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U <br />Z <br />w <br />J_ <br />LL <br />0 <br />Q <br />0 <br />t <br />.000 0000 <br />0000 0000 000P <br />/ 0000 i <br />OOOP <br />�. <br />i l oA <br />� 1 l <br />X400 <br />v j - � <br />Ile <br />\1 <br />1 \, / — <br />t <br />/ / <br />.r- <br />/ <br />\ <br />\� \ <br />l\.. SPF SWS \,\ / fi Z <br />­ 3.88 ACRES HC,, 2 -SWSj <br />CN -163 // / 41.5,'7 ACRES <br />ti ? \ / <br />X200 <br />11 12" Cm <br />y \� 6" PVC RISER.. <br />\,\ / SEDIMENT POND F <br />EME ENCY SPILLWAY S �� ��- <br />/ -H HCD4 -SWVS1 OPTION #2 <br />°> <br />� ° � SURFACE TO B -SEAM DRI`LCI�OLE <br />l i \ <br />'000P 2.3.4 ACRES <br />I � SURFACE TO D -SEAM DRILL HOLE <br />32 \ �' CN<63 <br />i <br />OPTION <br />I, � COLLEECTION DITCH HCD-4 SURFACE TO B -SEAM DRILL HOL <br />i <br />E � / <br />77.6 <br />II <br />i <br />HCD4 -SWS2 � \ <br />.56 ACRES\ <br />i <br />N, <br />CULVERT HCC 1 \ > 9 0 / <br />�� �� <br />SPF -SWS -a <br />f� 0.12 ACRE \ ' <br />t <br />_ �� ' + /i� / <br />CN r iI HCD1 -SWS1 // <br />�� /, 1.62 ACRES <br />�/ <br />If <br />\ <br />23.9 CN =�o <br />I x \ `�� \ (!, // \ / <br />EXISTING ; � + � � � � % } � / <br />t 1 COLLECTION ; I / / <br />DITCH HCD -1 / / <br />/ 1 <br />j <br />CULVERT 'CC-2 / °tip <br />i v ' v <br />EARTHEN BERM` S TO PIPE INVERT) <br />CUtyERT HCC =3 <br />RIPRAP AARON \ <br />---------- - - - - -- MAP KEY <br />WATERSHED BOUNDARY <br />SCALE <br />100' 0 100' 200' <br />CONTOUR INTERVAL 2FT. <br />uREG�iiiii��j <br />C,O�OQ�. ••R F �TF�,F� <br />29882 <br />lO N A n <br />PROFESSIONAL ENGINEERS STA TEMENT <br />/, John V Redmond, state that the changes <br />in revision, MR-76, dated 06105 was prepared <br />under my supervision and o/I the information <br />presented heron is true and correct to the best <br />of my know /edge and information. <br />at <br />.10617' V. Pedwond . CO P.E. 29882 <br />/ 1 M M — R _S Z- 06105 D. Gallery D. Gallery J.Redmond <br />0 TR -49 01105 D. Gallery D.Gallery J.Redmond <br />j REV. REVISIONS DATE DESIGN BY DRAWN BY REVIEWED AND <br />No. SIGNED BY <br />XBOW P.O. Box 535 RF�CEIIVED <br />Somerset, CO. 8144 <br />- - Q'4 _ I _ _ 01,5 2009 <br />PROJECT: 'livision of Minerals &Geology <br />' ELK CREEK MINE <br />' DRAWING TITLE <br />DRAINAGE AND SEDIMENT CONTROL PLAN <br />HUBBA RD CREEK FANSI TE <br />Sheet 6 of 6 <br />rs <br />MWH SCALE: DRAWING No. <br />l �5 As Noted 2.05-M4 <br />LEGEND <br />EXISTING TOPOGRAPHY <br />i <br />-- - -- _" - AS -BUILT TOPOGRAPHY <br />STREAM <br />DITCH <br />SEDIMENT POND <br />CULVERT <br />---- - - - - -- EXISTING GRAVEL ROAD <br />/ <br />EXISTING POWER POLE <br />PROPOSED POWER POLE <br />WATERSHED BOUNDARY <br />SCALE <br />100' 0 100' 200' <br />CONTOUR INTERVAL 2FT. <br />uREG�iiiii��j <br />C,O�OQ�. ••R F �TF�,F� <br />29882 <br />lO N A n <br />PROFESSIONAL ENGINEERS STA TEMENT <br />/, John V Redmond, state that the changes <br />in revision, MR-76, dated 06105 was prepared <br />under my supervision and o/I the information <br />presented heron is true and correct to the best <br />of my know /edge and information. <br />at <br />.10617' V. Pedwond . CO P.E. 29882 <br />/ 1 M M — R _S Z- 06105 D. Gallery D. Gallery J.Redmond <br />0 TR -49 01105 D. Gallery D.Gallery J.Redmond <br />j REV. REVISIONS DATE DESIGN BY DRAWN BY REVIEWED AND <br />No. SIGNED BY <br />XBOW P.O. Box 535 RF�CEIIVED <br />Somerset, CO. 8144 <br />- - Q'4 _ I _ _ 01,5 2009 <br />PROJECT: 'livision of Minerals &Geology <br />' ELK CREEK MINE <br />' DRAWING TITLE <br />DRAINAGE AND SEDIMENT CONTROL PLAN <br />HUBBA RD CREEK FANSI TE <br />Sheet 6 of 6 <br />rs <br />MWH SCALE: DRAWING No. <br />l �5 As Noted 2.05-M4 <br />