[36 Pa.B. 2178]

[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.

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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).

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   Permits, Environmental Assessments and 401 Water Quality Certifications Issued

WATER OBSTRUCTIONS AND ENCROACHMENTS

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

   E40-647. William James, R. R. 1, Box 291, Sutton Creek Road, West Pittston, PA 18640. Exeter Township, Luzerne County, Army Corps of Engineers Baltimore District.

   To maintain fill that was placed in 0.16 acre of PEM/POW wetlands for the purpose of constructing a horse stable/barn. The permittee is required to provide for 0.31 acre of replacement wetlands by participating in the Pennsylvania Wetland Replacement Project. The project is located along the south side of Sutton Creek Road, approximately 2.0 miles west of SR 0092 (Ransom, PA Quadrangle N:  3.0 inches; W:  14.3 inches) (Subbasin 4G).

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701, (570) 327-3636.

   E14-484. Houtzdale Municipal Authority, 561 Kirk Street, Houtzdale, PA 16651-1209. Moshannon Creek and Henderson Area Water System Improvements Rush Township, Centre County, ACOE Baltimore District (Houtzdale, PA Quadrangle N:  6.92 inches; W:  12.85 inches).

   To construct, operate and maintain a surface water intake, raw water transmission lines and treated drinking water distribution lines to extend and supplement the Houtzdale Municipal Authority's existing public drinking water supplies. Construction of the surface water intake, raw water transmission lines and treated drinking water distribution lines will result in a raw water transmission line crossing Moshannon Creek. All raw water transmission and treated drinking water distribution lines shall be installed beneath streambeds so there will be a minimum of 3 feet of cover between the top of the pipe and the lowest point in the streambed or concrete encased. Trench plugs or clay dikes shall be used at every waterway and wetland crossing to ensure the existing hydrology is not altered. Construction of the surface water intake and monitoring weir shall be conducted during stream low flow and in dry work conditions by dams and pumping or fluming stream flow around work area. Since Moshannon Creek is a wild trout stream, no construction or future repair work of the surface intake and monitoring weir shall be done in or along the stream channel between October 1 and December 31 without the prior written approval of the Fish and Boat Commission. The project is located along eastern right-of-way of SR 0153 approximately 1.2 miles east of Woodward Township (Clearfield County) Road T-650 and SR 0153.

   E53-410. Potter County Conservation District, 107 Market Street, Coudersport, PA 16915, Genesee River Stabilization Project (Perry-Cornell-Slawson Site) in Genesee Township, Potter County, ACOE Pittsburgh District (Ulysses, PA Quadrangle N:  18.5 inches; W:  15.0 inches).

   To restore a reach of the Genesee River by constructing, operating and maintaining a minimum of four rock straight vanes, four root-wads and 175 feet of rock toe protection for the stabilization of 480 feet of eroded stream bank. All in-stream activity and structures shall be constructed in minimum stream flow conditions needed to establish stream centerline, as well as from the stream bank to the fullest extent possible. Since the Genesee River is a stock trout fishery, no construction of future repair work shall done in or along the stream channel between March 1 and June 15 without the prior written approval of the Fish and Boat Commission. The project is located along the eastern right-of-way of SR 0449 approximately 1,200 feet north of Township Road 411 and SR 0449 intersection near the Village of Hickox.

