3.0 Affected Environment - Knik Arm Bridge and Toll Authority
3.0 Affected Environment - Knik Arm Bridge and Toll Authority
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 />
Site 48 – Aurora North Fuel Sales<br />
Site 48 is located at 1040 East 1st Avenue. Five USTs <strong>and</strong> 500 cubic yards of contaminated<br />
soil were removed from the property in 1990. Since then, additional contaminated soil has<br />
been removed <strong>and</strong> ground water contamination documented. An NFRAP letter was issued<br />
<strong>and</strong> institutional controls were established in 2004. Ground water monitoring is ongoing <strong>and</strong><br />
contamination is known to extend off site to the north <strong>and</strong> west (toward the project search<br />
corridors) (ADEC 2005a).<br />
3.5.4.3.2 Erickson Alternative<br />
Phase 1<br />
The proposed Erickson Alternative would be affected by the same sites as the Degan<br />
Alternative, primarily because access ramps <strong>and</strong> associated road improvements for the Degan<br />
Alternative would affect Erickson Street. The primary difference is that the cut-<strong>and</strong>-cover<br />
tunnel for the Erickson Alternative would be closer to Sites 2, 15, <strong>and</strong> 36 than the Degan<br />
Alternative tunnel would be.<br />
Phase 2<br />
The proposed Ingra-Gambell Couplet for the Erickson Alternative would affect the same<br />
sites as the Degan Alternative connection to the Ingra-Gambell Couplet.<br />
For specific information on the ISA findings, ISA methodology, <strong>and</strong> identified hazardous<br />
materials sites, refer to the Initial Site Assessment Technical Report (KABATA 2006o).<br />
3.5.5 Energy Resources<br />
There are currently no commercially feasible energy resources in the Study Area. Table 4-35,<br />
in Section 4.5.5.4, shows expected 2010 vehicular fuel consumption for the Study Area under<br />
the No-Action Alternative.<br />
3.5.6 Ground Water Resources<br />
3.5.6.1 The Mat-Su<br />
Aquifers in the Mat-Su area are primarily situated within glacial till, glacial outwash, <strong>and</strong><br />
fluvial deposits overlying sedimentary <strong>and</strong> low-grade metamorphic bedrock. Glacial deposit<br />
aquifers have been described as “irregular in distribution <strong>and</strong> highly variable both in<br />
composition <strong>and</strong> in their ability to provide water to wells” (Brabets 1999). Both confined <strong>and</strong><br />
unconfined aquifers provide potable water throughout the Study Area.<br />
A single source of regional ground water resource information for the western portion of the<br />
Mat-Su is not currently summarized or available, although USGS is in the process of<br />
compiling a regional hydrogeologic map of the Mat-Su. 31 Existing ground water data within<br />
the Study Area were compiled from the Point MacKenzie, Houston, Big Lake, <strong>and</strong> the<br />
31 Personal communication, Ted Moran, USGS, with Elizabeth Shen, November 21, 2005.<br />
3-130 12/18/07