FEIS Summary - Knik Arm Bridge and Toll Authority
FEIS Summary - Knik Arm Bridge and Toll Authority
FEIS Summary - Knik Arm Bridge and Toll Authority
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
<strong>Knik</strong> <strong>Arm</strong> Crossing Final EIS<br />
<strong>Summary</strong><br />
Exhibit S‐20. Degan Alternative: Advantages <strong>and</strong> Disadvantages<br />
Degan Alternative<br />
Advantages<br />
Originally designed to traverse Government Hill at its narrowest section, thereby minimizing impacts to<br />
Government Hill.<br />
• During the Draft EIS process <strong>and</strong> discussions with the Alaska Railroad Corporation (ARRC), it was identified<br />
that the viaduct across the Ship Creek rail yard (Phase 2 alignment) needed to be rerouted so that pier locations<br />
would not adversely affect rail operations. As a result, the advantages of this alternative were diminished. With<br />
the Degan alignment shifted to the east, additional impacts to residences <strong>and</strong> Sunset Park resulted.<br />
Furthermore, the revised Degan Alternative required roadway geometrics that were less desirable than the<br />
Erickson Alternative.<br />
Disadvantages<br />
• Access through Government Hill would require a stop <strong>and</strong> a turn at the intersection of East Loop Road,<br />
adversely affecting the neighborhood with additional surface traffic <strong>and</strong> opportunities for vehicle-pedestrian<br />
conflicts.<br />
• The signalized intersection at East Loop Road <strong>and</strong> Degan Street is located on a curve <strong>and</strong> a hill, making stopping<br />
difficult.<br />
• This alternative would require 400 feet more ROW than the Erickson Alternative at its widest point.<br />
• Geometrics to connect to the Ingra-Gambell Couplet are more circuitous.<br />
• This alternative would take 65 percent of Harvard Park, 59 percent of Sunset Park, <strong>and</strong> would adversely affect<br />
the Anchorage Square & Round Dance Club.<br />
Exhibit S‐21. Erickson Alternative: Advantages <strong>and</strong> Disadvantages<br />
Erickson Alternative<br />
(Recommended Alternative)<br />
Advantages<br />
• The Erickson Alternative allows free-flow of traffic through a cut-<strong>and</strong> cover tunnel, avoiding local streets.<br />
• This alternative reduces ROW requirements by 400 feet (compared with the Degan Alternative) for ramps north<br />
of Government Hill.<br />
• The geometrics of the Erickson Street alignment connecting to the Ingra-Gambell Couplet are more direct.<br />
• Government Hill would have improved access to downtown <strong>and</strong> to the Mat-Su through use of both north <strong>and</strong><br />
south ramps.<br />
Disadvantages<br />
• Phase 2 expansion would require new tunnels, causing a second period of construction impacts to Government<br />
Hill residents.<br />
• Construction management <strong>and</strong> traffic control would be challenging because construction activities would<br />
disrupt the main route through Government Hill <strong>and</strong> to the military bases.<br />
• The Erickson Alternative would adversely affect the Government Hill Urban Renewal Historic District, including<br />
three contributing structures, <strong>and</strong> would take 2 percent of Harvard Park <strong>and</strong> 31 percent of Sunset Park.<br />
• The cost for Phase 1 would be $6.4 million more than that for the Degan Alternative <strong>and</strong> the cost for Phase 2<br />
would be $16.4 million more than that of the Degan Alternative.<br />
flow of traffic under each alternative.<br />
Exhibit S-18, on page S-35, also<br />
facilitates underst<strong>and</strong>ing of the two<br />
alternatives’ relative traffic flows.<br />
Comparison of Impacts<br />
As Exhibit S-17, on page S-34, shows (<strong>and</strong><br />
the EIS discusses in detail), both<br />
Anchorage approach alternatives are<br />
associated with impacts to residential,<br />
commercial, <strong>and</strong> industrial l<strong>and</strong>; <strong>and</strong><br />
Section 4(f) properties (Harvard <strong>and</strong><br />
S-14