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!tea <br />PORTAL BENCH <br />R . <br />93asm <br />6420— <br />.•aa <br />FILL ZONE <br />PORTAL BENCH <br />ACCESS ROAD <br />EXH IB IT No. / <br />6380_ STABILITY ANALYSES -ACCESS ROAD <br />STATION 60 + 83 <br />(NO DEWATERING ) <br />SCALE: 1 "= 20' <br />6360— 20 0 <br />20' 40' <br />0 50' 100, <br />Permit Number <br />DEWATERING SYSTEM <br />LEFT IN PLACE <br />Class ❑Permit <br />Section /Exhibit: <br />UPSLOPE RETAINING WALL <br />LEFT IN PLACE <br />Class O Revision <br />7CASENUMBER <br />Type /Seq <br />_. ____ _ _ _ _____ _ _ _ _ _. <br />Class: O O Report <br />Hydro OGeneral <br />Doc Type. <br />---- <br />- -- — Bo nd -- - - <br />--- -- <br />OApplicano n (Coal only) O Bond O Enforcement []Inspection <br />0 <br />NUMBER 3 <br />FILL ZONE <br />1 <br />150' <br />BIN WALL INCLUDED FOR <br />CASE NUMBER 3 ONLY. <br />FILL ZONE <br />raa <br />CASE NUMBERS I a 2 <br />DRY SOIL CONDITIONS <br />1 <br />250' <br />YIl5_S <br />scale: 1' - 20' ® merrick and company <br />drawn ,,. P engineers and architects <br />chocked D.A.F. P.o. 60 1 .6 fate (303) 751 -0741 <br />10655 east Wherry drive - donvor,cobrado el <br />approved D.A.F. Job no.103-3924AStO4 -11 -81 ah.I of <br />r . <br />EXHIBIT 1 <br />DEWATERING SYSTEM <br />LEFT IN PLACE <br />DEGREE OF <br />COMPACTION <br />UPSLOPE RETAINING WALL <br />LEFT IN PLACE <br />MINIMUM <br />OF SAFETY <br />7CASENUMBER <br />NO <br />85% <br />NO <br />1.045 <br />NO <br />95% <br />NO <br />1.058 <br />NO <br />85% <br />YES <br />1.044 <br />NUMBER 3 <br />FILL ZONE <br />1 <br />150' <br />BIN WALL INCLUDED FOR <br />CASE NUMBER 3 ONLY. <br />FILL ZONE <br />raa <br />CASE NUMBERS I a 2 <br />DRY SOIL CONDITIONS <br />1 <br />250' <br />YIl5_S <br />scale: 1' - 20' ® merrick and company <br />drawn ,,. P engineers and architects <br />chocked D.A.F. P.o. 60 1 .6 fate (303) 751 -0741 <br />10655 east Wherry drive - donvor,cobrado el <br />approved D.A.F. Job no.103-3924AStO4 -11 -81 ah.I of <br />r . <br />EXHIBIT 1 <br />