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LONGITUDINAL SECTIONS <br />OF <br />INTERMITTANT DRAINAGE <br />7750 <br />7625 <br />7750 <br />7625 <br />7750 <br />7625 <br />ssG~~o ~'~, ~i SCENARIO #1 <br />t ~ Scenario #1 <br />JI~`SnNC the bedrock <br />UI ~ S X50'. <br />ASSUMPTIONS 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 />I uniform to base. <br />-v ~ ~ I Horizontal & Vertical Scale 1 "=50' <br />~O,o <br />~OFA <br />I `~~r <br />I PROPOSED FINAL GRADE ` ` ~ <br />assumes that <br />slope is <br />7615 <br />I <br />`~ I <br />I <br />~`~°s~ ~., Q; SCENARIO #2 <br />~`S'A~ ~I Scenario #2 <br />`f!oA VI `:~'I/\NCS th45bedrock <br />~ `~OEA <br />~pS/Z. <br />I PROPOSED FINAL G1?ADE ~ <br />assumes that <br />slope is <br />7615 <br />~ I <br />.,\ I <br />.~ <br />'- I <br />a ~., Qi SCENARIO ~3 <br />~~ <br />° \ y Scenario #3 <br />~~`rl ~~~/.S7j the bedrock <br />~~~ v i \~'C S~ ti 60'. <br />~O,oF <br />F <br />~ .F PROPOSED f7NAL GRADE ~ <br />~_ ._.._.. .. .._.._.._. -x_76 <br />assumes That <br />slope is <br />~c~:-~iL;~F~~~~CAL STABILITY EXHIBIT 10~24~97 <br />