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TABLE 1 MITIGATION blON~ORING PROGRAM ACl'~VIT1ES MitilRation laea~J~re GEOLOGYr SOILS AND SEISMIC Prior to final design, the laboratory testing of subsurface soils will be completed and appropriate engineering and design measures will be incorporated in the finaJ design. All buried metallic components considered sensitive to corrosion will be protected from du'ect contact with soils, Due to the moderate to high compressibility of soils to a depth of 20 feet, the proleCt design will include either precast concrete piles or cast-in-drilled hole concrete piles ior the press mat foundations and for other heavy column ibads. Timing o! Implementation Prior to completion of final design Final design Final design Floor slabs in the newsprint storage/lay down area, sub)ecl to loads Final design on the order of ~00 pounds per square loot, will be provided structural support throngh provision of either piles or partial over excavation and compaction of loose soils. Site drainage will be designed to limit post construction infiltration of moisture into subsoils located below structures. All structures will be designed in accordance with the City of Santa Aha Seismic Code and the Uniform Building Code. Final design Final design Responsible Agency/Organization 1: Register A: City of Santa Aha l: Register ^: City of Santa Aha h Register ^: City of Santa Ana h Register A: City of Santa Aha l: Register A: City of San[a Aha h Register A: City of Santa Aha 1: Agency or party responsible for implementing the mitigation measures, A: Agency or party responsible for approving implementation and verifying that measure was implemented. Mitigation measures are from the Draft EIR (October 1990) and the Response to Comments Report (December 1990)