 to 34.3R
35.5 to 36.0
36.5 to 37.4R
37.4 to 37.9R
38.0 to 38.5
38.6 to 38.7
38.7 to 38.95L
38.95 to 39.25
39.25 to 39.35L
39.35 to 39.5
Shippingport Borough
Industry Borough
Raccoon Township
Midland Borough
Greene Township
Ohioville Borough
Georgetown BoroughBeaver See Note Notes:
At MP 21.0 to 21.1L, minimum 250 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 21.3 to 21.4L, minimum 250 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 21.4 to 21.6L, minimum 200 feet setback from normal pool shoreline. The 150 feet setback from 6-foot contour still applies.
At MP 37.4 to 37.9R, Dredging is authorized for right descending bank main channel only.
General Notes:
''Avoid'' as used in this description is defined as conducting no dredging in the rectangular area formed by the shore, near side of navigation channel and lines drawn 100 feet above a below the mile points specified in the comments/restrictions column interesting the shore and near side of the navigation channel.
''R'' refers to Right Descending Bank and ''L'' refers to Left Descending Bank. These indicate the areas that can be dredged.
E02-1467. Slade Landscaping and Garden Center, P. O. Box 2095, Warrendale, PA 15086. To maintain an existing bridge and construct a sewer line in Marshal Township, Allegheny County, Pittsburgh ACOE District. (Mars, PA Quadrangle N: 5.52 inches; W: 11.62 inches and Latitude: 40° 38` 20"--Longitude: 80° 05` 01"). To widen, operate and maintain the existing bridge having a span of 23.0 feet with a minimum underclearance of 10.5 feet across the channel of Brush Creek (WWF) to provide access to the Slade Landscaping and Garden Center. The project is located on the south side of Northgate Drive, approximately 1,700 feet west from the intersection of Northgate Drive and Mt. Pleasant Road and will impact 32.0 feet of stream. This permit also authorizes the construction and maintenance of a 6-inch diameter sewer line through a wetland adjacent to said stream, a 15-inch diameter outfall structure and the operation and maintenance of the existing concrete block wall and shed along the left bank of said stream.
E02-1512. Echo Richland Associates, LP, 701 Alpha Drive, Pittsburgh, PA 15238. To construct a culvert in Richland Township, Allegheny County, Pittsburgh ACOE District. (Valencia, PA Quadrangle N: 2.93 inches; W: 9.21 inches and Latitude: 40° 38` 28"--Longitude: 79° 56` 29"). To construct and maintain an approximately 90-foot long culvert having a span of 12.0 feet with an underclearance of 6.25 feet, in the channel of West Branch Deer Creek (CWF), located on Grandview Crossing Drive, to place and maintain fill in 0.08 acre of wetlands and to place and maintain fill in a total of approximately 730 linear feet of stream channel (490 feet of UNT 2 and 240 feet of UNT 2A) for the purpose of constructing the Grandview Crossing Shopping Plaza. The project is located on the west side of SR 8, just west from the intersection of SR 8 and Grandview Drive, and will impact 0.08 acre of wetlands and 820 linear feet of stream channel. To compensate for the unavoidable environmental impacts, the permittee will construct, onsite, 0.10 acre of PEM/PSS wetland and revegetate the riparian corridor along approximately 980 feet of West Branch Deer Creek, just below the project area.
E26-333. Brownsville Township Supervisors, 103 Barnett Avenue, Brownsville, PA 15417. To construct a box culvert in Brownsville and Redstone Townships, Fayette County, Pittsburgh ACOE District. (Fayette City, PA Quadrangle N: 4.1 inches; W: 15.6 inches and Latitude: 40° 01` 21"--Longitude: 79° 51` 41"). To remove the existing structure and to construct and maintain a 55-ft long box culvert, having a waterway opening of 15-foot wide by 7-foot high (invert depressed 1-foot with baffles) in a UNT to Redstone Creek (WWF) to carry T-665 (Lynn/Braznell Road) over this watercourse.
Northwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
E10-396, Jerome Oliver, Delwood Road Butler, PA 16001. Safe and Sound Self-Storage in Butler Township, Butler County. ACOE Pittsburgh District (Mt. Chestnut, PA Quadrangle N: 0.75 inches; W: 1.80 inches).
The applicant proposes to: 1) fill 0.009 acre of PEM wetlands for the construction of a self-storage facility adjacent to SR 422 approximately 0.5 miles east of the intersection of SR 422 and Route 8; 2) enclose approximately 57 feet of stream channel of a UNT to Connoquenessing Creek and fill approximately 0.02 acre of PEM wetlands for construction of a minor road crossing; and 3) extend the SR 422 culvert enclosing 165 feet of stream channel of a UNT to Connoquenessing Creek with a drainage area of less than 100 acres. UNTs to Connoquenessing Creek are classified as WWF. The project proposes to directly affect 0.029 acre of PEM wetlands and 222 feet of stream channel.
