Laserfiche WebLink
ro <br />0 <br />N <br />o_ <br />N <br />ro <br />N <br />a <br />w <br />m <br />z <br />w <br />0 <br />a <br />a <br />I <br />w <br />LL <br />a <br />0 <br />U <br />0 <br />Q <br />\ L0 <br />� ° <br />\ <br />CD <br />o <br />o <br />N <br />° <br />� <br />o <br />co <br />° <br />w <br />L, <br />w <br />�. w <br />w <br />o <br />03 <br />8° <br />\ <br />� <br />r <br />-- <br />I <br />CN <br />CD <br />.\ <br />/ <br />O <br />I <br />o <br />ll <br />1 <br />a <br />° <br />075 <br />/ <br />° <br />III I <br />° <br />C- <br />CO <br />0 <br />� <br />O <br />O° <br />/ <br />O <br />° <br />° <br />/ <br />o <br />CIO <br />QD <br />6 <br />^rye <br />MS <br />\. <br />/ <br />S S 2 / <br />1 <br />^�O <br />\ 6� <br />o <br />CO <br />LD <br />\ <br />A°° <br />�� <br />O <br />X00 <br />C, <br />\. <br />9 <br />00 <br />600 <br />, A <br />`OOOC <br />r' <br />ll <br />C) <br />�� <br />/'1 1 <br />�' <br />�/ <br />/ i <br />o <br />2 <br />I <br />�G�° <br />��1 l� <br />1/ <br />C) <br />° <br />`° <br />t o <br />1� <br />l I <br />N 8000 <br />Q <br />0 <br />\\ <br />3J� - <br />- - <br />j <br />ri <br />// <br />\ <br />1 <br />; <br />��Y�I <br />►I <br />II <br />,, II <br />/ <br />It <br />0 <br />orll <br />Ld <br />i <br />5 <br />°° <br />° ° <br />�%K <br />/ <br />11 <br />GOB <br />� �� <br />°, <br />I <br />\ <br />I <br />`°�� <br />phi <br />° <br />/ ✓ / // <br />\ <br />/o <br />�° <br />I°° <br />\ <br />' <br />/ <br />0 <br />Lo <br />° <br />0 <br />7500 <br />L <br />PORTALS AND UNDERGROUND <br />DECLINES <br />(40 <br />1 <br />I <br />I <br />ISLOPE <br />/ / <br />ASS / I / <br />I <br />o <br />ll <br />\\ \ <br />STABILIZATION <br />AREA <br />/ <br />I <br />I I <br />\ <br />\ 0 <br />I <br />\0 <br />\ <br />° I <br />I <br />I <br />ECS -2 <br />/ <br />\ <br />6900 <br />I <br />O <br />/ <br />CD <br />- <br />°o <br />O <br />S <br />II <br />6�rJ0 <br />EXISTING RIPRAP <br />I <br />I <br />III I <br />/f <br />BORROW AREA <br />I <br />I I <br />62\ <br />- <br />0. <br />N <br />vy <br />� <br />� <br />75 <br />1 <br />�I�� <br />LD <br />�/ <br />s ° <br />75 'O <br />LD <br />CD <br />�X <br />it <br />; o� <br />7 / <br />\\ <br />I <br />610 <br />O <br />/ <br />I <br />/r <br />- <br />\ <br />CD <br />o <br />LEGEND <br />PROFESSIONAL <br />ENGINEER'S STATEMENT <br />Peonil Nqmber l _ lid .G -•Z <br />class: e----- - ._._._._.- ._._._._._._ - - -_. <br />Section/Ezhibit: `�� <br />-Seq - <br />1, Thomas E. L eidich, state that this map � <br />� <br />was prepared under my supervision and o0 \ \\ G rr� <br />Q R f <br />Class: O Revision <br />', ryperseq : _ _ _ _ _ <br />CDIss: 0 Repo <br />Doc Hydro OGeneral <br />the information <br />\ <br />P / <br />•••• <br />presented hereon is true % , <br />E �Fi�'�S'(•' <br />onPprcaiionicoaromyi ol bond o €forcement oinspection - <br />------ <br />LIMITS OF PREVIOUS DISTURBANCE <br />— — <br />EPHEMERAL STREAM <br />EXPLANATION OF SOIL <br />and correct to <br />and information. <br />the best of my <br />knowled o��oe�5 <br />_ •r �• ° = <br />MINE DISTURBANCE AREA BOUNDARY <br />UNPAVED ROAD <br />AND VEGETATION UNIT TYPES <br />�3T OQ <br />= 31459 =: = <br />; 4 <br />W 3 <br />0 Issued for PR -04 819100 '.Nettleton Jcates JNettleton <br />li!, y' REVIEWED AND <br />DITCH <br />PAVED ROAD <br />2 Absarokee- Workloams, 6 -25 %slopes <br />Date T mos E. Leidich, CO <br />• <br />,(� <br />P.E. 314Sg3- •''••• •••'•(;�' \� <br />SiONAI <br />REVISIONS DATE DESIGN BY DRAWN BY <br />SIGNED aY <br />CULVERT <br />SECS -2 <br />SOIL SAMPLING SITE <br />75 Tanorthents <br />- Rockoutcrop,sandstonecomp /ex <br />.,, ini „ irlrlf,f�W <br />— <br />— — BERM <br />— — — <br />SOIL TYPE BOUNDARY <br />MS Mountain Shrub (Refer to Map 204 -1148) <br />Q�XB O V V P.O. Box 535 <br />EXISTING NATURAL SLIDE AREA <br />Sanborn Creek Mine Somerset, CO. 81434 <br />0 SUITABLE SOIL SALVAGE AREA <br />-- <br />MAPPED RIPARIAN AREAS <br />PROJECT <br />PERMIT REVISION PR -04 <br />DRAWING TITLE FAC /L /TIES DETA /LS <br />SCALE <br />ELK CREEK MINE DISTURBANCE LIMITS <br />100, 0 <br />100 • 200 • <br />AND SO /L/VEGETA T /ON DETAILS <br />NOTE: <br />CONTOUR INTERVAL 10 FT. <br />Sheet 1 Of <br />1 Sheets <br />MONTGOMERY WATSON SCALE DRAWING <br />No. <br />ORIGINAL <br />MAPPING INFORMATION PROVIDED BY OXBOW MINING INC. <br />AS SHOWN <br />2.05 <br />-M3 <br />