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channel varies from 2 to 12 inches in diameter and the channel appears well armored. This <br />area does not show much change from the 1995 inventory, it appears to have improved slightly <br />with the depth almost identical and the side slopes decreasing in slope slightly. <br />Based on the data cdlected from these five cross section areas and a general survey of the area <br />this concentrated flow feature does not appear to be experiencing excessive erosion. For this <br />reason no mitigative measures are proposed for this concentrated flow feature at this time. <br />Subarea 1 Erosion Condition Classification <br />South of Shop Subarea 1 was evaluated using the methods described in BLM Technical Note No. <br />346. The erosion condition composite soil surface factor score for this site is 0, which places it <br />in the Stable erosion class. The tabulated results for this survey are contained in Table 11. <br />Subarea 2 Erosion Condition Classification <br />This area was also evaluated using the methods described in BLM Technical Note No. 346. The <br />erosion condition composite soil surface factor for this site is 5 which places it in the Stable <br />category. The tabulated results for this survey are listed in Table 12. <br />Subarea 3 Erosion Condition Classification <br />The procedure outlined In BLM Technical Note No. 346 was used to evaluate this area. The <br />erosion condition composite soil surface factor for this site is 0. Thts places this area in the <br />Stable category. The tabulated results for this survey are listed in Table 13. <br />Table 11: South of Shop Subarea 1 Erosion Condition Classification <br />13gm <br />Soil Movement <br />Surface Litter <br />Surtace Rock Fragmehts <br />Pedestalling <br />Flow Patterhs <br />Rills <br />Gullle5 <br />Total <br />Score Total Possible Sco re 1995 Score <br /> <br />0 14 3 <br />0 14 0 <br />0 14 0 <br />0 14 0 <br />0 15 0 <br />0 0 0 <br />4 Q 4 <br />0 <br />71 <br />4.2 <br />Erosion Condition Classification Score: 0.0 -Stable <br />9 <br />