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YAMPA RIVER <br />i <br />C C <br />SECTION <br />6117.61 <br />CL <br />6117.19 <br />1� <br />\ \ \ \u SECTION �fns3. K.N..,11)_ _ / I <br />WILLIAMS FORK RIVER <br />SECTION 9 <br />612566 <br />6117.12 <br />�b2 <br />612197 <br />11' 4 <br />is 60 <br />\\ 6111 <br />6118 38 <br />611823 <br />6117 9B <br />921 <br />612., <br />BAn✓ <br />f 6126.13 <br />ECTION 1� \ <br />6129.86 <br />67 j <br />0 <br />SECTION 10 <br />c <br />61215 <br />6127.22 <br />8.06 ' <br />611816 <br />\ <br />\ 611814 <br />0 <br />//11,2193 <br />611 <br />Q SECTION 5 <br />Q <br />0 <br />�F ANK 7 � <br />p 7.3 <br />\ ANK <br />6127.59 <br />612727 <br />9 .69 <br />6123.59 <br />\ MEND O <br />p � 612318 <br />53 <br />MP�E �N <br />\ 610.9e <br />�P� REP 6121.91 6127.65 <br />\ 6121.40 f2B� 5 <br />L 920 00K uP <br />\ 01 <br />5�z62122. 867 123.33 <br />126.01.6 6122. <br />6]22 36 L <br />27.9 <br />PNK iDP ` 6121.8 <br />\ 6126 51) 6126+1 <br />C3 <br />1 20.58 <br />6127.81 6128.q- <br />\ SECTION 3 612766 <br />\ 6127 <br />\ \ \\ .W <br />1 6127.18 61E2A2 <br />SECTION 4 66.5' <br />RA 6135.13 \ \ 612127 <br />\ \ 6127• -4L <br />SECT CON 2 86127.% <br />TEMPORARY <br />\ ACCESS ROAD <br />2 <br />B1 <br />SECTION 1 <br />6,0CE <br />612351 <br />1❑ <br />USCS STA <br />WILLIAMS <br />AT MOUTH <br />LEGEND <br />6120 SURVEY POINT <br />X AND ELEVATION <br />6120 WE <br />CROSS SECTION <br />EXISTING STREAM <br />COURSE <br />RADIUS OF <br />CURVATURE <br />BANK TOP <br />I, HENRY MEIER, HEREBY CERTIFY THAT <br />THIS DRAWING, DRAWING 1 WAS <br />REVIEWED BY ME AND THAT THE <br />INFORMATION DISPLAYED HEREON IS TO <br />THE BEST OF MY �,P <br />K.1`d GE ACCURATE <br />AND COMPLETE. <br />C�� BAR l I py rFy% <br />�.= 22008 -7 Izz �g <br />��l HENRY soc. ;i'L DA <br />60' 0 60' <br />SCALE IN FEET <br />Applied <br />Hydrology <br />Associates, Inc. <br />RECEIVED <br />AUG 03 1999 <br />Division of Minerals & Geology <br />RAG EMPIRE CORPORATION <br />EAGLE MINES <br />WILLIAMS FORK RIVER <br />RIVER BANK FORTIFICATION PROJECT <br />DRAWING 1 <br />PLAN & CROSS SECTION <br />LOCATION <br />DRAWN: JLS A6S / 8SS/HH9OO9 WWN N E M DRAWING NUMBER <br />CHECKED: APO SCALE: I R E <br />6]26.43 <br />�qg 6725.a31V <br />BAN - <br />612205 <br />B6 .9 612715 <br />+} 6125.50 <br />q\ <br />OP <br />7.50 <br />13.9 <br />6.00 <br />61 <br />"RADIUS OF <br />CURVATURE <br />6125.37 <br />BAN <br />11 5f <br />\ <br />L 6120.9 <br />6l AS - <br />022.51 <br />' <br />,6.26 <br />61 <br />EC ON 6 <br />'24 <br />6'22.91 <br />126.60 61 <br />.<p <br />621.38 <br />o. <br />to <br />6120." <br />6119 (, CL <br />611927 19.66 <br />\ <br />B ANK <br />8.06 ' <br />611816 <br />\ <br />\ 611814 <br />0 <br />//11,2193 <br />611 <br />Q SECTION 5 <br />Q <br />0 <br />�F ANK 7 � <br />p 7.3 <br />\ ANK <br />6127.59 <br />612727 <br />9 .69 <br />6123.59 <br />\ MEND O <br />p � 612318 <br />53 <br />MP�E �N <br />\ 610.9e <br />�P� REP 6121.91 6127.65 <br />\ 6121.40 f2B� 5 <br />L 920 00K uP <br />\ 01 <br />5�z62122. 867 123.33 <br />126.01.6 6122. <br />6]22 36 L <br />27.9 <br />PNK iDP ` 6121.8 <br />\ 6126 51) 6126+1 <br />C3 <br />1 20.58 <br />6127.81 6128.q- <br />\ SECTION 3 612766 <br />\ 6127 <br />\ \ \\ .W <br />1 6127.18 61E2A2 <br />SECTION 4 66.5' <br />RA 6135.13 \ \ 612127 <br />\ \ 6127• -4L <br />SECT CON 2 86127.% <br />TEMPORARY <br />\ ACCESS ROAD <br />2 <br />B1 <br />SECTION 1 <br />6,0CE <br />612351 <br />1❑ <br />USCS STA <br />WILLIAMS <br />AT MOUTH <br />LEGEND <br />6120 SURVEY POINT <br />X AND ELEVATION <br />6120 WE <br />CROSS SECTION <br />EXISTING STREAM <br />COURSE <br />RADIUS OF <br />CURVATURE <br />BANK TOP <br />I, HENRY MEIER, HEREBY CERTIFY THAT <br />THIS DRAWING, DRAWING 1 WAS <br />REVIEWED BY ME AND THAT THE <br />INFORMATION DISPLAYED HEREON IS TO <br />THE BEST OF MY �,P <br />K.1`d GE ACCURATE <br />AND COMPLETE. <br />C�� BAR l I py rFy% <br />�.= 22008 -7 Izz �g <br />��l HENRY soc. ;i'L DA <br />60' 0 60' <br />SCALE IN FEET <br />Applied <br />Hydrology <br />Associates, Inc. <br />RECEIVED <br />AUG 03 1999 <br />Division of Minerals & Geology <br />RAG EMPIRE CORPORATION <br />EAGLE MINES <br />WILLIAMS FORK RIVER <br />RIVER BANK FORTIFICATION PROJECT <br />DRAWING 1 <br />PLAN & CROSS SECTION <br />LOCATION <br />DRAWN: JLS A6S / 8SS/HH9OO9 WWN N E M DRAWING NUMBER <br />CHECKED: APO SCALE: I R E <br />