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<br />I <br />I <br />I <br />I <br />I <br />I <br />'I' <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />0021'"'3 <br /> <br />2.0 EROSION SURVEY METHODS <br /> <br />2.1 Erosion Survey Methodology <br /> <br />In order to assess the extent and condition of eroded areas, the area within the FERC <br />project boundary was evaluated by a pedestrian survey, Although the upland areas were <br />assessed for signs of erosion, the survey focused primarily on the reservoir edge and the <br />Williams Fork River. Based on the characteristics of the Williams Fork Project, it was <br />anticipated that the greatest erosion potential would occur along the reservoir bank or the <br />stream bank, The length of the reservoir edge was traversed on foot and assessed for <br />evidence of erosion, Access to the reservoir edge was gained either via the beach (if <br />present) or the top of the reservoir bank, Upon discovering an erosion site, the length of <br />the reservoir bank affected by erosion was traversed on foot, and GPS data were collected <br />using the methods described in Section 2.2. <br /> <br />Each erosion site was given a unique numerical identifier and was assessed for the <br />following characteristics, These data were entered into a field data form prepared <br />specifically for this survey, Upon completion of the erosion survey, these data were <br />transferred from the data forms into a Microsoft Excel spreadsheet (Appendix A) for <br />inclusion into the GIS database. Photo documentation was also collected for each erosion <br />site. <br /> <br />Sile Type <br /> <br />Based on initial site visits prior to conducting the survey, it was anticipated that three <br />erosion site types had potential to occur within the FERC project boundary: reservoir <br />bank, stream bank, and intermittent/overland drainage. Reservoir bank sites encompass <br />erosion occurring along the Williams Fork Reservoir edge, and stream bank sites include <br />erosion occurring along the Williams Fork River as it flows into the reservoir. <br />Intermittent/Overland Drainage erosion was considered possible on upland areas and <br />roads located within the FERC project boundary, <br /> <br />Soil Composition <br /> <br />Soil composition was assessed for each erosion site to aid in determining both cause of <br />erosion and the potential for further erosion occurring at that site, Characteristics <br />observed when assessing soil composition include substrate type (Sandy, Clay, etc.), <br />presence and size of gravel, presence and size of cobble, and presence of vegetative <br />materials (root systems), <br /> <br />Sial us or Condition (Active or Inactive) <br /> <br />Each erosion site was concluded to be either active or inactive. Active sites were <br />determined by the presence of recently eroded soil and plant material, the observation of <br /> <br />Williams Fork ReservOIr <br />Hydroelectric Project <br />Janutlry 2004 <br /> <br />Srelgers Corporation <br />Erosion Survey Repurt <br /> <br />Page 2 <br />