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o <br /> 0. <br /> N 59000� <br /> ,r >� J' EXISTING GROUND CONTOURS <br /> AS—BUILT PHASE 1 TOP OF SLF GROUND CONTOURS <br /> EXISTING PHASE 2 <br /> PERIMETER DIVERSION / � �''� i, j��y' PROPOSED PHASE 2A GROUND CONTOURS <br /> �� A� ,. � } � ;7 f�/;% � EXISTING ROADS RAILS <br /> �,___—_ EXISTING DRAINAGES <br /> EXISTING PHASE 2 �/ •� �� �i'' � `''���� _ � ——————— SQUAW GULCH VLF PHASE LIMITS <br /> �\ SEDIMENT POND `�lp� / I A <br /> � �,- PHASE 2A HIGH VOLUME COLLECTION PIPES <br /> �� \,� �, - \\ V�— .—.--- 4" DIA CPe PIPE TYPE SP PLACED ON 95' CENTERS <br /> QiAIN COVER <br /> �� -ILL STOCKPI �� r �\ —...—...— 8' DIA CPe PIPE (TYPE SP) <br /> 3 <br /> 9950' BE�CH I \„ (I. (� V ' _ �i V -—12-12- 12" DIA. CPe PIPE (TYPE SP) <br /> 12 "PHASE SQTJAW i I 10 �, <br /> _ -•—16--15- 15" DIA. CPe PIPE (TYPE SP) <br /> ri VLF I _ / _.—to—•-1s- 18" DIA. CPe PIPE (TYPE SP) <br /> A74 �I \ �, SQUAW GULCH OSA <br /> 985* BE CH <br /> EXISTING ( I (' '� - f ' BENCH <br /> PERIMETER _ �� h ppp <br /> ACCESS ROAD I971 0' B�NCHI <br /> EXISTING <br /> PHASE 1 AS-BUILT HIGH VOLUME COLLECTION PIPES <br /> `` <br /> TOPSOIL I iI <y I \ - 4" DIA CPe PIPE (TYPE SP) <br /> STOCKPILE <br /> 8" DIA CPe PIPE (TYPE SP) <br /> EXISTING �� V �� \ ���71 A e —��o 12" DIA. CPe PIPE (TYPE SP) <br /> RANDOM FILL j' �� - \ 15" DIA. CPe PIPE (TYPE SP) <br /> STOCKPILE I IF ( ) <br /> 18" DIA. CPe PIPE TYPE SP <br /> i `•... '—' � 24 DIA CPe PIPE E(TYP SP) <br /> PROPO �� "•.��, \ \\ ` _ti �` ����` ��� _ Tom` \ <br /> PERIMETER ACCESSROAD <br /> N 5700D� _-; Q NOTES: <br /> \, _A74 <br /> _ —�` <br /> <EXISTING � ! _ �� � � ` , �,' �, ``--� = 1 E OF 1 PERCENT. <br /> SEDIMENT w PIPING SHALL BE PLACED WITH A MINIMUM <br /> SOLUTION COLLECTION P <br /> �A� � � w SLOP <br /> � \� \ �\.� � � �,.� �� •i ��. <br /> 2. 4" DIA. CPe PIPES TYPE SP SHALL BE ADJUSTED TO AVOID <br /> a POND % \� \s m\( \� kI � � � \� \ PLACEMENT PERPENDICULAR TO SLOPE. <br /> � 3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL WITH THE <br /> `EXISTING 'ROAD GEOMEMBRANE LIMITS AND FINISHED GRADE EVERYWHERE ELSE. <br /> 4. THE GEOMEMBRANE LIMITS ARE SHOWN ON DRAWING A50. <br /> EXISTING PERIMETER <br /> ACCESS ROAD <br /> s <br /> EXISTING PHASE 1 <br /> SQUAW GULCH VLF <br /> 4— <br /> 9 p0 � ;y5 ° �" o�'o x/�// _O•. <br /> o � ._ aY � 1 °�a'b � 1 i � 'Y�rn ern"rn oi' rn`� A`O A`O-//�p A° �,���,� ��/o,�:gj�,`a�//��i/✓/1//I�� � 1 <br /> 0 200 400FEET <br /> c� <br /> s <br /> APPROVED N' DISCLNMER ' CLIENT CRIPPLE CREEK & VICTOR <br /> o JNM NEWFlELDS PRODUCED THE INFORMATION PRESENTED • ewFlelds GOLD MINING COMPANY <br /> o CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVNLABLE PROJECT <br /> o JNM TECHNICAL INFORMATION AND EXPERIENCE. SQUAW GULCH VLF PHASE 2 <br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY <br /> DESIGNED By. RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE nLENAME <br /> 2 D -12-EOI ISSUED FOR CONSTRUCTION JN2 JNN THE DATA OR DRAWING SHALL BE AT USER'S RISK PHASE 2A HIGH VOLUME SOLUTION 0106.027.023M <br /> C- DRAWN BY: AND WITHOUT ANY LIABILITY OR LEGAL CONCENTRATION PIPING LAYOUT DRAWING N0. RE�190N <br /> L REV DATE DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFlELDS. A70 0 <br />