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May 26, 1999 <br /> Job [dumber SN-110 <br /> Page 3 <br /> TXets were performed on the old f el tank backfill at east side of site. <br /> Date Moisture Relative Location Elevation <br /> Content Compaction <br /> 5-24-995.5 92. NW End SG <br /> 5-20-996.0 93 N End SG <br /> 5-20-994.5 91 S End SG <br /> 13'-14' a re ate base fill, 90% minimum relative com action required. All tests p assin . <br /> We have employed accepted engineering and testing procedures. However, we do not undertake the <br /> guarantee of construction nor do we relieve the contras or of his primary responsibility to produce a <br /> completed project conforming to the project pians and specifications. <br /> Very truly yours, <br /> NEIL O. ANDERSON& ASSOCIATES, INC. <br /> Neil O. Anderson, President <br /> Geotechnical Engineer 2245 <br /> NOA:bcb[SN-I 10.fdt.wpol <br /> v p6Rs0� <br /> s N <br /> x LU <br /> O P <br /> ass o <br /> f _ - <br /> I <br />