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LAST SAVED BY:RSAUER <br /> DRAWING PATH:G010110D100.04\CAD\CAD De00FiguresIFig1-SlopeStabiliy.dwp <br /> PRINTED BY:ROWAN SAUER.PRINT TIME:11/3/2017 3:02 PM <br /> ) <br /> ( a ( 7�_� __ � f\ \ ... I <br /> C <br /> r/ \ y NIfr �r W14,1 21 i <br /> 1 i <br /> 44k.%''.." 111111111111 \ 1 \ 'I' '.' ( \'\ \'‘ \ 1'' '• \ '1----1) <br /> \______ <br /> 111111,11111‘. 1 <br /> ii , , -........ \ , . ‘,. ...,. .; \ <br /> \L----' f--- / ,---I / ) \\I't, 1 i,..'.„, .__n, , ,., , \,, 4 <br /> r / <br /> N 1 660.SW v1.:. \ \\\ <br /> ` , `t• I{� ) <br /> I\od <br /> {� <br /> V ' r1 \f-\ ' � tet _ <br /> I <br /> c.c, <br /> ,--\ ' 1 , g; , iiirlitO [—X\ } I r, „ I, , , ) , <br /> \ 1 8800 I !' ./ X1.. ' {' <br /> A \ )1 ' f--, -' ,. /\:t‘__! <br /> I 6775 \ 1 I • �- \ \ <br /> soololos 1\ ) \\.\ <br /> I 1 i / , , <br /> I ,_,./ / Mk. di .1' :i , .\\v <br /> N 1 668.500. I) ', r;;::::::: L1SN t‘.% / <br /> I - [ , / ill\i„ -14;*00 ............. <br /> I � t ` <br /> . UW 4 \' \IL <br /> IZI,t, \c,,,2. , ----------) . , ,, i) ,44144,44, 41:444,414%-. 0000 \ .\ \,,,,,,\ . , 1 \ <br /> I IE•10‘,NO, , \ 11 <br /> \ 11 .11. 11. 411\., \ <br /> \\ \ 11 I SI , <br /> Cs <br /> 1 \ ' I 4.; • J- /i.I, !_,,,,iii, <br /> \, ' '-,A‘' . /1, cii 0 , ' l• .''',,- — / '---,'-///-- Ia.° <br /> N1 b68 000 \ <br /> \ \� ` BrzS; 1 e1� / /�� ....• - % ‘1\\11) <br /> 7 <br /> I A / T�� <br /> q. <br /> � � I v / <br /> , _ �-� <br /> I � <br /> � . A VI . . / i <br /> V <br /> T <br /> -( <br /> i) V �A-\ UI '' iv ' <br /> I lf <br /> ,c, <br /> ''\1\L <br /> :,/./ 1./ ./{7 . .. .II,., ,.-T. ..,,j('''. <br /> � i I \ � , , �, , I � •f�'_ ( �.� i- 11 ( 1', I, f�\ I �__ I II\ ti� A _/'z I . I' <br /> ,- <br /> Li' <br /> ` I f'� te1 : \ ( : V --t I ---r - _r I <br /> ( ( <br /> PIT REGRADE AND BACKFILL <br /> PLAN <br /> 150 0 ISO 300 FEET <br /> .11 II <br /> 1-•150 AT FULL SIZE(ANSI D) <br /> 1".300 AT HALF SIZE(ANSI B) <br /> 6980 6980 <br /> 8920 ..I. . 1._ 6920 6840 8840 <br /> 6880 - .j F181AL.GRADE - 6880 6800 • + I + 6800 <br /> I-W - . • <br /> W I EXISTING GROUND <br /> Lii 6840 I 6840 W II- 6760 -''�I ' I 6760 W <br /> 1 i • <br /> - W jI <br /> + W <br /> Ll. 6720 I 6720 U-6800 8800 ZO EXISTING GROUND Z <br /> • <br /> Z <br /> 1 8760 I I - 6760 0 6880 - ( • - I I 6880 0 <br /> N <br /> 1 I a F- I WESTpIT I Q <br /> W 6720 I t ' - 6720 ELI 6840 i BACKFILLAION 6840 <br /> 'E <br /> J W <br /> W � .. W _I I WEST IT • <br /> 6680 _ - ' ^!y_6680 W 6800 EXPANSION 6600 W <br /> 6640 1 - _ �y 0 6560 <br /> 4... I - I i _ -684 I i I - 1 -8560 <br /> 6600 I - IN �1 8800 6520 V ,1bO I 652413�ys <br /> 88. AA m^ g-I 2q O O $$ d 4 $$ N m PP. <br /> r+1 a WW. <br /> N 1/2, 2q x x X s V Y tlO N r r <br /> mm �p y ���+p1 ill �m �� �p rp �p ,�/p� 1p �Tp{p ^p��p �� ��� �'�'911byy � N�/I�ammo <br /> k il 1b b .O i I 1 f0 b i ro m 'e R n L i g 0 g i �D i §1 5 O tD n m N ISO u'ro Im ,O ',,.Im +�P m b m m N n b Ski�F <br /> �ImNo►swa <br /> 1i <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+88 0+00 1+00 2+00 3+00 4+00 5+08+21 11 <br /> °Z g <br /> 41) STABILITY SECTION J I STABILITY SECTION I �� <br /> 43413091' <br /> 100 S. 100 200 FEET 100 0 100 200 FEET <br /> 6 GRI I I — al <br /> HORIZONTAL SCALE VERTICAL SCALE <br /> 1'=100 AT FULL SIZE(ANSI D) 1,100 AT FULL SIZE(ANSI-D) <br /> 1'•210'AT HALF SIZE(ANSI-B) 1,2W AT HALF SIZE(ANSI-B) <br /> NOTES: PROJECT AMERICAN GYPSUM EAGLE MINE <br /> 1. SCALE BAR MEASURES 3"ON A FULL SIZE PLOT(ANSI-D)AND 1.5"ONA EAGLE-GYPSUM MINE 2017 TECHNICAL REVISION <br /> HALF SIZE PLOT(ANSI-B). <br /> TITLE <br /> 2. EXCAVATION SLOPES ON THE WESTERN CUT ARE AN APPROXIMATION OF PROPOSED WEST PIT BACKFILL AND REGRADING <br /> ORIGINAL GROUND TOPOGRAPHY ASSUMING NO PRIOR EXCAVATION. /� /� �+ <br /> 3. COORDINATES PROVIDED ARE IN COLORADO CENTRAL STATE PLANE. PLAN AND STABILITY SECTIONS <br /> CLIENT <br /> AMERICAN GYPSUM CO. <br /> Of41 `i13 Knight PCONS�esold <br /> LTING <br /> DESIGNED BY RS LOCATION�� PROJECT NUMBER FIGURE NUMBER REVISION <br /> COLORADO DRMS ' —RMIT M-1984-041 ADTIMrCCOODBE RS <br /> XAEEFNUMER N/A 00100.04 1 0 <br />