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I <br />I j <br />This analysis is also for a straight slope from the toe of the slope to the structure or point <br />which is conservative for the concrete ditch and slurry wall since the slope would have to <br />slough to that angle from the proposed cut slope of 2:1. Although the factors of safety are <br />lower than the infinite slope evaluation, the analysis shows that under the assumed <br />adverse conditions, the pit slope would adjust to about 19 degrees from 26.6 degrees and <br />the concrete ditch and slurry wall remain protected. <br />