   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 reissue and amend commercial sand and gravel dredging permit 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"). To extend existing permit E02-584, which authorizes commercial sand and gravel dredging in select areas of Allegheny River (WWF) and Ohio River (WWF), subject to review of mussel surveys and prescribed setbacks in Allegheny, Armstrong, Beaver and Westmoreland Counties, until May 31, 2006, and to amend the permit to include Allegheny River Mile Points 26.8 to 26.4 right descending bank, in Harrison Township, Allegheny County, and 26.4 to 26.7 left descending bank, in Allegheny Township, Westmoreland County, and Ohio River Mile Points 19.2 to 20.2 right descending bank, in Baden Borough, Beaver County, and 26.2 to 27.2 in Beaver and Vanport Boroughs, and Center and Potter Townships, Beaver County. 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 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 Township	Allegheny Westmoreland Westmoreland
5	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 Township	Armstrong Armstrong	See Note See Note
6	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 Armstrong	See Note   See Note See Note   See Note
8	52.8 to 53.3L 53.3 to 54.0 54.45 to 54.5R 54.5 to 54.7 58.2 to 58.6R	Boggs Township Pine Township Washington Township	Armstrong Armstrong Armstrong	See 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 MP32.9, 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) two weeks after the cessation of dredging. The daily turbidity test results are to be submitted to DEP, 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.

   E02-919. Tri-State River Products, Inc., P. O. Box 218, 334 Insurance Street, Beaver, PA 15009-0218. To reissue and amend commercial sand and gravel dredging permit 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"). To extend existing Permit E02-919, which authorizes commercial sand and gravel dredging in select areas of the Allegheny River (WWF) and Ohio River (WWF), subject to review of mussel surveys and prescribed setbacks in Allegheny, Armstrong, Beaver and Westmoreland Counties, until May 31, 2006, and to amend the permit to include Ohio River Mile Points 19.2 to 20.2 right descending bank, in Baden Borough, Beaver County, and 26.2 to 27.2 in Beaver and Vanport Boroughs, and Center and Potter Townships, Beaver County. 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 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 Township	Allegheny Westmoreland Westmoreland
5	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 Township	Armstrong Armstrong	See Note See Note
6	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 Armstrong	See Note   See Note See Note   See Note
8	52.8 to 53.3L 53.3 to 54.0 54.45 to 54.5R 54.5 to 54.7 58.2 to 58.6R	Boggs Township Pine Township Washington Township	Armstrong Armstrong Armstrong	See 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 MP32.9, 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) two weeks after the cessation of dredging. The daily turbidity test results are to be submitted to DEP, 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 reissue and amend commercial sand and gravel dredging permit 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"). To extend existing Permit E02-1326, which authorizes commercial sand and gravel dredging in select areas of the Allegheny River (WWF), subject to review of mussel surveys and prescribed setbacks in Allegheny, Armstrong, and Westmoreland Counties, until May 31, 2006, and to amend the permit to include Allegheny River Mile Points 26.8 to 26.4 right descending bank, in Harrison Township, Allegheny County and 26.4 to 26.7 left descending bank, in Allegheny Township, Westmoreland County. 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 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 Township	Allegheny Westmoreland Westmoreland
5	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 Township	Armstrong Armstrong	See Note See Note
6	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 Armstrong	See Note   See Note See Note   See Note
8	52.8 to 53.3L 53.3 to 54.0 54.45 to 54.5R 54.5 to 54.7 58.2 to 58.6R	Boggs Township Pine Township Washington Township	Armstrong Armstrong Armstrong	See 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 MP32.9, the area authorized for dredging is 1000 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) two weeks after the cessation of dredging. The daily turbidity test results are to be submitted to DEP, 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.

   E32-472. Department of Transportation, Engineering District 10-0, P. O. Box 429, Indiana, PA 15701. To construct a culvert in Montgomery Township, Indiana County, Pittsburgh ACOE District. (Burnside, PA Quadrangle N:  1.6 inches; W:  16.0 inches and Latitude: 40° 45` 32"--Longitude: 78° 52` 02"). To remove the existing structure and to construct and maintain a 45.0 ft. long, single cell, 1.0 ft. depressed, 9.0-foot span by 8.0-foot high precast concrete box culvert; relocate and maintain approximately 100 ft. of upstream and 200 ft. of downstream of the culvert and to place and maintain fill in 0.072 acre of (PEM/PSS, EV) wetland; and to construct and maintain 0.16 of replacement (PEM/PSS) wetland adjacent to the downstream stream relocation in Cush Creek (CWF) for the purpose of improving transportation safety and roadway standards. The project is located on SR 286.

   Northwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

   E43-329, Borough of Grove City, 123 W. Main St., P. O. Box 110, Grove City, PA 16127-4414. Grove City Regional Airport Obstruction Removal and Hanger Expansion Project, in Springfield Township, Mercer County, ACOE Pittsburgh District (Mercer, PA Quadrangle N:  41° 08` 46"; W:  80° 10` 04").

   To conduct the following activities as part of the obstruction removal and expansion project at the Grove City Regional Airport located north of SR 208 and west of SR 258.

   1.  To impact a total of 850 feet of a tributary to Black Run (CWF) currently flowing east along the south side of the runway by enclosing it within approximately 370 feet of 48-inch diameter polyethylene pipe to outlet to existing wetlands southeast of the glider landing area located south of the runway.

   2.  To fill a total of 0.1 acre of wetland (PEM) for construction of new hangars south of the runway and east of the terminal.

   The project includes creation of 0.13 acre of replacement wetland on airport property.

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

   EA30-002. Stream Restoration Incorporated, 3016 Unionville Road, Cranberry Township, PA 16066. To maintain a passive mine drainage system in the Mathews Restoration Area in Dunkard Township, Greene County, Pittsburgh ACOE District (Morgantown North, PA Quadrangle N:  22.3 inches; W:  12.8 inches and Latitude: 39° 44` 52"--Longitude: 79° 57` 58"). To construct and maintain a passive, acid mine drainage treatment system, to treat the drainage discharges emanating from the Mathews property. The project will affect a reported 0.70 acre of the PEM wetland and 215 feet of a UNT of Dunkard Creek (WWF) with the construction of the collection-system design, which includes a forebay, vertical flow ponds, hybrid horizonal/vertical flow ponds, settling ponds, an oxidation precipitation channel, a horizonal flow limestone bed, and approximately 0.75 acre of aerobic wetlands. The project site is on SR 2004, approximately 1,600 feet from its intersection with SR 2011.

SPECIAL NOTICES

Categorical Exclusions

   Southcentral Region, 909 Elmerton Avenue, Harrisburg, PA 17110,(717) 705-4707.

   Location: City of Lancaster, 120 North Duke Street, P. O. Box 1599, Lancaster, PA 17608-1599.

   Description: The Pennsylvania Infrastructure Investment Authority which administers the Commonwealth's State Revolving Fund is the intended funding source for this wastewater facility's improvement project. The City of Lancaster's proposed project will construct a combined sewer overflow related bypass at the City's wastewater treatment facility located at 1220 New Danville Pike in Lancaster Township and will provide separate sanitary and storm sewers for portions of the Armstrong World Industries Floor Plant Site and neighboring North Charlotte Street, Lincoln Avenue, Stephens Street and Water Street. The Department of Environmental Protection's (Department) review of this proposed project has not identified any significant adverse environmental impact, which would result from this proposed project. The Department hereby categorically excludes this project from further review under the State Environmental Review Process.

   Northeast Regional Office, Water Management Program Manager, 2 Public Square, Willkes-Barre, PA 18711.

   Location: Borough of Clarks Summit, Lackawanna Co., 304 South State Street, Clarks Summit, PA 18411.

   Description: Clarks Summit Borough proposes to replace sanitary sewer lines which run along the Canadian Pacific Railway between Knapp and Winola Roads within the Borough. The Pennsylvania Infrastructure Investment Authority, which administers the Commonwealth's State Revolving Fund, is intended to be the funding source for this project. The Department of Environmental Protection's (Department) review of the project and the information received has not identified any significant, adverse environmental impact resulting from this proposal. The Department hereby categorically excludes this project from the State Environmental Review Process.

[Pa.B. Doc. No. 06-758. Filed for public inspection May 5, 2006, 9:00 a.m.]

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