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o 0 0 <br /> o �\ \' o o� <br /> LEGEND: <br /> FLYOVER)7 F R O D CO GROUND <br /> S i� EXITING UNNTUS 201LYV <br /> N 5900o EXISTING PHASE 2 � ( ) <br /> N - ----_--_= PERIMETER DIVERSIONCHANNEL :\ 1/ / Jl/ �I�I AS-BUILT PHASE 1 TOP OF SLF GROUND CONTOURS <br /> ----- i 1 / <br /> % PROPOSED PHASE 2A GROUND CONTOURS <br /> EXISTING PHASE 2 ����� ��� EXISTING PERIMETER I'� �(f 1j�i EXISTING ROADS/TRAILS <br /> SEDIMENT POND �A /: �� PROPOSED LEAK DETECTION-��, ACCESS ROAD, <br /> TRENCH (SEE NOTE 8) EXISTING DRAINAGES <br /> EXISTING LEAK � AA�;A����� � ��� ------"^��-� ` � 1� � - � O � ���� ��7 ------- SQUAW GULCH VLF PHASE LIMITS <br /> \\\�� \ � <br /> DETECTION OUTLET: <br /> N 58,385.28 <br /> EXISTING LEAK �• �.- � � '- �. / EXISTING LEAK DETECTION <br /> u t E 34.652.72 DEFECTION INLET: \ \ \:v a �_/�/1 - - - - - PROPOSED LEAK DETECTION <br /> J �9I`l/'i ELEV 9843.19'/ N 4,708.94 \`\\� ��` 1 i, 1 ` cam\ 7/ I! '11'11,1' <br /> E 34,708.94 10,050' BENCH �i1i,171 <br /> {� +I EXISTING UNDERDRAIN <br /> A62 \�A 1�1, 1 I l DRAIN COVER <br /> ELEV 9839.82 <br /> u fFlLL STOCKPI ��;1111t11��� <br /> - PROPOSED SECONDARY UNDERDRAIN <br /> EXISTING <br /> UNDERDRAIN OUTLET: A68 ' ` t J / ' <br /> � ' `\ 1 J NOTES: <br /> N 58,017.23 I <br /> E 34:605:22 I 1 , 1 1 ={ �i 1. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL <br /> N 56000 ELEV 9771./,5 / II 1`1 " �j �1 ✓ SQUAW GULCH OSA WITHIN THE GEOMEMBRANE LIMITS AND FINISHED GRADE <br /> it 11 �j�� L�`� �' I EVERYWHERE ELSE. <br /> 711" I ) ' " 2. THE GEOMEMBRANE LIMITS IS SHOWN ON DRAWING A50. <br /> EXISTING PERIMETER <br /> �' .s <br /> ACCESS ROAD A64 I 1 � J �, t r � j � o �' 3. ALL FINISHED SLOPES WITHIN THE GEOMEMBRANE LIMITS SHALL <br /> \ BE SHALLOWER THAN A 2H:1 V SLOPE OR 1.5H:1 V SLOPE <br /> EXISTING <br /> TOPSOIL /9 59' BEN CONDARY �'� \ � �` �-�\ i E t \� gip' OUTSIDE THE GEOMEMBRANE LIMITS, UNLESS APPROVED BY THE <br /> t ENGINEER OR THE OWNER. <br /> � ``a��,a i�� � �'� ,STOCKPILE � \ As <br /> v 4. IN AREAS WHERE 1' OR LESS OF CUT IS REQUIRED TO ACHIEVE <br /> THE PROPOSED SUBGRADE SURFACE ELEVATION WITHIN THE <br /> ( --- �1__�(ISTINCz y �,; �I �! III I! I rl A, ��� „ 000 GEOMEMBRANE LIMITS, THE EXISTING NATURAL GROUND SURFACE <br /> —TINDER „���� I I � \ . � ��./ � o � CAN BE CONSIDERED TOP OF SUBGRADE WITH THE APPROVAL <br /> EXISTING 1 N 57,7019— � 1 I`� '� I � ° ��\ � � O � \�� �•� � ��o s� V OF THE ENGINEER OR THE OWNER. <br /> RANDOM FILL �E 34,564.62 i �( \�� V <br /> STOCKPILE 96'S ELEV 9727.00' 'i f �' V ��� A �: 5. IF EXCESS CUT IS PRESENT AFTER THE MASS EARTHWORK IS <br /> COMPLETED, THE CONTRACTOR CAN SPREAD AND COMPACT THE <br /> c <br /> I / , DETECTION OUTLET: "- \ \ EXCESS MATERIAL