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6420 <br />6415 <br />6410 <br />W <br />J <br />Z N <br />-M <br />0 � 6405 <br />1= O <br />>Q <br />W � <br />J <br />w <br />6400 <br />6395 <br />�1 <br />i- <br />W <br />W J 6425 <br />ZN <br />2 <br />zz ,! 6420 <br />cn <br />a 6415 <br />Uj <br />J <br />W <br />6410 L <br />0 <br />2 +00 4 +00 6 +00 b +UU Ivtvv 1�TWw �- <br />q Of ACCESS ROAD <br />DITCH 1 --t <br />10 20 30 40 50 <br />DISTANCE IN FEET <br />SECTION B —B' <br />Scale: 1:10 <br />DISTANCE IN FEET <br />ACCESS ROAD PROFILE <br />Scale: V: 1:5 H: 1:10 <br />EXISTING GROUND SURFACE <br />60 70 80 <br />e. <br />6430 <br />w <br />6425 U J <br />Z N <br />6420 0 <br />6415 �* a <br />w <br />-J 6410 <br />90 <br />6420 C <br />6420 <br />6415 <br />6410 <br />w <br />w <br />U- J <br />Z � <br />6405 zoo, <br />W <br />J <br />w <br />6400 <br />6395 <br />6390 <br />+74.11 <br />LEGEND <br />Ditch <br />Existing Culvert <br />Proposed Culvert <br />Permit Boundary <br />Primary Road <br />Haul Road <br />— — Light Use Road <br />— — Access Road <br />x x Fence <br />— Sediment Fence <br />Powerline <br />SCALE Drainage <br />0 100' 200' O Monitoring Well <br />Feet • Surface Water Monitoring Site <br />a Facilities (Existing) <br />® Facilities (Approved Under TR -06) <br />A <br />6420, <br />w <br />u 6415 <br />Z N <br />0 w> 6410 <br />¢m <br />w �< 6405 <br />J <br />W <br />6400 L-- <br />0 <br />(j Of ACCESS ROAD <br />DITCH 1 <br />10 20 30 40 50 <br />DISTANCE IN FEET <br />SECTION A —A' <br />Scale: 1:10 <br />C' <br />6420 <br />w Of ACCESS ROAD W <br />U.1 <br />� <br />^ 6415 6415 u <br />Z N DITCH 1 Z Ln <br />- 6410 z <br />0�' 6410 Fo <br />FO Qm <br />a 6405 6405 w <br />W EXISTING GROUND SURFACE w <br />6400 L- <br />0 <br />10 20 30 40 <br />DISTANCE IN FEET <br />SECTION C —C' <br />Scale: 1:10 <br />50 60 <br />-6400 <br />70 <br />SECTION B —B' <br />EXISTING GROUND SURFACE <br />Re! <br />70 <br />To <br />A' <br />,6420 <br />w <br />6415 L <br />Z N <br />6410 0 <br />1= 0 <br />6405 w <br />J <br />W <br />— <br />'6400 <br />90 <br />NOTES: <br />1. PLAN VIEW ADAPTED FROM EXHIBIT 12 -2, SURFACE WATER CONTROL <br />PLAN MAP. THE ROAD LAYOUT IS BASED ON AERIAL PHOTOGRAPHY <br />GENERATED ON OCTOBER 10, 1992. <br />2. THE ROAD PROFILE AND CROSS SECTIONS WERE SURVEYED DURING <br />MAY 2006, BY EPP AND ASSOCIATES, INC., A REGISTERED LAND <br />SURVEYOR IN THE STATE OF COLORADO. <br />nc4tlV:D <br />JUN 14 20M <br />OlVlslan of Minerals and Geelosy <br />I, Brian D. Len, state that the changes in revision <br />TR -07 (dated 6/06) were preparet <br />y <br />supervision and all information preeon is <br />true and correct to the best of mge and <br />information provided. NWCC is not e for <br />,uuuuu <br />the ccuracy of i� �oikftati n p others. <br />l <br />I <br />Dater o a 25750 .:� CO P.E. #25750 <br />0 <br />IR -07 Midterm Re Mew <br />612006 <br />J.C.W. <br />I T.M.C. <br />J.C.W.. <br />E V. <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />EE <br />R S�GNEDD BY D <br />Hayden Gulch Terminal, Inc. <br />PROJECT: <br />HAYDEN <br />GULCH LOADOUT <br />DRAWING <br />TITLE: <br />FACILITIES <br />AREA ACCESS ROAD <br />PLAN <br />AND PROFILE <br />Sheet 1 <br />Of 1 Sheets <br />SCALE: S££ SCALE BAR <br />DWG/FIG—NO. 12-5C <br />Hydro - Environmental Solutions, Inc. <br />hydrology, water quality and environmental consulting services <br />7-)4-S /x <br />OYtlmW , FmNn.W 6niM.R•MMY <br />,flCE Wp Fo ryNp@]w1 <br />]610 fcpp.- L P21.Edr <br />Ir. 80. ' e,mewn <br />