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RESOLUTION NO.00-52 • NOVEMBER 27, 2000 PAGE 3 OF 8 i. To the extent feasible, gasoline powered equipment shall be used for onsite and offsit~ construction activities. j. All grading work will be monitored by a registered archaeologist. The archaeologist will be empowered to halt or redirect grading to allow evaluation and recovery time if significant deposits are encountered. To keep grading delays to a minimum, the archaeologist should be prepared to perform the evaluation and recovery work as rapidly as is consistent with acceptable scientific procedures. k. Any material collected during the project will be donated to a local institution, which has the proper facilities for display and use, by interested parties. 1. Prior to the issuance of grading permits a geotechnical report shall be prepared for the proposed project. The • report must address the potential for seismically induced soil liquefaction and soil instability. m. The grading and foundation plans, including foundation loads, shall be reviewed by a registered Soils Engineer. n. Prior to excavation of the project site a soils cest will be conducted by a registered Soils Engineer to determine specific site constraints and appropriate mitigation measures. o. All grading and earth~aork shall be performed under the observation of a registered Geotechnical Engineer in order to achieve proper subgrade preparation, selection of satisfactory materials, and placement and compaction of all structural fill. p. The Soils Engineer shall be notified in the event that subsurface conditions ,are exposed during construction which are significantly different from those described in the geotechnical investigation. • q. If necessary, site preparation or foundation work must be completed to correct potential differential compaction and expansive soil conditions, according to accepted engineering standards..