Laserfiche WebLink
GiIZem <br />I <br />6420— <br />.gee <br />6360— <br />PORTAL BENCH <br />FILL ZONE <br />EXH IB IT No. / <br />STABILITY ANALYSES -ACCESS <br />STATION 60+ 83 <br />(NO DEWATERING ) <br />SCALE: I ° = 20' <br />20' 0' 20� - 40' <br />CASE NUMBER <br />DEWATERING SYSTEM <br />LEFT IN PLACE <br />DEGREE OF <br />COMPACTION <br />UPSLOPE RETAINING WALL <br />LEFT IN PLACE <br />MINIMUM FACTOR <br />OF SAFETY <br />I <br />NO <br />85% <br />NO <br />1.045 <br />2 <br />NO <br />95% <br />NO <br />1.058 <br />3 <br />NO <br />85% <br />YES <br />1.044 <br />CASE NUMBER <br />-FILL 20NE <br />- -BIN WALL INCLUDED FOR <br />® CASE NUMBER 3 ONLY. <br />PemtN be <br />Class: OPar <br />Section /Exhibit: .-.---._--.-.------------------ <br />! Class: [3 Revision <br />scale: <br />! Type /S;%- - _- --- ---- -_ <br />Class: pon C0 Hydro General .T-� II_� dreMn <br />.Doc Type - —1� 1 - -_� 1L __ -_ -. <br />OAppliraUCM (Coal only) t3 Bond 0 Enforcement ❑ Inspection checked <br />epplroved <br />CASE NUMBERS I d 2 <br />DRY SOIL CONDITIONS <br />I�IIII �IIII ��I�I II�II �III� I�II� III III <br />OOlo92 <br />le -20, merrick and company <br />,1 P. engineers and architects <br />p.o. boa 2 026 tole (303) 751-0741 <br />D A.F. 10855 *88t betheny drive denver, colorado 80222 <br />D.A.F. <br />Job 110.103 -3924 date 4-11-81 9h. I of 7 <br />EXHIBIT 1 <br />