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<br />Page Ttao <br />Mr. Mike Savage <br />June 12, 1982 <br />(4) The computor stability analysis on Overburden Pile ~)4 <br />has been rerun on a soil analysis of a field material sample <br />by Rhodes and Associates, Inc.; a copy of which is attached. <br />(5) As the subject valley fill is temporary, the diversion <br />ditch design is for a 10 year 24 hour storm in accordance with <br />Rule 4.05.4 which Rule 4.09.2(7) refers back to. <br />If you or Mr. Pendleton have any questions in regard <br />to this information, please contact this office. <br />INC. <br />~• <br /> <br />BTQ/dn <br />,-T V - y 4 C y> <br />Sincerely, <br />