US Army Corps of Engineers
Alaska District

Public Notice Manager

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Archive: 2018
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  • POA-2018-00262

    Expiration date: 8/7/2018

    City of Dillingham, POC Tod Larson, stated purpose is to replace the thirty year old float system in the Dillingham Small Boat Harbor in order to continue operation. PROPOSED WORK: Remove six 18-inch diameter steel anchor pipe piles securing the existing removable float systems using vibratory hammer extraction. Install approximately 90 sheet piles total, including 50 below high tide line (HTL), using avibratory hammer at three locations to form sheetpile abutments that would serve as supports for the new catwalks. The toe of Ramp 1 and most of the sheet piles for Ramp 3 would be installed below HTL and the rest of the sheet piles would be above HTL. Install 17 new steel 30-inch diameter anchor piles using vibratory and impact (if required) driving to support the new dock floats. Gangways, catwalks, and floats would support water utility lines for seasonal potable water and fire service. New utility connections would be made in the adjacent uplands. Discharge 90 cubic yards (CY) total, including 40 CY into 0.01-acres below HTL, to construct access ramps to the new float systems. Please contact Jason Brewer at (907) 753-2823, toll free from within Alaska at (800) 478-2712, by fax at (907) 753-5567, or by email at Jason.D.Brewer@usace.army.mil if further information is desired concerning this notice.

  • POA-2018-00207

    Expiration date: 7/25/2018

    Erik Boraas, with Trail Mix Inc., P.O. Box 35693, Juneau, AK 99803, states that the project purpose is to re-locate an existing gravel surfaced trail from the Mendenhall River intertidal zone to above the high tide to allow year round access to the Mendenhall Refuge. Proposed work includes authorization to place 450 cubic yards (CY) of shot rock and 100 CY of Class I riprap fill material into 0.46 acres below the High Tide Line (approximate elevation +20.6 feet above the 0.0 foot contour) (HTL) and the Mean High Water mark (approximate elevation +15.3 feet above the 0.0 foot contour) (MHW) to relocate an existing trail. All work would be performed in accordance with the enclosed plan sheets 1 – 5, dated May 02, 2018. The project site is located within Section 36, T. 40 S., R. 65 E., Copper River Meridian; USGS Quad Map Juneau B-2; Latitude 58.361844º N., Longitude 134.625783º W.; Mendenhall Wetlands State Game Refuge, end of Industrial Boulevard, Juneau, Alaska. Please contact Randal Vigil at (907) 790-4490, or by email at Randal.P.Vigil@usace.army.mil if further information is desired concerning this notice.

  • POA-2010-00579-M1

    Expiration date: 7/24/2018

    Native Village of Kwinhagak, POC: Transportation Director, Dave Forbes is proposing to finish the Carter Subdivision road by placing 1,021 cubic yards of gravel fill material into 0.24 acre (264 linear feet). All work would be performed in accordance with the enclosed plan (sheets 1-2), dated September 2, 2010. The project site is located within Section 17, T. 5 S., R. 74 W., Seward Meridian; USGS Quad Map Goodnews Bay C-8; Latitude 59.74501º N., Longitude 161.9127º W.,Carter Subdivision Name, in Quinhagak, Alaska. PROPOSED WORK: The applicant is proposing to finish the Carter Subdivision road by placing 1,021 cubic yards of gravel fill material into 0.24 acre (264 linear feet). All work would be performed in accordance with the enclosed plan (sheets 1-2), dated September 2, 2010. The original permit authorized the construction of 2,370 feet of roadways, and fourteen homes and a community building on eight fill pads within 4.13 acres of jurisdictional Palustrine emergent wetlands. One of the roads was not completed, the permit has expired and the applicant is requesting a time extension to complete the road. All comments should reach this office no later than the expiration date of this Public Notice to become part of the record and be considered in the decision. Please contact Mary Romero at (907) 753-2773, toll free from within Alaska at (800) 478-2712, by fax at (907) 753-5567, or by email at mary.r.romero@usace.army.mil if further information is desired concerning this notice.

  • POA-2018-00270

    Expiration date: 7/24/2018

    Keith Brady, with City and Borough of Sitka, 100 Lincoln St., Sitka, AK 99835, states that the project purpose is to provide for public recreation and transportation plus access to National Forest lands. Work being proposed includes the placement of 2,854 cubic yards (CY) of base course six-inch minus and 634.3 CY of D-1 fill material into 1.7 acres of palustrine wetlands to construct 13,642 linear feet of non-motorized multi-use trail. Work would include the installation of 98 culverts and one structural plate arch below the Ordinary High Water Mark of riverine waters to maintain the course, condition, capacity, and location of open waters.The project site is located within Section 3, 10, 15, T. 55 S., R. 63 E., Copper River Meridian; USGS Quad Map Sitka A-5; Latitude 57.113397º N., Longitude 135.377183º W.; One and one half miles up Harbor Mountain Road the new trail construction begins. The trailhead on the north end is at Old Sitka Boat Launch parking lot approximately 6.75 miles north of downtown Sitka on Halibut Point Road, in Sitka, Alaska. Please contact Randal Vigil at (907) 790-4490 or by email at: Randal.P.Vigil@usace.army.mil if further information is desired concerning this notice.

  • POA-2018-253

    Expiration date: 7/20/2018

    Alaska Department of Transportation and Public Facilities (AKDOT&PF) stated purpose is to construct a new high-capacity marine dock facility, compliant with current seismic performance requirements and would provide additional upland area for safe passenger transfer and/or staging of cargo and materials. LOCATION: The project site is located within Section 17, T. 56 S., R. 73 W., Seward Meridian; USGS Quad Map Port Moller B-2; Latitude 55.3318º N., Longitude 160.5041º W.; near Sand Point, Alaska. PROPOSED WORK: The proposed project would involve the discharge of 650 cubic yards (cy) of core rock fill, 200 cy class A armor, and 100 cy of class B armor into 0.03 acres below the high tide line (HTL, approximate elevation +9.5 feet above the 0.0 foot contour) and the discharge of 9,000 cy of core rock fill, 1,900 cy class A armor, and 1,600 cy of class B armor into 0.81 acres below the mean high water mark (MHW, approximate elevation +6.5 feet above the 0.0 foot contour) to construct a new pile supported dock adjacent to the southwest end of the existing dock and would be approximately 70-ft wide and 220-ft long.

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