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• and corresponding fossil site numbers, as appropriate; placed in specimen trays and, if necessary, vials with completed specimen data cards) and catalogued, and associated speamen data and corresponding geologic and geographic site data shall be archived (specimen and site numbers and corresponding data entered into appropriate museum repository catalogs and computerized data bases) at the museum repository by a laboratory technician. The remains then shall be accessioned into the museum repository fossil collection, for permanent storage, maintained, and, along with associated specimen and site data, made available for future study by qualified scientific investigators. 26. A final report of results and findings shall be prepared by the paleontologist for submission to the City of Santa Ana and the museum repository following accessioning of the proposed project fossil collection into the museum repository fossil collection. The report shall describe the geology and stratigraphy of the parcel, summarize field and laboratory methods used, include a faunal list and an inventory of catalogued fossil specimens, evaluate the scientific importance of the specimens, and discuss the relationship of any newly recorded fossil site in the parcel to relevant fossil sites previously recorded from the fossil-bearing rock unit in the parcel vicinity and from correlative rock units in other regions. 27. Prior to the issuance of a grading permit the applicant shall submit for review and approval a surface drainage/grading plan/erosion control plan, prepared by a registered Civil Engineer, showing the direction and means of flow to adjacent streets. The plan is to include existing and proposed elevations at and adjacent to all property lines. Drainage routed to the street must be directed beneath the sidewalk and through the curb. 28. A final design geotechnical report shall be prepared for the proposed project to provide structure-specific geotechnical recommendations. The final report shall address all issues initially covered in the Preliminary Geotechnical Report prepared for the Armstrong Ranch Development Project. Final recommendations on earthwork, spread footings with slabs- on-grade, reinforced mat foundations, post-tensioned mats, friction piles, cathedral retaining (basement) walls, and measures to address soil corrosion shall be identified. The final report shall specify foundation recommendations to ensure issues associated with underlying soft, compressible clay soils are addressed. Construction of the project shall comply with all recommendations in the final geotechnical report. 29. Prior to the issuance of grading permits, the project applicant shall provide proof of coverage under NPDES General construction Activity Storm Water Permit, which includes a copy of the project permit number and two copies of the Storm Water Pollution Prevention Plan. Resolution No. 2007-42 Page 8 of 11