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0- <br /> LEGEND: <br /> w. % // j�r-�-" � \fit _ � \ �\ \ \.•_.' �-� / ._. '� \\f ' \\�.�_..., <br /> EXISTING GROUND CONTOURS <br /> T/l/ <br /> N 59000 I Z ,4� <br /> PROPOSED PHASE 28 GROUND CONTOURS <br /> 12— <br /> � �' �- �-—12— <br /> PROPOSED PHASE 2A GROUND CONTOURS <br /> /A EXISTING ROADS/TRAILS <br /> EXISTING DRAINAGES <br /> P 2 �;1 i� 6 SQUAW GULCH VLF PHASE LIMITS <br /> EXISTING HASE / / V —� — �S <br /> SEDIMENT PONDISTI Gv�� <br /> ;� � � � � I ACCE s R � ��� �� •���: ��—�=� �(�� ��_. �� iI � � � � ``,,�� PHASE 2B CPe HIGH VOLUME COLLECTION PIPES <br /> -7 � ———— 4 DIA. CPe PIPE SP TYPE PLACED ON 95 CENTERS <br /> COVERJ���1��11,� �✓�� ��� i i y. I I,;! l N COVE ( ) <br /> ILL STOCKPI� — — 8" DIA. CPe PIPE (TYPE SP) <br /> %1,�� ✓)G✓ A \ \. I I,;,� L A �� -12--12- 12" DIA. CPe PIPE (TYPE SP) <br /> "GULCH �� \ N I ':1 >..�\ a <br /> ,?` v� `' 15" DIA. CPe PIPE (TYPE SP) <br /> 985,14 BELCH i v• �'� d,� I 1 vJ t. I'� �{ I p I� <br /> / \ i I �. v. ��� �' <br /> � 1 �.�• � ��� �� � — ,`� , �\� � �•, � �.e i PHASE 2A CPe HIGH VOLUME COLLECTION PIPES <br /> N sa000 <br /> 4" DIA. CPe PIPE (TYPE SP) <br /> ITZ <br /> EXISTING 1 ✓ I BENCH �. �. 1 �/ f ~L- I ��/ �r 1 IMIM� 8" DIA. CPe PIPE (TYPE SP) <br /> PERIMETER �A �� <br /> ACCESS 12" DIA. CPe PIPE (TYPE SP) <br /> �97$0- BNCHROAD ✓I ��;� 0 ��� o�� - <br /> Is I s- 15" DIA. CPe PIPE (TYPE SP) <br /> J �_ v. <br /> EXISTING � 1- � � '�7� � I � �� <br /> TOPSOIL �' vv �`•.r <br /> STOCKPILE _ I E z vnw ` �, �\���� PHASE I AS—BUILT HIGH VOLUME COLLECTION PIPES <br /> H VLF <br /> PROPOSED �� �y ` = 4" DIA. CPe PIPE (TYPE SP) <br /> PERIMETER ACG`'ESS 8" DIA. CPe PIPE (TYPE SP) <br /> ,BEN x? �_-�_-^ \ \�~ 12" DL4 CPe PIPE (TYPE SP) <br /> 15" DIA. CPe PIPE (TYPE SP) <br /> ( / / r 18" DIA. CPe PIPE (TYPE SP) <br /> TjI �� II '_ <br /> ���A \ - 24" DIA. CPe PIPE (TYPE SP) <br /> A74 f �� <br /> EXIING <br /> \ z \�� <br /> RAN OMS FILL \\ \ \ \ A74 \ �� <br /> STOCKPILE <br /> \ <br /> EXISTING �� /r _ / ��� \ h / �� V ��` - 1. SOLUTION COLLECTION PIPING SHALL BE PLACED WITH A MINIMUM <br /> � f / � SLOPE OF 1 PERCENT. <br /> SEDIMENT <br /> POND / soo� \•` / / / / I I IO 2. 4" DIA. CPe PIPES (TYPE SP) SHALL BE ADJUSTED TO AVOID <br /> A74 I PLACEMENT PERPENDICULAR TO SLOPE. <br /> G 4 R042,_. � / 1�CJ. 3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL WITHIN <br /> THE GEOMEMBRANE LIMITS AND FINISHED GRADE EVERYWHERE ELSE. <br /> EXISTING ( �' V �' , '_ <br /> m <br /> `;v \\\ ''� � — �" '`\ '�_-- \ �'�� � 4. THE GEOMEMBRANE LIMBS ARE SHOWN ON DRAWING A50. <br /> PERIMETER <br /> ACCESS ROAD <br /> UTING PHASE <br /> sr / <br /> GUDCH <br /> IR <br /> iN 58000 -- / 4, <br /> -757 <br /> 0 200 400 FEET S�O1Vg1- <br /> s <br /> 0 <br /> �^ APPROVED BY: DISCLAIMER �( ' CUENT CRIPPLE CREEK & VICTOR <br /> o JNM NEWFlELOS PRODUCED THE INFORMATION PRESENTED . eWFleldS GOLD MINING COMPANY <br /> CHECKED Br: ON THIS DRAWING THROUGH THE USE OF AVAILABLE <br /> o JNM TECHNICAL INFORMATION AND EXPERIENCE. PROJECT SQUAW GULCH VLF PHASE 2 <br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY <br /> DESIGNED er. RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFlCAT ON OR ADAPTATION OF TITLE FlLENAME <br /> ° o -12-201 I33UED FOR CONSTRUCTION �� �Ny THE DATA OR DRAWING SHALL BE AT USER'S RISK PHASE 2B HIGH VOLUME SOLUTION 0106.027.024M <br /> j DRAWN BY: AND WITHOUT ANY LIABIUTY OR LEGAL CONCENTRATION PIPING LAYOUT DRAWING NO. REVISION <br /> a REV DATE DESCRIPTION TECH ENC JHP RESPONSIBILITY TO NEwFIELDs. A72 <br />