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, <br />Intacorp E-3692-721 <br />October 31, 2000 _ _. .., _ Pa�ge 2 <br />Eerth Consuhants, Inc. (ECII represe�tetives elso observed the foundation bearingsoits. <br />Ths b�aring soils consist of dense silty sand with gravel and should provide adequate <br />support for the three thousand (3,000) pound per squua foot design load. <br />We t►ust this letter meets your cu��ent needs. If you have anV queations, please call. <br />•- Respectfully submitted -• —• • - <br />EARI'H CONSULTAN7S, INC. . _. <br />� <br />.._ � �' <br />Scott D. Dinkelman, RPG <br />Project Manager ���;g� <br />S�e �.- cF -��Sl <br />2 �� <br />Kyle R. Campbe P . <br />Manager of Geo ch ica s <br />sooncncrr�. <br />� � 10+��I�c <br />��r.w ��1�,�1•y <br />eKm conn�canu. mc. <br />