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Page 11 <br />Technical Note No. 346. The erosion condition composite soil <br />surface factor for this site is 20.0 which places it in the Stable <br />category. The tabulated results for this survey are listed in <br />Table 4. <br />Subarea 3 Erosion Condition Classification <br />Exhibit 1, Sheet 2 of 2 also shows the location of this area. The <br />procedure outlined in BLM Technical Note No. 346 was used to <br />evaluate this area. The erosion condition composite soil surface <br />factor for this site is 10.6. This places this area in the Stable <br />category. The tabulated results for this survey are listed in <br />Table 5. <br />Based on the three subarea classifications and the static condition <br />of the concentrated flow feature examined in the South of Shop <br />bonded area, no mitigation measures are proposed for this area. <br />. Table 3: <br />Item <br />South of Shop Subarea 1 Erosion Condition <br />Classification <br />Score Total Possible Score <br />Soil Movement 0 14 <br />Surface Litter 0 14 <br />Surface Rock Fragments 0 14 <br />Pedastalling 0 14 <br />Flow Patterns 0 15 <br />Rills 9 14 <br />Gullies 0 0 <br />Total <br />9 <br />85 <br />Erosion Condition Classification Score: 10.6 <br />West Ridge <br />Three West Ridge areas were evaluated using the method outlined in <br />BLM Technical Note No. 346. The areas evaluated were the same as <br />those examined in the 1992 report and are shown on Exhibit 1, Sheet <br />2 of 2 of that report. As mentioned previously, these areas are <br />not required to be surveyed until after completion of the West <br />Ridge Hydrologic Reconstruction Plan, but are being monitored for <br />background information for use at a later date. The survey results <br />for the three areas are as follows: <br />5/27/93 DLB <br />