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Integrated Training Area Management EA and Final FNSI

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complicated topography, <strong>and</strong> micro-climatic variability make prediction of permafrost difficult. Isolatedpatches of permafrost are found in areas under s<strong>and</strong>y gravel from 2 to 40 feet below ground level, withthickness varying from 10 to 118 feet. A relatively large portion of the l<strong>and</strong>scape has discontinuouspermafrost, but existing <strong>and</strong> ab<strong>and</strong>oned river channels, lakes, wetl<strong>and</strong>s, <strong>and</strong> other low-lying areas arelikely permafrost-free (Williams 1970). Gerstle River <strong>Training</strong> <strong>Area</strong> has a shallow permafrost table(below 10 to 20 inches) that occupies a broad outwash plain (Rieger et al. 1979). Permafrost conditions atBlack Rapids <strong>Training</strong> <strong>Area</strong> are assumed to be similar to those of Donnelly <strong>Training</strong> <strong>Area</strong>.Only a small proportion of Donnelly <strong>Training</strong> <strong>Area</strong> is presently affected by permafrost degradation,which is indicated by the presence of thaw ponds. Permafrost degradation appears to be less compared toFort Wainwright due to the cooler climate <strong>and</strong> higher elevations, <strong>and</strong> the prevalence of thaw-stable,gravelly soils at Donnelly <strong>Training</strong> <strong>Area</strong>. However, areas dominated by loess or other silty sediments maybe more vulnerable to permafrost degradation. Continued climatic warming or disturbance of the groundsurface may increase the amount of thermokarst at Donnelly <strong>Training</strong> <strong>Area</strong>.3.1.2 Environmental ConsequencesAlternative 1: Continue ITAM Program without a <strong>Management</strong> Plan (No Action)Under this alternative, the ITAM program would continue but without a management plan. TRI wouldcontinue to provide administrative <strong>and</strong> logistical support to ensure timely <strong>and</strong> efficient implementation ofthe ITAM program. GIS would continue to provide mapping <strong>and</strong> spatial assistance in characterizing soils<strong>and</strong> soil impacts to support <strong>and</strong> enhance management efforts. Impacts of the TRI, LRAM, SRA, <strong>and</strong>RTLA programs on soil resources are discussed below.TRIThe TRI program would ensure l<strong>and</strong> management practices that meet the Army’s needs while minimizingimpacts on the environment. Range facility inventories, terrain analysis, training area configuration, <strong>and</strong>training l<strong>and</strong> distribution are measures utilized under this program to integrate natural resourceconditions, including soils, with range operations <strong>and</strong> training requirements.LRAMAlthough any project involving earth moving will result in soil disturbance, most LRAM projects wouldresult in long-term beneficial impacts to soils.Site selection for gravel pit development would be based on soils <strong>and</strong> hydrology maps, ground truthing,<strong>and</strong> sample testing. These methods would identify areas that minimize natural resource impacts whilemeeting construction needs. Due to the lack of adequate gravel sources in Yukon <strong>Training</strong> <strong>Area</strong>, gravelextraction in this training area would include blasting bedrock with explosives <strong>and</strong> subsequent crushing<strong>and</strong> mixing to create gravel. The proposed quarry area, pending drill core testing, would be the northernBravo Battery in the northwest area of Fort Wainwright. Selection of this site would followrecommendations from a gravel inventory conducted for the Salcha-Delta Soil <strong>and</strong> Water ConservationDistrict during the summer of 2004 (Engebretson 2005).Permafrost areas would be avoided when possible, <strong>and</strong> consultation with the Department of Public Worksis necessary for all projects to determine if dig permits are required. Gravel extraction procedures wouldspecify that surface overburden (soil <strong>and</strong> vegetation) be rolled to the outer edges of the pit, then placed<strong>and</strong> notched to facilitate adequate drainage. This overburden would be reused for gravel pit reclamation.Side barrow (gravel extraction along roadsides) would typically be associated with trail <strong>and</strong> road upgrade_____________________________________________________________________________________________Environmental AssessmentUnited States Army Alaska, <strong>Integrated</strong> <strong>Training</strong> <strong>Area</strong> <strong>Management</strong> Program<strong>Management</strong> Plan 19

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