STORAGE TANKS SITE-SPECIFIC 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--6021.1102) and under 25 Pa. Code Chapter 245, Subchapter C, have been issued by the Bureau of Land Recycling and Waste Management, Director, P. O. Box 8763, Harrisburg, PA 17105-8763.
SSIP Permit No. Applicant Name &
AddressCounty Municipality Tank Type Tank Capacity 06-25-002 Lake Erie Biofuels, LLC
1540 East Lake Road
Erie, PA 16511
Attn: Brad Davis
Erie Erie City Nine ASTs storing regulated substances 224,477 gallons total
SPECIAL NOTICES
Certification to Perform Radon-Related Activities in this Commonwealth In the month of May 2006 the Department of Environmental Protection, under the Radon Certification Act (63 P. S. §§ 2001--2014) and regulations promulgated thereunder at 25 Pa. Code Chapter 240, has certified the following persons to perform radon-related activities in this Commonwealth. The period of certification is 2 years. For a complete list of persons currently certified to perform radon-related activities in this Commonwealth and for information as to the specific testing devices that persons certified for testing or laboratory are certified to use, contact the Bureau of Radiation Protection, Radon Division, P. O. Box 8469, Harrisburg, PA 17105-8469, (800) 23RADON.
Name Address Type of Certification Robert Beattie 851 Bangor Road
Nazareth, PA 18064Testing James Bistline 61 Sunset Drive
Carlisle, PA 17013Testing Patrick Borkowski 1341 North Delaware Avenue
Suite 205
Philadelphia, PA 19125Testing Anthony Burghezi 811 Green Valley Drive
Philadelphia, PA 19128Testing Edward Cummins 429 Schuylkill Road
Phoenixville, PA 19460Testing Kevin Deppe P. O. Box 987
Cherryville, PA 18035Testing Enviroquest, Inc. 1738 North Third Street
Harrisburg, PA 17102Mitigation Paul Fletcher
Alpha Energy Labs2501 Mayes Road
Suite 100
Carrollton, TX 75006Laboratory Sharon Gardner 125 N. Railroad Street
Hughesville, PA 17737Testing Adam Ginocchi 407 Jenny Lane
New Castle, PA 16101Testing Vilas Godbole 6314 Hilltop Drive
Brookhaven, PA 19015Mitigation Nick Hindley 214 Ninth Street
Honesdale, PA 18431Testing House-Check P. O. Box 731
Valley Forge, PA 19482Testing Leonard Kelsey
Radon Specialists, Inc.134 Broad Street
Suite 3
Stroudsburg, PA 18360Mitigation Robert Kerecz 451 North Sixth Street
Allentown, PA 18102Testing Stephen Lybrand 1227 Tyler Avenue
Phoenixville, PA 19460Testing Michael Maberry 1110 Indian Drive
Auburn, PA 17922Frank Marsico 504 Woodcrest Drive
Mechanicsburg, PA 17050Testing Surekha Paunikar
Alpha Environmental, Inc.2048 Carmel Drive
Jamison, PA 18929Testing Edward Schluth 242 Newtown Road
Warminster, PA 18974Testing Jon Shaffer 1115 Cornell Street
Pittsburgh, PA 15212Mitigation Cesare Sportelli 750 Washington Street
Easton, PA 18042Testing Gregory Stewart
G.J. Stewart5 Franklin Street
Pittsburgh, PA 15209Mitigation Bradford Whitely 516 Broad Street
Montoursville, PA 17754Testing Robert Wills 877 Williams Place
Warminster, PA 18924Testing
Drinking Water State Revolving Fund
Special notice under the Federal Safe Drinking Water Act
Northeast Region: Water Supply Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Project Location:
Applicant Applicant Address County Easton Suburban Water Authority 3700 Hartley Avenue
Easton, PA 18045Northampton Project Description: The Pennsylvania Infrastructure Investment Authority, which administers the Commonwealth's State Revolving Fund, is intended to be the funding source for this project. The Easton Suburban Water Authority proposes the construction of a new booster pumping station, new water storage tank and installation of distribution/transmission main piping throughout the system. This project is known as the 15th Street Service Level Improvement Project, Pennvest Project No. ME 80145. The Department of Environmental Protection's (Department) review of the project and the information received in the Environmental Report for the project has not identified any significant, adverse environmental impact resulting from this proposal. The Department hereby approves the Environmental Assessment.
[Pa.B. Doc. No. 06-1077. Filed for public inspection June 16, 2006, 9:00 a.m.]
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