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• <br />11 <br />EAST CRESSON OSA PLAN VIEW <br />1000 0 1000 2000 FEET <br />LEGEND: <br />`""`~"~'-' EXISTING GROUND SURFACE CONTOUR E4 FEET <br />n<rcr.= <br />1. f.LljTlfi'o Ch'O(R16 tOt'f~PdGNr qNG PkpPGSCG GtERBURCGv SIRGRFGE PAFA <br />LI~/II~ FE.S:IEVLti FN91A Cf1~Y 911 t4tdC~ft I~~ 2669 <br />9,900 <br />z <br />i? 9,900 <br />9,900 <br />9,900 <br />0 9,900 <br />w <br />9,900 <br />+~~ 800 1,200 1,600 <br />DISTANCE (FEET) <br />A CRITICAL STABILITY SECTION ~ <br />110 <br />1 <br />100 0 100 200 FEET 100 p Ipp ypp FEETI <br />I <br />VERTICAL SCALE HORIZONTAL SCALE <br />VERTICAL E%AGGERATION =1X <br />2,000 <br />DISTANCE (FEET) <br />B CRITICAL STABILITY SECTION <br />110 j <br />100 0 100 200 FEET 100 0 100 200 FEET <br />VERTICAL SCALE HOAZONTAI SCALE <br />MATERIAL PROPER TIES <br /> <br />SOIL OR INTERFACE MOIST UNIT <br />WEIGHT <br />(pM) SATURATED UNIT <br />WEIGHT <br />(pcf) FRICTION ANGLE <br /> <br />(degrees) <br />`RDFHIMAIERUU ~ 1'JB ~ f20 <br />~ 39 I <br />~ <br />FOUNDATION SOIL 120 126 29 <br />vERncal EXAEX:EIwTaN =1x `"' CRIPPLE CREEK & VICTOR <br /> GOLD MINING COMPANY <br /> PpOJECT <br /> OSA STABWTY ASSESSMENT <br /> nnE <br /> <br />I EAST CRESSON OVERBURDEN STORAGE <br /> JR AREA PLAN AND SECTIONS <br />A ~~~A/OB rssum FOR PERInr <br /> JYM <br /> DISCIAINER <br /> <br />SYIIH WIVJWS CONSULTANIA DR. PRODUCED THE INFOAWTION P~SENTED DESIGNED 9Y JWH CHECKED <br />BY <br />JFl <br />DN TIIR DRAWDIO IHAWDN INE USE OF TECHNK'AL INFOAYATION AND <br />PRACTICAL LYPER021CE SPECIIIC M RS ETT'ORIS. RECETYNO TNIS DRAWING <br />ooES NOT GUARANTEE ANY RIOH15 TO SUCN TECHNICAL INFORNATrox ANO <br />PAACTICAI EXPERLNCE <br />ANY <br />SNITHVYILLIANS <br />CC)NSULTANTS <br />INC DRAWN BY JWN APPROVEp qy Al <br />, <br />ALTERA1gN OR ADAPTATNNI Oi THE DATA OR , FR LNAYE C <br />N <br />R' <br />' <br />Almon u mEm o~LE "~aESPO~nmAio~SlnT~il w~uuus~cCl~iwETAn"IS, IHD E~w..~'~~ <br />.Pro" "~""°p' E4a.Nevtle <br />PNOn:,iS"°~°° 1125D59 a Ne <br />' <br />" <br />A110 REv <br />A <br />wu 800 1,200 1,600 2,000 2,400 <br />