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NOV-02-99 02:13 PM Dorn Readv Mix 9~+B67+7443 P. 03 <br />' • <br />et:c rll,~«l ~~. sl~9zata <br />Odubcr 28. I l>99 <br />Pabr ? <br />4arih I u~mcrnub Cuu>ullan~~. In. <br />'fhc di;tancc from the right-of-way to the toe of tltt slops in the ~~rac~uion area would <br />ulluw tier u ;lope no flatter than ±.75 horizontal to 1 vertical. Givrn th~• 1}fiction angle of <br />the granular soih, the approximately in-situ slope of the below water in place materials <br />:utJ the di,tunce tom the toe of the slope to the tight-of-~cay boundar} , a is our opinion <br />the pr~xnl ~unliguratiun has virtually nu potential to impact ilu 1-7v right-ul=way. <br />W'c appreci:de the opportwuty to be of sen•ice to }ou on Ihis prujurt. If you have any <br />questions concerning this report, or if tcc can be of further serviec l.~ ycu in any other <br />way, please do not hesimte to contact us. <br />Vcry• tally yours, <br />N:artL l;ngineering Consultants, Inc. <br />LI,LJdmf <br />cc: Jach Odor -GASP <br />Principal [ngin4cr <br />