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�. .. <br />May 26, 1999 i <br />Job Number SN -110 <br />Page 3 <br />The following tests were performed on the old fuel tank backfill at east side of site. <br />Date <br />Test <br /># <br />Dry <br />Density <br />per <br />Moisture <br />Content <br />% <br />Relative <br />Compaction <br />% <br />Location <br />Elevation <br />5-20-99 <br />1 <br />126.1 <br />5.5 <br />92 <br />NW End <br />SG <br />5-20-99 <br />2 <br />126.9 <br />6.0 <br />93 <br />N End <br />SG <br />5-20-99 <br />1 3 <br />1 125.1 <br />4.5 <br />91 <br />S End <br />SG <br />11 13'-14' aggregate base fill, 90% minimum relative compaction required. All tests passing. <br />We have employed accepted engineering and testing procedures. However, we do not undertake the <br />guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a <br />completed project conforming to the project plans and specifications. <br />Very truly yours, <br />NEIL O. ANDERSON & ASSOCIATES, INC. <br />Neil O. Anderson, President <br />Geotechnical Engineer 2245 <br />NOA:beb ISN -I IOAt.wpol <br />