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• 8. All materials transported off-site shall either be sufficiently watered or securely <br />covered to prevent excessive amounts of dust. <br />9. The amount of area disturbed by clearing and earthwork activities shall be minimized <br />at all times. <br />10. To the extent feasible, equipment engines shall be maintained in good condition and <br />in proper tune according to manufacturer's specifications. <br />11. To the extent feasible, gasoline powered equipment shall be used for on-site and off- <br />site construction activities. <br />12. Prior to issuance of a grading permit, the project applicant shall provide proof of <br />coverage under an NPDES General Construction Activity Storm Water Permit, which <br />includes a copy of the project number and two copies of the Storm Water Pollution <br />Prevention Plan. <br />13. Foundations for two-story dwellings shall be supported entirely by a homogenous <br />layer of certified compacted fill not less than five feet beyond the perimeter of the <br />proposed building footprint. <br />• 14. The project shall comply with the bearing capacity, lateral design, concrete slab on- <br />grade, asphalt concrete and seismic coefficient design recommendations provided in <br />the geotechnical report prepared for the project by Nunez Engineering, in May 2002. <br />15. Prior to grading, existing vegetation, trash, surface structures and debris shall be <br />removed and disposed off-site as a legal dumpsite. Any existing utility lines or other <br />subsurface structures, which are not to be utilized, should be removed, destroyed or <br />abandoned in compliance with current governmental regulations. <br />16. Excavated soil may be used as fill and backfill provided that it is clean and free of <br />debris. All areas where certified compacted fill is to be placed shall first be cleaned <br />of structures, concrete, asphalt concrete, vegetation and debris materials. The <br />excavated bottoms of all fill soil excavations shall be observed and approved by the <br />Soil Engineer and the City Building Inspector before backfill with certified compacted <br />fill begins. The soils to be used for compactions should be mixed and watered to <br />obtain uniform optimum moisture content. The soils shall be placed in a layer not <br />thicker that eight inches and Mechanically compacted orwheel-rolled to a minimum <br />relative compaction of 90-percent. <br />17. Prior to demolition of any structures on the project site, an asbestos and lead paint <br />survey shall be prepared to determine the presence of asbestos building materials <br />and lead paint. The asbestos/lead paint survey shall be submitted to the City's <br />Environmental Coordinator for review. <br />• <br />EXHIBIT "A" <br />