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
projects <strong>and</strong> would result in wide, concave ditches during construction. The concave ditches would bemaintained after construction in order to provide effective site drainage. Gravel pit development <strong>and</strong>extraction <strong>and</strong> crushing of gravel would result in some minor adverse impacts including increased soilerosion while pits are active. Soil contamination would also be possible due to high vehicle activity.Gravel pit reclamation, however, would have beneficial impacts on soil resources.Gravel pit reclamation procedures would include temporary grading, ditching, <strong>and</strong>/or constructing bermsto prevent overl<strong>and</strong> flows from entering the disturbed areas. Slopes would not exceed 2.5:1 to help reduceon-site erosion. Procedures would also recommend a wind <strong>and</strong> water erosion monitoring program.Permanent reclamation procedures would include utilizing original, on-site material as surface fill. Anyimported fill would be sterilized or covered by a minimum of three feet of on-site material. If available,on-site overburden material would be installed as the top four to six inches on all exposed soils.Military <strong>and</strong> recreational off-road travel as well as driving on the edges <strong>and</strong> sides of roads to avoid badroad conditions damages roadways <strong>and</strong> causes soil compaction <strong>and</strong> erosion. This would be less likely tooccur if existing roads were in good condition. Additionally, repeated use of firing points <strong>and</strong> bivouacsites often results in soil compaction <strong>and</strong> erosion due to heavy vehicular traffic. Road crossings, maneuvertrail upgrade <strong>and</strong> maintenance, <strong>and</strong> hardening of roads <strong>and</strong> pads would help reduce these impacts.Additionally, hardening low water crossings would concentrate vehicular impacts to a specified area. Thiswould minimize impacts to soils along the rest of streambanks. Projected trail upgrade <strong>and</strong> road/padhardening projects for the next five years include approximately 85 acres impacted at Fort Richardson,245 acres at Fort Wainwright, <strong>and</strong> 135 acres at Donnelly <strong>Training</strong> <strong>Area</strong> (Appendix A). Since theseprojects involve upgrade <strong>and</strong> maintenance of existing range <strong>and</strong> training l<strong>and</strong> infrastructure, the majorityof acres affected would be previously disturbed.Erosion <strong>and</strong> sediment control structures <strong>and</strong> l<strong>and</strong> grading <strong>and</strong> shaping would reduce erosion impacts byhelping control surface runoff <strong>and</strong> sedimentation, <strong>and</strong> directing water away from erosion-prone areas.Because soils exposed from these <strong>and</strong> other st<strong>and</strong>ard operating procedures are vulnerable to erosion,temporary <strong>and</strong> permanent soil stabilization practices would improve unstable soils. The most commonrevegetation activity on USARAK l<strong>and</strong>s would be seeding exposed soils. Live staking <strong>and</strong> fascines(tightly wrapped bundles of willow) would be methods used along streambanks, water courses, <strong>and</strong>erosion-prone slopes to stabilize soils, control erosion, <strong>and</strong> prevent bank slope failure.Streambank repair, rock armoring, <strong>and</strong> barb dikes would all help reduce streambank erosion. Hardeninglow water crossings would also help reduce streambank <strong>and</strong> bed erosion by providing designated crossinglocations. Water bars would be installed to prevent rill erosion by draining water from the portions of aroadway exceeding 5% slope. Trail closure would allow areas with compacted or eroded soils to recover.Installation <strong>and</strong> maintenance of berms behind firing targets would contain munitions, helping minimizesoil contamination.Vegetation management practices would also affect soils. Mowing would allow plant material to act as amulch layer. H<strong>and</strong> or mechanical vegetation thinning/cutting activities would be determined based on soiltype. Trees would typically be ground or cut flush with ground level, resulting in little or no intrusion intomineral soil. However, training area cleanup would involve the mechanical removal of stumps or treedebris <strong>and</strong> would disturb soils <strong>and</strong> prevent tree biomass from decomposing into the soils. Most h<strong>and</strong>clearing would occur on unfrozen hydric soils, while most mechanical operations would be conducted onfrozen soils. Projected thinning projects for the next five years include approximately 20 acres impactedat Fort Richardson <strong>and</strong> 140 acres at Fort Wainwright. About 100 acres of mowing is planned at Donnelly<strong>Training</strong> <strong>Area</strong> (Appendix A)._____________________________________________________________________________________________Environmental AssessmentUnited States Army Alaska, <strong>Integrated</strong> <strong>Training</strong> <strong>Area</strong> <strong>Management</strong> Program<strong>Management</strong> Plan 20
- Page 1: DEPARTMENT OF THE ARMYUNITED STATES
- Page 5 and 6: TABLE OF CONTENTSCHAPTER 1: PURPOSE
- Page 7 and 8: Table 3.9 Summary of Impacts to Hum
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- Page 61 and 62: Cumulative ImpactsPast military act
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oads and hauling fill and rock mate
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CHAPTER 4: PREPARERS AND CONTRIBUTO
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Benson, A.M. 1999. Distribution of
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Neely, R. J. 2001. Early Mining His
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CHAPTER 6: AGENCIES AND INDIVIDUALS
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Project NameBulldog TrailWidening P
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Project NameYukon TrainingArea Demo
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Project NameYukon TrainingArea Firi
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Project NameEddy Drop ZoneVegetatio
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Project Name33 Mile LoopRoad Shortc
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APPENDIX B: BEST MANAGEMENT PRACTIC
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Sediment Trap(Permanent) SeedingSil
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APPENDIX C: SAMPLE RECORD OF ENVIRO
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APPENDIX D: ITAM PROJECT ASSESSMENT
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Fire ManagementYes No□ □ Could
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APPENDIX E: AGENCY COMMENTSThe foll
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Sent: Monday, June 13, 2005 5:00 PM
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Second paragraph - I do not underst
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sentence could read, "The trees are
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The third paragraph seems too speci
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USARAK does not have a current five