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<br /> <br /> <br />benches which might lead to slope failure. However, <br />CTL/Thompson can accept reversing the slope on the <br />bench so that the 5 pencent grade goes from the <br />outslope towards the fill and is drained around <br />the fills to the permanent diversion ditches at <br />the fill toes. <br />Exhibit 9, Figure 14, presents the bench stability <br />analysis. The factor of safety exceeds 3 which is <br />much greater than the required 1.3. <br />The information provided here along with an examination <br />of Exhibit 9 should demonstrate the terraces to be <br />in compliance with Section 816.102(b). <br />Bob Thompson of CTL/Thompson has responded to this <br />item in Supplement No. 1 which has been inserted <br />into Exhibit 9 immediately following page 28. <br />12/20/79 Memo, p. 4, #6 <br />"6. Page 816-34 reports that no permanent stream <br />diversions are planned. The South Tributary to Foidel <br />Creek meets the Federal definition of an intermittent <br />stream. Ditch 2b-2 associated with excess spoil stockpile <br />should be designed in compliance with 816.44." <br />This question <br />fact that EFC <br />location site <br />MLR. <br />is no longer <br />agreed to use <br />2a during the <br />relevant due <br />the excess <br />meeting on <br />to the <br />spoil <br />1/7/80 with <br />12/20/79 Memo, p. 4, #7 <br />"7. Calculations for ditch 2b-2 are based upon 95 <br />acres of watershed. Map 14 indicates that more than <br />750 acres drain to the ditch. Calculations should be <br />redone using the proper drainage area." <br />This question is no longer relevant due to the <br />fact that EFC agreed to use the excess spoil <br />location at site 2a during the meeting on 1/7/80 <br />with MLR. <br />