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it <br />c:0• <br />6500— <br />6450— <br />isle= <br />Dlkylfl= <br />SE NUMBER 9 <br />CASE NUMEER <br />DEW4TERING SYSTEM <br />LEFT IN PLACE <br />DEGME OF <br />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 THE DEWATERING SYSTEM DOWNSLOPE FROM THE CUT, BUT ALLOWED <br />THEDEWATERING SYSTEM UPSLOPE OF THE CUT TO BECAME INOPERABLE. CASES IO,II 912 ASSUME <br />ALL OF THE SYSTEM IS OPERABLE. <br />EXH IB IT No. 5 <br />STABILITY ANALYSES -ABOVE PORTAL TURNOUT <br />ACCESS ROAD STATION 65 + 00 <br />(DOWNSLOPE DEWATERING ONLY) <br />SCALE: I"= 50, <br />50, Or 50' 100* <br />I I I I I I I <br />0, 50, 100, 150, 200, 250, 300, <br />Permit Number o — Qn — n-n <br />Class: OPermit <br />Section/Exhibit: <br />Class O Revision ------------------- ._. <br />Class: W epo rtOH yd ro OGene 1 _ - ___- _- _____._ � <br />Cla - - -- <br />OApplication (Coal only) 0 Bond O Enforcement O Inspection <br />SOIL CONDITIONS <br />FILL ZONE. <br />DRY SOIL CONDITIONS <br />DRY \ <br />IL <br />CON <br />I I I I I I I I <br />350, 4001 4501 500' 5501 600, <br />111111 Hill IIIII IIIII 111111 IIIII IN IIII <br />001694 <br />EXHIBIT 5 <br />