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LONGITUDINAL SECTIONS <br />OF <br />INTERMITTANT DRAINAGE <br />7750 <br />7625 <br />7750 <br />7625 <br />7750 <br />7625 <br />-9s \\~ <br />~G ` <br />~o ~ <br />ASSUMP710NS FOR ALL SCENARIOS <br />1. Ave. bedrock slope throughout <br />drainage is 45-50' <br />2. Ave. slope of cliffs throughout <br />drainage is 60-65'. <br />3. Cliff face is nearly vertical <br />to base. <br />i 4. Bedrock of drainage is nearly <br />~ uniform to base. <br />~ Horizontal & Vertical Scale 1~~=50' <br />~i SCENARIO # 7 <br />~i <br />Scenario #1 <br />~I \~~S~q,~, s the bedrock <br />I ' ~ F pc- <br />i \~F,~ <br />I ' ~~r <br />~ PROPOSED F/NAL GR,gDE ` ` ~ <br />.._. <br />assumes that <br />slope is <br />7615 <br />I <br />~~ I <br />I <br />y`~°s~ ~., Q; SCENARIO ~2 <br />`r ~ ~ ~. Scenorio #2 assumes that <br />~ O,o <br />`row-^ i~ ~~'~/.STS the bedrock slope is <br />'O~c.~~o U ~ ~NC S, ^~ 45'. <br />~ ~ <br />UCCA <br />~QS~~. <br />I PROPOSED FINAL GRADE ~ <br />~ ~ <br />'~ I <br />,` ~ <br />~~ ~., Qi SCENARIO ~3 <br />t ~ ~~ <br />rnr <br />7615 <br />~°o ~\ ~. Scenorfo #3 <br />`o Ui ~~'~/\NCS` th~Obedrock <br />0 <br />~ ~jDF PROPOSED FINAL GRgDE ~ <br />assumes that <br />slope is <br />GL ~ ~~' E c';,~-IIVIC'AL STABILl7Y EXHIBIT 10~24~97 <br />