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3.0 Affected Environment - Knik Arm Bridge and Toll Authority

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<strong>Knik</strong> <strong>Arm</strong> Crossing DraftFinal EIS<br />

<strong>Affected</strong> <strong>Environment</strong><br />

acquisition, however, would result in the l<strong>and</strong>owner assuming responsibility for any<br />

contaminated soil encountered in the future. Additionally, management of any contaminated<br />

soil encountered during construction through this site would be the responsibility of the<br />

proposed KAC project proponent (HDR 2004). This property has been assigned a highimpact<br />

rating because contamination has been documented on this property <strong>and</strong> because the<br />

site would be crossed by the proposed Erickson Alternative. This site was assessed as having<br />

a high-impact risk to the project because of known fuel contamination associated with the<br />

site <strong>and</strong> because the proposed ROW would affect a large area of this site.<br />

Phase 2<br />

In Phase 2 of the proposed projected, the area that would be crossed by the Ingra-Gambell<br />

Couplet is one of the original industrial areas in Anchorage. Implementation of the proposed<br />

Ingra-Gambell Couplet could be affected by the following medium- <strong>and</strong> high-impact sites<br />

described below.<br />

Site 5 – Alaskan Real Estate Parking Lot – Medium Impact<br />

Site 5 is located at 717 East 4th Avenue (see Figure 4.21). Soil contaminated with<br />

tetrachloroethylene (PCE) <strong>and</strong> diesel range organics (DRO) was excavated <strong>and</strong> thermally<br />

treated in 2004. PCE-contaminated soil <strong>and</strong> ground water remains on site, <strong>and</strong> studies are<br />

ongoing. This site has been assigned a medium-impact rating because undefined soil <strong>and</strong><br />

ground water contamination remains <strong>and</strong> because the property is in the presumed upgradient<br />

direction of the proposed controlled-access ROW (ADEC 2005a).<br />

Site 14 – Lefever Property – 4th Avenue <strong>and</strong> Ingra Street – High Impact<br />

Site 14 is located at 901 4th Avenue (see Figure 4.21). Ten USTs were removed from this<br />

property in 1989. Soil <strong>and</strong> ground water contamination has been documented, <strong>and</strong> the<br />

contaminated ground water plume extends off site. This site would be upgradient of the<br />

proposed controlled-access ROW <strong>and</strong> has been assigned a high-impact rating because the<br />

property is known to be contaminated (ADEC 2005b).<br />

Within the Ship Creek area, the six sites discussed below were given high-site hazard ratings<br />

because of contamination resulting from PCBs, fuels, heavy metals, solvents, <strong>and</strong> various<br />

other chemicals. It is unlikely that the proposed Degan Alternative or the Erickson<br />

Alternative would, however, directly affect these sites because the proposed elevated viaduct<br />

structures would span the sites <strong>and</strong> the Ship Creek area. In all six cases, it is unlikely that<br />

ROW would be acquired. L<strong>and</strong> within the Anchorage Terminal Reserve needed for viaduct<br />

support structure piers would not likely require controlled-access ROW acquisition (i.e.,<br />

easement, lease). Viaduct support piers should, however, be sited to avoid direct impact to<br />

any of the sites identified. If there were no direct impacts during construction (i.e.,<br />

excavation of soils) or acquisition of any of these properties for controlled-access ROW<br />

purposes, then the risk to the project search corridors would be low for all six sites. All six<br />

sites would require a PSI, <strong>and</strong> the risk to the project search corridors would increase to high<br />

if controlled-access ROW were required or excavation were completed in the area of the six<br />

sites. All six sites are shown on Figure 4.21.<br />

3-128 12/18/07

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