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<br />be prepare in accordance with <br />the recommendations <br />presented in the Site <br />Preparation Section of the <br />Geotechnical Investigation <br />Report prepared by T.E.L.A. <br />in April of2003. Fill should <br />be spread in 6 to 8 inch lifts <br />and should be moisture <br />conditioned and compacted <br />in accordance with the <br />recommendations presented <br />in the Site Preparation <br />section. All undocumented <br />fill or disturbed soils within <br />the building areas should be <br />removed and compacted <br />under observation and testing <br />of a representative of <br />T.E.L.A. <br />The exposed sub grade and/or During BuildingIPlanning <br />excavation bottom should be Construction Agency <br />observed and approved by a <br />representative ofT.E.L.A. for <br />conformance with the intent <br />of the recommendations <br />presented in the geotechncial <br />report and prior to any further <br />processing or fill placement. <br />Onsite inorganic granular During BuildingIPlanning <br />soils that are free of debris or Construction Agency <br />contamination are considered <br />suitable for placement as <br />compacted fill. A <br />representative ofT.L.A. shall <br />provide guidance for <br />acceptability and placement <br />of on-site clay fill materials. <br />Observation and field tests During BuildingIPlanning <br />shall be performed during Construction Agency <br />grading by a representative of <br />T .L.A. in order to assist the <br />contractor in obtaining the <br /> <br />4 <br /> <br />75C-142 <br />