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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />')': <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Mr. Joseph L, Jordan <br />September 8, 1978 <br />Page 3 <br /> <br />~- <br /> <br />the dam and reservoir if standard engineering procedures are <br />followed. <br /> <br />Some of the slopes adjacent to the reservoir are at about <br />their maximum angle of repose and some minor slumping at the <br />water line, and particularly at times of rapid drawdown, may be <br />anticipated. The extent of the minor failure should not be greater <br />that that caused by the present irrigation ditch along the south <br />side of the valley. It is concluded that there are no geologic <br />factors that would adversely affect the design, construction or <br />maintenance of the Yamcolo reservoir. <br /> <br />If you, or others, should have any questions concerning the <br />geology of the Yamcolo reservoir, I should be glad to meet with <br />you, and them, at your convenience. <br />~...~'I!.~.'tl!t.t; <br />N<>~c:, S, r.06'I.'~~b <br />."9.:-'" . I,S'"., ~ <br />#x,'" 'l-",,,lsrfRib ~r '~~ <br />:'(j ~ <br />, ~ <br />~ ~ <br />~ 1'1'"$ <br />'1 <.'r- r.......... '-', j;I <br />J ,"" '(' .," 'j-" <br />'." J'J'fON/,\ "", "y '" <br />. J'): ,'.',,~ .... <br />" 1/ IE 0" \ ()V .:" <br />'\ r, _",- <br />CS R : 1 k \";."~,,.....~ <br /> <br />Sincerely yours, <br /> <br />CHARLES S. ROBINSON & ASSOCIATES, INC. <br /> <br />~ --/~ <br /> <br />Charles S, Robinson, Ph,D., P.E. <br />President <br /> <br />, <br />