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After repairs conducted to repair the Haul Road HR -1 slide area, cross-sectional area for construction <br />of the sediment ditch in this area is less than indicated by the topographic survey obtained for the <br />approved 2010 design. To accommodate the reduced cross-section, the ditch has been re -designed <br />with a corrugated metal pipe arch (OMPA) half -pipe flume to convey the sediment drainage while <br />controlling erosion. The CMPA flume will also limit infiltration of water into the soils on the slope <br />to avoid conditions that could re -mobilize the slide. <br />The revised plan and profile and revised design cross-sections for the sediment ditch from the <br />buttress to the sediment pond is shown in Appendix C on Drawing C- 14A. <br />P:\Mpls\06 CO\26\06261003 Haul Road Slide Repair\WorkFiles\Report\MCC_Slump_Repair-Instrumentation-Dram Rev 2012-12-12 docx 18 <br />