Laserfiche WebLink
C C' <br />10000 -1 10000 D D' <br />10000 —I r— 10000 <br />9700 9700 1.6 / <br />2.5 9700 1 �� 0 <br />U_ 1 �- /L— WEDGE FAILURE / w ; - <br />STATIC FACTOR OF SAFETY = 2.1 w WEDGE FAILURE <br />/ STATIC FACTOR OF SAFETY 2.2 <br />0 9600 PSEUDO - STATIC - 9600 0 z 9600 / PSEUDO- STATIC <br />>a> - - -- FACTOR OF SAFETY (0.14g) = 1.4 / as z // FACTOR OF SAFETY (0.14g) = 1.5 <br />W W <br />9400 9400 <br />9400 <br />PHASE III PHASE II PHASE I 0 <br />9200 9200 PHASE I <br />9200 <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 <br />HORIZONTAL DISTANCE (FEET) 0 200 400 600 800 1000 1200 1400 <br />C CRITICAL STABILITY C -C HORIZONTAL DISTANCE (FEET) <br />' <br />Q!') 1" = 200' D CRITICAL STABILITY D -D' <br />28 J 1" = 200' <br />C <br />10000 --1 <br />9700 <br />U_ <br />oz 9600 <br />a <br />Li <br />ELi�P: <br />9200 <br />� r4ifil] <br />800 1000 <br />IF THE ABOVE BAR DOES <br />NOT SCALE I INCH THE <br />DRAPING SCALE IS ALTERED <br />C' <br />r— 10000 <br />ENGINEER'S STAMP <br />U <br />'rJ iJ <br />NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED I DATE I BY <br />UNLESS LAST REVISION IS HAND WRITTEN <br />REVISED ISSUE FOR FINAL DESIGN <br />ISSUED FOR FINAL DESIGN <br />ISSUED FOR DRAFT DESIGN REPORT <br />ISSUED FOR CLIENT REVIEW <br />V 44,M RH X <br />7/6/98 TM TM JMJ <br />6/12/98 TM TM JMJ <br />5/27/98 TM TM JMJ <br />NO. I REVISION DESCRIPTION T,HES DRAWING IS NOT APPROVED -_ I DATE I BY ICHKDIAP'VD <br />1.6 <br />/�� / O <br />CIRCULAR. FAILURE <br />/ STATIC FACTOR OF SAFETY = 1.4 <br />�/ PSEUDO- STATIC <br />FACTOR OF SAFETY (0.14g) 1.0 <br />0 <br />PHASE III PHASE II <br />200 400 600 800 1000 <br />HORIZONTAL DISTANCE (FEET) <br />CRITICAL STABLITY P -r <br />28 1 " = 200' <br />CLIENT <br />PRINT ISSUE RECORD <br />1600 <br />I'' <br />F— 10000 <br />1000 <br />9700 <br />w <br />9600 0 <br />a <br />W <br />9400 <br />9200 <br />9700 <br />U_ <br />9600 0 <br />'a <br />J <br />l A <br />9200 <br />1800 <br />aECE�uF� <br />p,QR 15 1999 <br />Permit Number #: M- 1980 -244 <br />Class: Revisions <br />Type & Sequence:TR -029 <br />111111111111111 0011111181 <br />19629 <br />w fy� <br />Crls Crook & Victor Cold f.S � n Cornpanp <br />Of Cresson Project <br />DATE A Joint Venture — Pike* Peak Mining Company, Manager <br />TTrls PHASE <br />CRI MAL STABIL TY <br />CROSS SECTIO;+IS <br />200 UNION <br />PH( <br />COWRADO 00220 <br />i85 -2000 <br />RB " MAY 1998 <br />TM roe ND' 993 -2022 <br />TM DIGUAL NO. D017 <br />JMJ <br />AS SHOWN DVD tr SE°Q <br />2022DO17 28 D <br />r <br />WEDGE FAILURE <br />STATIC FACTOR OF SAFETY = 1.5 <br />9700 <br />10000 <br />_ <br />PSEUDO - STATIC <br />FACTOR OF SAFETY (0.148) = 1.1 / <br />/ <br />_ <br />Li <br />�l <br />— TRANSLATIONAL FAILURE <br />Li <br />.U_ <br />rd <br />2.5 / STATIC FACTOR OF <br />SAFETY = 1.5 <br />9600 <br />9700 <br />PSEUDO-STATIC <br />1 F-7 <br />0 <br />/ %�— ACTOR OF SAFETY <br />(0.148) = 1,0 <br />a <br />� <br />LU <br />/ <br />9400 <br />z <br />9600 <br />o <br />NOTE 2 „�: <br />, <br />J <br />w <br />9200 <br />9400 <br />PHASE II PHASE <br />I <br />9000 <br />9200 <br />1200 1400 1600 <br />1800 2000 2200 2400 2600 2800 <br />3000 3200 <br />3400 <br />NOTE: <br />0 <br />HORIZONTAL DISTANCE (FEET) <br />1. PIEZOMETRIC LEVEL MODELED AS 1' OVER <br />GEOMEMBRANE, UNLESS OTHERWISE NOTED. <br />E <br />CRITICAL STABILITY SECTION E -E <br />2. PIEZOMETRIC LEVEL MODELED AT ELEVATION <br />28 <br />9300' WITHIN LIMITS OF PREGNANT SOLUTION <br />1" = 200' <br />STORAGE AREA, TRANSITIONING TO 1' OVER <br />GEOMEMBRANE ELSEWHERE. <br />ENGINEER'S STAMP <br />U <br />'rJ iJ <br />NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED I DATE I BY <br />UNLESS LAST REVISION IS HAND WRITTEN <br />REVISED ISSUE FOR FINAL DESIGN <br />ISSUED FOR FINAL DESIGN <br />ISSUED FOR DRAFT DESIGN REPORT <br />ISSUED FOR CLIENT REVIEW <br />V 44,M RH X <br />7/6/98 TM TM JMJ <br />6/12/98 TM TM JMJ <br />5/27/98 TM TM JMJ <br />NO. I REVISION DESCRIPTION T,HES DRAWING IS NOT APPROVED -_ I DATE I BY ICHKDIAP'VD <br />1.6 <br />/�� / O <br />CIRCULAR. FAILURE <br />/ STATIC FACTOR OF SAFETY = 1.4 <br />�/ PSEUDO- STATIC <br />FACTOR OF SAFETY (0.14g) 1.0 <br />0 <br />PHASE III PHASE II <br />200 400 600 800 1000 <br />HORIZONTAL DISTANCE (FEET) <br />CRITICAL STABLITY P -r <br />28 1 " = 200' <br />CLIENT <br />PRINT ISSUE RECORD <br />1600 <br />I'' <br />F— 10000 <br />1000 <br />9700 <br />w <br />9600 0 <br />a <br />W <br />9400 <br />9200 <br />9700 <br />U_ <br />9600 0 <br />'a <br />J <br />l A <br />9200 <br />1800 <br />aECE�uF� <br />p,QR 15 1999 <br />Permit Number #: M- 1980 -244 <br />Class: Revisions <br />Type & Sequence:TR -029 <br />111111111111111 0011111181 <br />19629 <br />w fy� <br />Crls Crook & Victor Cold f.S � n Cornpanp <br />Of Cresson Project <br />DATE A Joint Venture — Pike* Peak Mining Company, Manager <br />TTrls PHASE <br />CRI MAL STABIL TY <br />CROSS SECTIO;+IS <br />200 UNION <br />PH( <br />COWRADO 00220 <br />i85 -2000 <br />RB " MAY 1998 <br />TM roe ND' 993 -2022 <br />TM DIGUAL NO. D017 <br />JMJ <br />AS SHOWN DVD tr SE°Q <br />2022DO17 28 D <br />