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io <br /> -Al LLJ <br /> po <br /> EXISTING GROUND CONTOURS <br /> EXISTING ROADS/TRAILS <br /> o 8,s2 o A v v 1 <br /> 1 <br /> N_5900D 1 1 ` 58 � EXISTING DRAINAGES <br /> - - <br /> '� fit UNDERGROUND WORKINGS <br /> tz3 <br /> i- • /,- T \ ———— SQUAW GULCH VLF PHASE LIMITS <br /> f:1z9 EXISTING PERIMETER o _— EXISTING PHASE :'✓ru <br /> ACCESS ROAD \� �l� 3,� D ON CHAN I' <br /> •tsa ., �i�., �� i � �� � � � I d EXISTING BUILDING <br /> EXISTING PHASE 2I ' '- V�� DEEP OR TIMBERED SHAFT <br /> / <br /> SEDIMENT POND •� \ 159 <br /> I /✓�„1F-•t43 _ , f OPEN OR COLLAPSED ADTT <br /> •84 \ � C I TEST PIT OR CONICAL SURFACE <br /> s <br /> v ��/ <br /> � A rIP 1 tl a V taz T ' / WORKING <br /> 140 36 Ji - 1 •1 / I I l 1 1 \ + <br /> � `' � � ✓ A� -7 :t DEPRESSION <br /> It � t .7P34 186.1 �/ V ROAD CUT, SAMPLE LOCATION, OR <br /> 133 1e� <br /> ����T�.` 1 <br /> 1 2 /i v � ) t Sze X FEATURE OF INTEREST <br /> z 0121 1�� / q DRAIN COVER <br /> I y ��I <br /> / ■ • •91 <br /> /tl tsr .F. S } FILL STOCKPILE 1 \\\\ p\\ COLLAPSED SHAFT <br /> i ` + •eo 'CHIP" <br /> p$ 92 •TP4.� is- ttt P` TRENCH <br /> / �3 SLOT MINE OR OPEN COLLAPSED STOP <br /> •72., / /i •78 •120 A. ��1 / �\� / .� X248 /, �A / =J - o >�' <br /> II 249 I y�f-� �T/ .� - j <br /> SQUAB GULCH OSA <br /> % mn 31 �- s v / u SHALLOW SHAFT OR SURFACE WORKING <br /> N 58000 , / GULCH VLF <br /> o It za J 1 h R \ i I \ 1i <br /> PHASE 2A SQUAW <br /> / l ta78 —1� •zs4� 11 HISTORIC BUILDING REMAINS <br /> 7t- _ 0100 \ •sae ✓. Y 1 ' c✓[[.253 ., l i� <br /> yIJ�,-YB'lw \t {�H9/�� �i I I f ! X HISTORIC MINE <br /> —� <br /> V •7s <br /> �•24ti ,. 4\ ��b�V `V �,'o o '� <br /> •70 (( _ o <br /> _ <br /> 88• tiJ�AL i �\ •213 1 •• 2 NOTES: <br /> �I 1 •TP38 \\ •212 I�Ai • 3 ����� �3�_ % �� �`S ��� p� --__�-- <br /> 1 ��' I •241 T_• 10 1. THIS DRAWING IS FOR INFORMATION ONLY. <br /> M \ \ <br /> •z14 2/r 2 z•zs7 •zeo �\\�J ��oL.�e <br /> 2n •239 1 �7 1� Ip � 2. THE UNDERGROUND WORKINGS SHOWN WITHIN <br /> .zoo / 8 \\ \ THE PHASE 2A AND PHASE 2B LIMITS SHOULD <br /> 1 �� i <br /> -+ ► c •32e •3zb .2se u \ ��\\�' `. \ \ \ \ \�\_ j HAVE BEEN REMEDIATED DURING THE PHASE 1 <br /> / mzts F= v \ vas <br /> 0238 <br /> m �` CONSTRUCTION. <br /> •rn28 o \ t�Tom_ �_ v \ V A �, <br /> 3. PRIOR TO COMMENCING WORK, THE CONTRACTOR <br /> all218 <br /> \\ •zz0 • 12308 1t• • _�� _ ��` SHALL VERIFY NO ADDITIONAL UNDERGROUND <br /> 9 s9 jl] 1\ � > �` \ \ 219­ <br /> �4• zzz •234238* <br /> .235 � \ •2�� __ WORKINGS REQUIRE REMEDIATION. <br /> \� 1 \ I \ <br /> I <br /> 9'4 / A ��` \ 316++ d ��f�� w \ - 4. IF AN UNREMEDIATED UNDERGROUND WORKING IS <br /> s7 1 \\ \ \ m233 DISCOVERED, THE CONTRACTOR WILL WORK WITH <br /> \8301 / ;_ \ \ \ THE ENGINEER TO DEVELOP A PLAN FOR <br /> \7_ ' , \ \ �_ T \ \, \\' REMEDIATION. SEE DWG A38 FOR DETAILS. <br /> L PHASE 2B S UAW__ \ ��__ <br /> a •TP�7 \ \ \\ • ! -s> GULCH VLF \ 5. A LIST OF KNOWN UNDERGROUND WORKING IS <br /> o l� 24 SHOWN ON DRAWINGS A32-A36. <br /> EXISTING 1 / v ♦ <br /> o PHASE 1 I \ <br /> SEDIMENT 1 424 / \�� \ IQ _ <br /> POND j <br /> ,� \ \• (�/, \ // / _ * y�� I \� '4� �'e=== il`�r\\\ <br /> 423 r II __________ <br /> EXISTING HAUL ROAD422 <br /> C.r 1 <br /> 419. <br /> o I EXISTING PHASE 1 <br /> i I SQUAB GULCH VLF <br /> 0. <br /> < 4061 <br /> i <br /> i <br /> o N 56000 __. •404-. I --�_� � Q <br /> —57 <br /> 0 200 400 FEET.•.•"••' •• <br /> o <br /> APPROVED BY, DISCLAIMER CLIENT CRIPPLE CREEK & VICTOR <br /> o JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED • ewFietds GOLD MINING COMPANY <br /> o CHECKED BY. ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT <br /> j JNM TECHNI RECEMNG THSODRAWIOG DOESRMATIN AND �NOTIGUARANTEE ANY SQUAW GULCH VLF PHASE 2 <br /> DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlLENWE <br /> o -12-201 ISSUED FOR CONSTRUCTION .JHP JNM THE DATA OR DRAWING SHALL BE AT USER'S RISK 0106.027.011M <br /> j DRAWN gY: AND WITHOUT ANY LIABILITY OR LEGAL HISTORIC UNDERGROUND WORHINGS DRAWING NO. REVISION <br /> a REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFIELDS. A90 0 <br />