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1 <br />4 <br />Topography Compiled By Photogrammetric,Methods — ZENITH AERIAL INC <br />004126 <br />E1,419,000 <br />E1,420,000 MATCH SHEET 53 <br />E1,421,000 <br />E1,422,000 <br />oE1418000 <br />0 <br />O O <br />649/.0 <br />I <br />- <br />D5 6546 <br />0 <br />o <br />a <br />a <br />z <br />x65 <br />2.0 <br />/ <br />i <br />x 649/.5 <br />\ <br />0000 <br />/- <br />• 0 <br />6sr7,5 <br />• <br />• <br />_ <br />� —�_\ ��� <br />x6536.0 <br />I <br />--- <br />I <br />Y6492.0 <br />_ _ <br />470.5 <br />I <br />-- <br />- - - - -- -------------------- <br />-- - --- ----------------- <br />- <br />--- ----- --- - - -- -- - - -- <br />- - -- ---_ <br />— -- -- - -- -- - - - -- <br />- -- <br />6525 <br />x6494.0 <br />6472.0 x <br />392.9 <br />x6493.0 <br />1 <br />• � , 1 I <br />J H S N <br />I <br />P N #9A <br />1 , 1 <br />x 3 <br />• <br />I I <br />1 <br />i <br />i <br />1 1 <br />• <br />k6496.0 <br />I <br />� r <br />h <br />ti <br />I <br />x 6498 O <br />I <br />i <br />`% % <br />/ <br />I <br />0 <br />I <br />O <br />i <br />6403,0)( <br />' <br />x 6494.0 <br />O <br />0 <br />0 <br />bah <br />°o <br />0 <br />rn <br />xi <br />v <br />z <br />6503.0 <br />• <br />/ <br />6500 <br />a <br />z <br />I <br />I <br />6F <br />1 <br />' 6417,11 <br />65 25 <br />h0 <br />6 � <br />0 <br />64/ <br />Ox <br />I <br />6550 <br />i <br />U <br />I <br />o <br />Ike 6h <br />(0 <br />/ <br />`D <br />6515 <br />0j <br />6yy0 <br />. <br />/ <br />I <br />I <br />I <br />6600 <br />\ <br />/ <br />0 <br />00 <br />IV <br />a <br />z <br />I <br />I <br />I <br />5 <br />I <br />6433 O <br />o <br />6436.0 <br />0 <br />X6479.0 <br />V� <br />Z�sCCCP <br />6536.18 <br />� <br />I6k? <br />'51 <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />I, Collin R. Fay, a registered Professional <br />Engineer In the State of Colorado, certify <br />that this map has been reviewed by me and <br />Is true and correct to the best of my <br />�°r M� <br />RF"'NFI <br />x65575 <br />\ <br />\ <br />x64570 <br />o <br />knowledge and Information. <br />APR <br />6SBp <br />� <br />6453.Ox V� <br />6ya° <br />R � <br />.„ <br />Collin R. Fay CO R�.e„-�438 ate <br />2 51986 <br />�r1r � �19r., .t„ �rio+u <br />Colo, u1pr• of Nail <br />� ��� � � <br />� <br />• Or III <br />la, he50UfCE� <br />6547 x <br />all <br />'off' <br />,5 <br />\ <br />6550 <br />/ <br />; * 22438 <• *e <br />4. <br />- <br />64 T9.Ox <br />\ <br />E <br />SS <br />so % Ire <br />% <br />�ir�S• �'e <br />, <br />•buN••{ �\��• <br />loo' 0 100' 200' <br />300' <br />p <br />is <br />��i-A. <br />•,N•7 <br />SCALE: 1 IN. a 100 FT. <br />O <br />• <br />CONTOUR INTERVALS 5 FT. <br />O <br />0 <br />- <br />TRAPPER MINING INC. <br />E1,418,000 <br />E1,419,000 <br />E1,420,000 <br />MATCH SHEET 77 <br />E1,421,00(, <br />TRAPPER MINE CRAIGr CO. <br />REVISION DATE BY DESCRIPTION <br />LEGEND <br />Note, Design cuts and fills are based on <br />current topographic information derived <br />JOHNSON POND #9A <br />from aerial photography. <br />Actual cuts <br />EMBANKMENT TOE <br />and fills may vary slightly <br />to field surveys but pond <br />according <br />locations <br />--------------- <br />DESIGN CONTOUR CONFIGURATION <br />and capacities will remain <br />as depicted on this map. <br />approximately <br />POND SURFACE AT DESIGN <br />SCALE: 1 "- 100' MAP NO. <br />MAXIMUM STAGE (10 -YR, 24 -HR EVENT) <br />DESIGNED BY: C. R. F. <br />DRAWN BY: L.K.B. TR -486- 2 <br />DATE: 4/6/86 <br />TRGRPERM <br />Topography Compiled By Photogrammetric,Methods — ZENITH AERIAL INC <br />004126 <br />