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Report of Soils Investigation <br />2215 South Standard Ave,, Proposed Addition <br />Santa .Ana. California <br />Page 15 of27 <br />Job No. 40-0613 <br />April 5. 1999 <br />I <br />_I <br />I <br />l <br />removal prior to the placement of fill or improvements, (2) the potential for liquefaction <br />due to the groundwater observed at 22 tbg. <br />The recommendations for design and construction of the foundation are based on <br />empirical and analytical methods typical of the standards of practice in California. <br />Should these recommendations appear not to cover a specific feature of the proposed <br />development, please contact Construction Testing & Engineering, Inc. (CTE) lor <br />revisions or additions to our recommendations. <br />10.2 Grading and Earthwork <br />I 0.2. I Geotechnical Observation <br />Upon commencement of construction, CTE should continuously observe the <br />grading and earthwork operations for this project. Such observations are essential <br />to identi$ field conditions that differ from those predicted by the preliminary <br />investigations, to adjust designs to actual field conditions, and to determine that <br />the grading is in general accordance with the recommendations ofthis report. Our <br />personnel should perform adequate observation and sufticient testing of fill during <br />grading to support the Geotechnical Consultant's professional opinion as to <br />whether lhe work complies with compaction requirements and specifications <br />contained herein. <br />, <br />I