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TO -0007 Remove 2 UST's, Instal 1 AST <br />v^ DDJC-Sharpe Site, CA <br />DACWOS-00-D-0008 <br />PLACEMENT OF CONCRETE PAD <br />PREPARATORY INSPECTiON OUTLINE <br />A. PLANNED ATTENDANTS: <br />NAME <br />Dan Valentine <br />Jose Jiminez <br />Mike Regli <br />Robert Castaneda <br />B. SUBMITTALS: <br />ITEM <br />11C. <br />QC REQUIREMENTS: <br />ITEM <br />D. EQUIPMENT: <br />ITEM <br />POSITION <br />COR Representative <br />Laborer <br />Laborer <br />Site Supervisor <br />DESCRIPTION <br />r •u <br />DESCRIPTION <br />USACE <br />Geofon <br />Geofon <br />Geofon <br />Date: 04/20/2001 <br />COMPANY <br />QA CODE <br />STATUS <br />INSPECTED <br />------------------------------------------------------------------------------------ <br />E. CERTIFICATION THAT ALL PRELIMINARY WORK HAS BEEN COMPLETED: <br />Formwork has been visually inspected to assure compliance with agreed upon <br />conditions. Concrete mix design has been given to Don for FIO. Base soil is <br />stable. Alls ready. <br />------------------------------------------------------------------------------------ <br />F. METHODS AND PROCEDURES FOR PERFORMING QUALITY CONTROL: <br />Two cylinders will be collected and break test will be conducted after S days, if <br />this does not prove to be a proper time to place the AST another break test will be <br />conducted after 7 days. COR will need to give it approval prior to placing AST. <br />(1)(6)(4) PAGE 1 <br />