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knowledgeable paleontologists. The remains then shall be curated <br />(assigned and labeled with museum repository fossil specimen numbers <br />and corresponding fossil site numbers, as appropriate; placed in specimen <br />trays and, if necessary, vials with completed specimen data cards) and <br />catalogued, and associated specimen data and corresponding geologic <br />and geographic site data shall be archived (specimen and site numbers <br />and corresponding data entered into appropriate museum repository <br />catalogs and computerized data bases) at the museum repository by a <br />laboratory technician. The remains then shall be accessioned into the <br />museum repository fossil collection, for permanent storage, maintained, <br />and, along with associated specimen and site data, made available for <br />future study by qualified scientific investigators. <br /> <br />26. <br /> <br />A final report of results and findings shall be prepared by the <br />paleontologist for submission to the City of Santa Aha and the museum <br />repository following accessioning of the proposed project fossil collection <br />into the museum repository fossil collection. The report shall describe the <br />geology and stratigraphy of the parcel, summarize field and laboratory <br />methods used, include a faunal list and an inventory of catalogued fossil <br />specimens, evaluate the scientific importance of the specimens, and <br />discuss the relationship of any newly recorded fossil site in the parcel to <br />relevant fossil sites previously recorded from the fossil-bearing rock unit in <br />the parcel vicinity and from correlative rock units in other regions. <br /> <br />27. <br /> <br />Prior to the issuance of a grading permit the applicant shall submit for <br />review and approval a surface drainage/grading plan/erosion control plan, <br />prepared by a registered Civil Engineer, showing the direction and means <br />of fiow to adjacent streets. The plan is to include existing and proposed <br />elevations at and adjacent to all property lines. Drainage routed to the <br />street must be directed beneath the sidewalk and through the curb. <br /> <br />28. <br /> <br />A final design geotechnical report shall be prepared for the proposed <br />project to provide structure-specific geotechnical recommendations. The <br />final report shall address all issues initially covered in the Preliminary <br />Geotechnical Report prepared for the Armstrong Ranch Development <br />Project. Final recommendations on earthwork, spread footings with slabs- <br />on-grade, reinforced mat foundations, post-tensioned mats, friction piles, <br />cathedral retaining (basement) walls, and measures to address soil <br />corrosion shall be identified. The final report shall specify foundation <br />recommendations to ensure issues associated with underlying soft, <br />compressible clay soils are addressed. Construction of the project shall <br />comply with all recommendations in the final geotechnical report. <br /> <br />29. <br /> <br />Prior to the issuance of grading permits, the project applicant shall provide <br />proof of coverage under NPDE$ General construction Activity Storm <br /> <br /> <br />