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., <br />FROM MONRDNOCK • PHONE N0. 3033254600 • Oct. 25 1997 09:i8PM P6 <br />LONGITLIDINAL SECTIONS <br />OF <br />INTERM:'TTANT DRAINAGE <br />7750 <br />7625 <br />7750 <br />7625 <br />7750 <br />7625 <br />~~Gy~a~ ~'~, ~i SCENAR/0 #1 <br />Qi <br />~~ ~~7 Scenario #1 <br />J~ sTi'vc the bedrock <br />V S •~ 50'. <br />ASSUMPTIONS FOR ALL SCENARIOS <br />1. Ave. bedrock slope throughout <br />drainage is 45--50' <br />2. Ave. slope of cliffs throughouf <br />drainage is 60-65'. <br />3. Clif( face is near/y vertical <br />to base. <br />I 4. Bedrock of drainage is nearly <br />~ uniform to base. <br />~ ~ Horizontal & Vertical Sco/e 1'=50' <br />~ ~ ~0~ <br />~ ~ ~ F p~. <br />~ \ <br />PROPOSED F/NAL GR,gOE ` ~ ~ <br /> <br />\, ~ <br />~;~~~~ <br />oss~mes that <br />slope is <br />7615 <br />I <br />I <br />I <br />~; SCENARIO #2 <br />F scenario #2 <br />v~ ~~'~\NC th456edrock <br />assumes that <br />slope is <br />s~~A <br />y \OF~ <br />A <br />` ~ ~O <br />S`/,1. <br />PROPOSED F7Nq[ Gi~ADE ~ <br />.. .......~,~ 7615 <br />~ ~ <br />~'~ I <br />I <br />`~~, ~i 5CENARlO ~3 <br />i v.~ ¢ <br />\~\ Scenario ~3 assumes thaf <br />c, o v~ ~~/\NC s t ~~ edrock slope is <br />a~ ~ ~ ~ ` ~O'OF <br />O <br />xF ~,S\ffl \ ~~Siz. <br />PROPOSED F/NAL GRADE ~ <br />.. .._.._.. .~_~ 7615 <br />C,EOTECHNICAL STAB/L/TY EXHIBIT 10/24/97 <br />