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° <br />\\ II I I <br />C, <br />t\ <br />C) <br />V3 <br />LLJ <br />o <br />N O <br />II \, 1 <br />o, <br />0 <br />° <br />ko <br />O <br />/ <br />I <br />Ol <br />tQ <br />l O <br />III \ <br />p <br />- - <br />14 <br />D <br />° <br />0 <br />D <br />/ <br />o <br />NORTH SAE AREA <br />Ec =14• 01jANNEL <br />PROFILE START o° <br />ELK CREEK GENERA TORS <br />I <br />AND THERMAL OXIDIZER <br />•. <br />p`b <br />/� <br />I <br />�QO I J II <br />io k <br />(GRA VEL) <br />o <br />40 <br />(o <br />CID <br />°o <br />' <br />280 0 <br />— <br />- f <br />I <br />— — j / %� � <br />•� IS <br />-- <br />DITCH D6 <br />CULVERT DA (2) ova <br />1Q� <br />DITCH D)7 <br />STRAW BALES OR <br />SEDIMENT FENCE <br />SOIL STOCKPILE SAE <br />CULVERT DBo <br />.••. <br />— <br />_ <br />— <br />_ -1 i , <br />/ k � I <br />\ <br />moo <br />/ <br />II <br />I 1 <br />STRAW BALES OR SEDIMENT FENCE <br />, � <br />` <br />-! <br />I I <br />/ <br />✓ <br />� -III- <br />DITCH D10 <br />SAE / <br />RIPRAP CHANNEL <br />// <br />1 °f o <br />DITCH E <br />/ <br />! <br />TOPSOIL DOW IN 1 <br />/ <br />DE50C <br />o <br />�. <br />I <br />I l / <br />"'d••.. <br />I <br />\ <br />eDOO'° <br />o <br />o <br />/ <br />I <br />/. <br />1 <br />1 <br />I o <br />w <br />/ I I <br />I I\ <br />I <br />C) <br />1 ) \ <br />DITCH D5 <br />UPPER <br />r <br />o <br />CULVERT DB <br />I <br />\ <br />LIGHT <br />—USE ROAD <br />/ <br />I <br />I <br />\ o° <br />W <br />\\ <br />•% UPPER - - I 1 <br />I <br />� <br />l l <br />l I � / /1 1 I <br />o <br />I <br />I I/ <br />SLOPE STABILIZATION <br />AREA <br />\ <br />! ! <br />SLOPE 2 l <br />SAE IItl <br />" / <br />� <br />/ <br />7 0 I <br />LAMPHOUSE <br />rn A- <br />I I <br />i <br />t� <br />II <br />I <br />I� <br />o <br />I <br />I <br />BERM <br />\ \ <br />D <br />II <br />_ . <br />I <br />DITCH D1 c© <br />I <br />I <br />III I I <br />\\ \ \\ <br />/ II� <br />I <br />p <br />CULVERT <br />S <br />CULVERT DH �/ I <br />DITCH D5vy.� <br />MIDDLE <br />\ <br />))b <br />III <br />(3) <br />CULVERT <br />DA <br />1' <br />AV A <br />DITCH D 3 I. � I. � I <br />\_ I <br />/ - <br />I <br />EXISTING <br />RIPRAP BORROW <br />III <br />/ <br />DITCH D4 <br />AREA <br />I <br />II <br />BERM <br />CULVERT DG <br />6500. <br />U� <br />00 <br />o ...................1.. <br />i <br />v� <br />I <br />o <br />ERT DD <br />\ \ ,,,,,,,,, , <br />„ <br />,. <br />o\ 1 <br />0\ <br />, RIPRAP CHANNEL <br />OUTLETS <br />DC50C <br />0 <br />I <br />, <br />`■ <br />12112 <br />JKiger <br />T Leidich <br />7 Leidich <br />■ e �■ � ■ � a ■ q■r ■�� M ®■ <br />\ •O <br />O <br />■ s■.a <br />O <br />O I <br />■ti■ M M MINNOW M ■'r u. a■ '■ ■ ■ ■ ■ <br />DITCH L) I: O <br />t O <br />LOWER 0 <br />■ ■ ■ ■ ■ ■ <br />O <br />O <br />0 <br />:i� .. ®� ■��■ 9 Issued for MR 101 <br />8 Issued for TR -73 <br />71 17 <br />/ <br />J.Ki er <br />9 <br />T Leidich <br />T Leidich <br />0310 <br />JKiger <br />7 Leidich <br />T Lerdreh <br />/ rn <br />n <br />// <br />o <br />' <br />_. <br />- �, <br />I <br />I <br />7 Issued for TR -68 <br />9102 <br />Keuscher <br />Warner <br />Leidich <br />W <br />Q W <br />W W <br />6 MR -64 Adequacy Responses <br />LEGEND <br />5 <br />TR -39 <br />8102 <br />Leidich <br />K/lliOms <br />Leidich <br />4 <br />PR -04 Responses <br />5101 <br />Leidich <br />Bever <br />Leidich <br />PROFESSIONAL ENGINEER'S STATEMENT <br />3 <br />MR -55 Responses <br />1/01 <br />welt <br />Mathisen <br />Leidich <br />/, Thomas E Leidich, state that the changes `0 ®0.16 +'Eooayw,��® <br />in revision, MR 101 dated 12112 was prepared <br />2 <br />Issued for PR -04 <br />8/00 <br />Leidich <br />Gates <br />Leidich <br />1 <br />TR -32 Responses <br />5100 <br />Leidich <br />Holm <br />Leidich <br />Q\sar® <br />PERMIT BOUNDARY - — — — — - UNPAVED ROAD under my supervision and all the information �o ; PS E. LFi F� <br />DISTURBANCE AREA BOUNDARY <br />PAVED ROAD <br />presented is true and correct to the st <br />of my knowledge information. r �° = <br />=� <br />0 <br />7R -32 Responses <br />2100 <br />Leidich <br />Bever <br />Leidich <br />_ — — DITCH <br />WATERSHED <br />/ , W/4 <br />� <br />®� 31459 <br />°� O , ®° e �°cs` <br />REV. <br />No. <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEWED AND <br />Date Thom s E Le /dich C P.E. 31459 % 'c° ® °• °• «a• °° ��o` <br />- - CULVERT SAE '' ® ® ®,;�5 ®ONA <br />. <br />BERM <br />X012 <br />NPDES DISCHARGE POINTS <br />DEC 3 12012 <br />STREAM <br />X B O W P.O. BOX 535 Division <br />of Reclamatio , <br />Mining & sa,cty <br />Somerset, CO. 81434 <br />MAP KEY <br />PROJECT: <br />NOTES: <br />SOMERSET, SANBORN CREEK, & ELK CREEK <br />MINES <br />3 <br />DRAWING TITLE: <br />1. ORIGINAL MAPPING INFORMATION PROVIDED BY OXBOW MINING LLC <br />DRAINA GE AND SED11VEN T <br />2. CHANNEL PROFILE SHOWN ON DRAWING 2.05 -M7. <br />_ <br />SCALE <br />CONTROL PLAN <br />41 100' O <br />100' 200' <br />C-Q 1 -Con 11n . <br />Sheet 3 Of 4 Sheets <br />1 2 <br />CONTOUR INTERVAL 10 FT. <br />SCALE: <br />DRAWING No, <br />MONTGOMERY WATSON <br />As SHOWN <br />I 2.05 —M4 <br />