Public Notice Manager

Archive: March, 2022
  • POA-2022-00041 Chignik Lagoon_PN

    Expiration date: 4/29/2022

    Native Village of Chignik Lagoon, Ms. Michelle Anderson, Post Office Box 9, Chignik Lagoon, AK 99565, states the purpose is to provide the community safe and continual access to their landfill and sewage lagoon. To discharge 95,632 cubic yards of fill material into 9.7 acres below the high tide line (7.03 foot above the 0.0 foot contour), of which 7.2 acres would occur below the mean high water (3.43 foot above the 0.0 foot contour) of Chignik Lagoon, a navigable water of the United States, for construction of a 1.2 mile access road from Chignik Lagoon to the local landfill and sewage lagoon. Fill material would consist of 69,452 cubic yards of gravel fill, 19,863 cubic yards of Class I and Class III Rip Rap, 6,269 cubic yards of filter rock and 48 cubic yards of concrete planks. The road would include a base width of 50-75 foot (depending on upland topography) with a crest supporting an 18-foot-wide driving surface. There would be three beach access ramps constructed along the road to maintain access to intertidal areas, which would have a 10-foot-wide, concrete-plank, driving surface. One anadromous stream (Nelson Creek) would be crossed, requiring the installation of a 10-foot 3-inch-wide pipe arch, 67.5-foot in length. Contingent upon funding, construction would be expected to occur between April and October of 2023-2025. All work would be performed in accordance with the enclosed plan (sheets 1-9), dated October 2021. The project site is located within Section 5, 7 and 8, T. 45 S., R. 59 W., Seward Meridian; USGS Quad Map Chignik B-2; Latitude 56.3024º N., Longitude 158.5472º W.; beginning at First and C Streets, ending at the existing Chignik Lagoon Landfill/Sewage Lagoon, in Chignik Lagoon, Alaska. Please contact Ms. Jen Martin at (907) 753-2730, by fax at (907) 420-0813, or by email at if further information is desired concerning this notice.

  • POA-2014-00064, Kuskokwim River_PN

    Expiration date: 4/14/2022

    Mr. Dan Hall, Knik Construction Co., Inc., 6520 Kulis Dr., Suite 5, Anchorage, Alaska 99502, Phone: 907-245-1865, states the purpose is to improve docking operations, to increase navigation safety and to provide erosion protection at the Knik Construction Cargo Yard, also known as the Bethel Yard Dock (BYD), on the Kuskokwim River, at Bethel, Alaska. To construct an open-cell steel bulkhead dock along approximately 1,100 linear feet of the Kuskokwim River shoreline at an average depth of -15 feet Mean Lower Low Water (MLLW). The total length of the docking area would be 1,600 linear feet. Approximately 50,000 cubic yards of sand and gravel fill and 1,600 cubic yards of riprap armor rock would be placed into 2.9 acres below the High Tide Line (HTL). Sand and gravel would be placed behind the face sheets and the riprap at both ends of the bulkhead. There would be one-48 inch diameter culvert installed in the bulkhead for upland drainage. Also, 24-pipe pile dolphins would be placed just upstream of the bulkhead dock, to support smaller barges for upstream cargo transport. The project site is located within Section 17, T. 8 N., R. 71 W., Seward Meridian; USGS Quad Map Bethel D-8; Latitude 60.7790º N., Longitude 161.7756º W.; two river miles downstream from Bethel, Alaska. Please contact Leslie Tose at (907) 753-5515, toll free from within Alaska at (800) 478-2712, by fax at (907) 753-5567, or by email at if further information is desired concerning this notice.

  • POA-2022-00072, Engineer Creek_PN

    Expiration date: 4/13/2022

    Blue Yonder Construction, LLC. (Christian Funk), PO Box 2388, Gardnerville, Nevada 89410,, states the purpose is to construct a residential subdivision on the eastern portion of the property (Phase I) and, at a later date, develop the uplands western portion of the property as a commercial site. The project would place 15,635 cubic yards of tailings and 500 cubic yards of 2-inch minus aggregate into 4 acres PSS4/1B wetlands to construct 1,000 linear feet of access roads and one turnaround with associated drainage features in for Phase I residential development. All work would be performed in accordance with the enclosed plan (sheets 1–6), dated March 08, 2022. The project site is located within Section 6, T. 1 N., R. 1 E., Fairbanks Meridian; USGS Quad Map Fairbanks D–2; Latitude 64.93716° N., Longitude 147.635° W.; Gold Mine Subdivision on Gold Mine Trail, Fairbanks North Star Borough near Fairbanks, Alaska. Please contact Ellen Lyons at (907) 347-3481, or by email at if further information is desired concerning this notice.

  • POA-1977-00016, Sagavanirktok River_PN

    Expiration date: 4/8/2022

    Mr. Matt Dunn, North Slope Borough, Service Area 10, P.O. Box 69, Utqiagvik, Alaska 99723. Email:; telephone: 907-852-0253, states the purpose is to divert erosional water flow away from the SA-10 reservoir, with the goal of returning flow conditions as they were prior to the mining that occurred upstream in 2006. Construction of an approximate 9,950 foot channel along the westerly Sag River floodplain, which would redirect waters away from the reservoir walls and into other existing channels of the Sag River. Material removed to form the channel will be used to construct an approximate 8,100 foot dike (berm) westerly of the proposed channel, between the proposed channel and the western bank of the River. The dike is necessary to prevent waters from continuing to flow towards the reservoir walls, especially during in high water events. The project site is located within Sections 20 & 29, T. 10N., R.15 E., Umiat Meridian; Point Roberts OE N; near Latitude 70.19669º N., Longitude 148.386947º W.; North Slope Borough, in the Sagavanirktok river channel east of the existing NANA SA-10 freshwater reservoir in Deadhorse, Alaska. Please contact Steve Moore at (907) 753-5713, toll free from within Alaska at (800) 478-2712, or by email at if further information is desired concerning this notice.

  • POA-2018-00075, Ikalukrok Creek_PN

    Expiration date: 4/8/2022

    Teck America Inc., Ms. Leslie Olmstead, 501 N. Riverpoint #300, Spokane, WA 99202, Phone: 509-747-611, Email:, states the purpose is to develop a gravel road and work pads, to provide safe year-round overland access and foundations for support facilities to allow a multi-year exploration drilling campaign to assess the technical characteristics and economic viability of the Aktigiruq and Anarraaq mineral deposits. Teck America Inc.’s proposed project includes: 6 gravel pads in 37.20 acres to construct an exploration camp, water treatment plant, equipment laydown areas, an underground access mining exploration portal, underground vents, and associated infrastructure; 55 culverts; 5 bridges; 5 gravel roads totaling 12.34 miles in 101.60 acres; 4 material sites in 43.5 acres. The project site is located within T. 31N. R.18W. Section 18; T. 32N. R. 18W. Sections 18, 19, 30, 31; T. 31N. R. 19W. Sections 1, 12, 13; T. 32N. R. 19W. Sections 11, 12, 13, 14, 15, 22, 23, 36; Kateel River Meridian; USGS Quad Map Delong Mountains A-2; Exploration Access Road Origin Latitude 68.0826º N., Longitude 162.8839º W.; Exploration Access Road Terminus Latitude 68.1596º N., Longitude 162.9570º W.; Support Facilities Area Latitude 68.1795º N., Longitude 162.9567º W; Project begins at the Red Dog Mine; near Kivalina, Alaska, and Noatak, Alaska. Please contact Janet Post at (907) 753-2831, toll free from within Alaska at (800) 478-2712, by fax at (907) 753-5567, or by email at if further information is desired concerning this notice.

Jump To: