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6650— \ —CASE NUMBER 9 <br />6500— <br />6450— <br />CASE NUMBER <br />DEWATERING SYSTEM <br />LEFT IN PLACE <br />I DEGREE OF <br />I COMPACTION <br />UPSLOPE RETAINING WALL <br />LEFT IN PLACE <br />MINIMUM FACTOR <br />OF SAFETY <br />9 <br />SEE NOTE <br />85% <br />NO <br />0.876 <br />NOTE: CASE NO.9 RETAINED THEDEWATERING SYSTEM DOWNSLOPE FROM THE CUT, BUT All <br />THE DEWATERING SYSTEM UPSLOPE OF THE CUT TO BMOME INOPERABLE. CASES 10,11 &12 ASSUME <br />ALL OF THE SYSTEM IS OPERABLE_ <br />SOIL CONDITIONS <br />FILL ZONE. <br />DRY SOIL CONDITIONS <br />EXH IB I T No. S ; » >:<:: >: >: >: »:;:. <br />6400_ STABILITY ANALYSES -ABOVE PORTAL TURNOUT :. >:::.;:..... DRY <br />ACCESS ROAD STATION 65 + 00 SOIL <br />(DOWNSLOPE DEWATERING ONLY) CONDITION, <br />SCALE: I" = 50' <br />6350— 50 0' 50' 100' <br />O' 50' 100' 150' 200' 250' 300' 350' r 400' 450' 500' 550' 600' <br />Permit Number <br />Class: DPemt <br />Section /Exhibit: .__- .- ._O.YI <br />! Class. ❑ Revision <br />I Type /Seq -- - .-- _----- - -_ -_� <br />------ -- <br />O <br />Class. � Report O Hydro General - - _ _ <br />Doc Type_ - - - - <br />- -- - - - -- --- ----- - -- <br />OApplicalion (Co1-0 l nly) O Bond O Enforcement ❑Inspectin <br />scale: 1" = 50' ® merrick and company <br />drawn J.P. engineers and architects <br />D.A.F. p•o. bo■ 2"26 /ele (303) 751 -0741 <br />checked 10655 *set Bethany drive • denver,colorsdo 60222 <br />approved D.A.F. 0b 11110,103 -3924 date 4 -11 -81 -sh:5 01`7 <br />EXHIBIT 5 <br />