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AMIR AZNAVIAN <br />HGEI Project No. 19-03-3801 <br />April 16, 2O19 <br />Page 2 <br />Conc lusio n <br />Based on the compaction test data reported herein, it has been concluded that the backfill <br />material placed to fill the former swimming pool has been sufficiently compacted and is <br />expected to perform satisfactorily (non-structural). <br />This report should be reviewed, and additional testing and analysis conducted as necessary if <br />any future construction is planned in, near or around the former swimming pool backfill area. <br />The possibility of differential settlements could occur across sections of unforeseen or differing <br />soils. <br />Very truly yours, <br />HARRINGTON GEOTECHNICAL ENGINEERING, INC. <br />)"1r4 <br />e L. Welch, P.E. <br />ior Geotechnical Engineer l,JI <br />ILW: mvd <br />il 'o <br />'t <br />Y <br />Attachments <br />(3 copies submitted) <br />1590 N. Brian Street, Orange, CA 92867-3406 FAX (714) 637-3096 PHONE (714) 637-3093 <br />Please visit our webslle al www.haninotonoetednical.@m <br />We appreciate this opportunity to be of service and trust this report meets your current needs. <br />Please call if you have any questions or if we can be of further assistance. <br />-/'--.