AS RANDOM FILL WITHIN THE SHALLOW AREAS <br /> 96h t N 57.002.49 OF THE PAD AS DIRECTED BY THE ENGINEER. <br /> PROPOSED I 1 1 E 35,569.44 <br /> ROAD f 2ELEV 9819.59' \� QUAW GU TU RE LCH VLF <br /> \ ��\ \ 6. OVERSIZED AND UNACCEPTABLE MATERIAL WHICH CAN NOT BE <br /> PERIMETER ACCESS V �'-�-� <br /> -- USED AS RANDOM FILL WILL BE HAULED OFF THE PAD AND <br /> - 96 10,150' BENCH �\ STOCKPILED IN AN AREA PROVIDED BY THE OWNER. <br /> 7. THE CONTRACTOR SHALL PLACE FILL ON THE EXISTING HAUL <br /> POSITIVE DRAINAGE A MINIMUM OF 2% SLOPE) TOWARDS THE <br /> N 57000 ROAD AND IN THE EXISTING ROADSIDE DITCH TO PROMOTE <br /> PROPOSED LEAK DETECTION ____ �--_, _ ____ �--`�-`�\� ���� Ifth� � � EXISTING PHASE 1 PAD. <br /> TRENCH (SEE NOTE 8) N <br /> a EXISTING A68 8. WHEN CONNECTING THE PROPOSED LEAK DETECTION TRENCH TO <br /> PHASE 1 \\�7 oos �s� �� THE EXISTING LEAK DETECTION TRENCH, SEE DETAIL P ON Al <br /> SEDIMENT Ds�o��s��o �s <br /> m POND A <br /> a� rno u A _ NG HARol <br /> o ,r EXISTING L --(5 E RO \ \_ <br /> m DETECTION INLET: H I <br /> EXISTING <br /> a EXISTING PERIMETER ( �o u \ SECONDARY N 56,802. \ A62 \ <br /> 5,584.6 <br /> ACCESS ROAD UNDERDRAIN 1 ELEV 398 2.5 ' \ EXISTING HAUL ROAD 1 f <br /> o ��. <br /> - <br /> o I - �tih EXISTING PHASE 1 <br /> ddd SQUAW GULCH VLF <br /> EXISTING LEAK <br /> DETECTION <br /> TRENCH /� ii <br /> o A ry� <br /> O / <br /> Apo �G <br /> 91 <br /> a N 56000 -- �� <br /> ,..... <br /> O: <br /> o 07571 <br /> 'o/0 1 � 0 9 0 99 9 a po 0 <br /> cS m rn o o, a o, A o, A/o, o, 0 0 <br /> � � 9 9 O <br /> �.' <br /> ri •. <br /> 0 200 400 FEET SIDN�' <br /> 3 <br /> APPROVED BY: DISCLAIMER CLIENT CRIPPLE CREEK & VICTOR <br /> o 'erence: JNM NEWFIELDS PRODUCED THE INFORMATION PRESENTED • ewFlelds GOLD MINING COMPANY <br /> -NMONT PROVIDED THE 2017 FLYOVER DATA TO NEWFIELDS ON DEC. 14,2017 CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE <br /> 0 JNM TECHNICAL INFORMATION AND EXPERIENCE. PROJECT <br /> `17 FOLLOWING FILES: "MM173664_Topo_Plan-sheet7-tinal.DWG"and SQUAW GULCH VLF PHASE 2 <br /> j 'MMi 73fi64_Topa_Ptan-sheet2-tinal.DWG" <br /> RECEMNG THIS DRAWING DOES NOT GUARANTEE ANY <br /> 9 <br /> o NE'WMONT PROVIDED THE AS-BUILT PHASE 1 TOP OF SLF SURFACE TO DESIGNED BY: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> o JHp EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlLENAME <br /> •o NEWFIELDS ON SEPT. 21.2016 IN A FILE CALLED "MLE2 VLF Clay MEO THE DATA OR DRAWING SHALL BE AT USER'S RISK 0106.027.017M <br /> d September 2016 (9-14-16).DWG" 0 -12-201 ISSUED FOR CONSTRUCTION ]HP DRAWN B'r: AND WITHOUT ANY LIABILITY OR LEGAL PHASE 2A GRADING PLAN DRAWING N0. REVISION <br /> a/' REV DATE DESCRIPTION TECH ENG JHP RESPONSIBIUTY TO NEWFIELDS. A40 0 <br />