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TABLE 1. MITIGATION MONITORING AND REPORTING PROGRAM Mitigation Measures Implementation Monitoring Monitoring and Monitoring Verification of Procedures Responsibility Reporting Action Schedule Compliance periods and Mitigation Measure 4.4-3b: Debris catchment measures continuously shall be constructed along Lots 5 and 25 which are maintained. located at the mouths of existing drainage courses The catchment measures shall include a minimum 5-foot berm placed across the mouth of the drainage with clog- resistant surface drainage inlets provided.The final dimensions, placement, and design shall be determined in the detailed project plans. Mitigation Measure 4.4-3c: The final corrective grading plans shall show detailed locations of keyways, subdrains, debris benches, and subexcavation areas. The sequence of grading issues, such as placement of various cut materials in specific locations, should also be evaluated during review of the final 40-scale grading plans. Mitigation Measure 4.4-3d: The Geotechnical Engineer or qualified representative should be present during all phases of grading operations to observe demolition, site preparation, grading operations, and subdrain placement. After grading operations commence, geologic observations of cut areas should be made at frequent intervals so that revised geologic recommendations can be incorporated into updated grading plans as grading proceeds. During slope grading, all cut slopes should be viewed by the Engineering Geologist for adverse bedding, seepage, or bedrock conditions that may affect slope stability. In the event that adverse conditions are identified, overexcavation and reconstruction of the slopes may be required. Track rolling to compact slope faces is not sufficient. All fill slopes should be overbuilt at least two feet and cut back to design grades. Mitigation Measure 4.4-3e: Keyways equipped with a subsurface drainage system shall be constructed. Each keyway shall be keyed into firm natural materials unaffected by shrinkage cracks. The keyway shall be filled with materials derived from the Livermore Gravels compacted to 95 percent relative compaction for non- expansive materials and 90 percent relative compaction for expansive materials The required depth of the keyways shall be determined in the field by the geotechnical engineer during grading. Fill above the keyways shall be benched into firm,competent soil or bedrock and drained as appropriate. Unless otherwise LUND RANCII II-PUD-25 1 0 JANUARY 2016