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4 �veHa 0 0. <br />LEGEND <br />BRUSH LINE <br />,I <br />♦, <br />STREAM <br />, <br />Y - - -{ CULVERT <br />JI <br />i <br />'♦ <br />DITCH <br />/ <br />''♦ <br />- - UNPAVED ROAD - ORIGINAL <br />- <br />UNPAVED ROAD - REALIGNED <br />PAVED ROAD <br />— — DISTURBANCE BOUNDARY <br />10' SURVACE CONTOUR <br />2' SURVACE CONTOUR <br />♦ <br />«««< EARTHEN BERM <br />- <br />r <br />,'♦ <br />PERMIT BOUNDARY <br />1100 <br />11*0 <br />1100 <br />00 <br />♦ <br />00 <br />♦ <br />`I1 <br />I <br />`I , <br />' <br />1100 <br />♦ <br />,I <br />1140 <br />Ak# <br />1100 <br />11 <br />/ <br />1100 <br />40 <br />00 <br />I <br />♦, <br />/ <br />00 <br />♦'. <br />m <br />d// <br />00 <br />I <br />♦ <br />♦' <br />GATE // <br />�,,00 <br />1100 <br />/ <br />`I <br />♦, <br />' <br />, I <br />I <br />` <br />, i <br />♦ <br />S39 <br />I <br />♦ <br />Ok <br />I, <br />♦, <br />♦ <br />S <br />390 <br />00 <br />' <br />` <br />S10, <br />CATTLE GUARD 00, <br />5.17 <br />i' <br />♦ p <br />t � I <br />♦ 5420 <br />UL <br />00 <br />♦ 54g <br />VEF <br />00 <br />' ♦ <br />Sg <br />I <br />I • <br />546 <br />START HAUL ROAD <br />3A2 0 AO <br />SgSp <br />r i�rr.rr rr sir r, r rr <br />rr n r i r r r <br />i <br />r <br />♦ <br />''♦ <br />, r� r i �, i,� r r <br />ri r r, r ie r rr �, r i, r i �,r <br />i, rr�, <br />p 0 <br />RO <br />r �, i <br />�, <br />♦ <br />�LIP <br />S390 <br />N <br />O <br />♦ <br />83 <br />♦ <br />S <br />♦ <br />s.0170 <br />�, <br />Q <br />S4 <br />` <br />542p 7 <br />ULVERT <br />\ <br />U <br />` <br />d <br />36" CULVERT <br />546 <br />♦ S4 <br />+ 3 <br />5407.0 <br />LEGEND <br />`54G <br />BRUSH LINE <br />5 ♦ <br />SO <br />\ <br />Rte'" <br />5 �•" <br />1 <br />\ <br />STREAM <br />CULVERT HAUL ROAD STATISTICS <br />.4 <br />5421.8 <br />�tfr \`f <br />EN <br />UL ROAD <br />—.� <br />DITCH TOTAL LENGTH = 6300 FEET <br />+ <br />5409.4 <br />'f^ <br />\rr <br />Frr <br />UNPAVED ROAD - ORIGINAL WIDTH = 16 — 20 FEET <br />x <br />UNPAVED ROAD - REALIGNED OVERALL GRADE = 2.3% <br />— — DISTURBANCE BOUNDARY PITCH GRADE = 3.0% ELEV. 5308 <br />OAD <br />RECEIVEDROAD <br />- 10' SURVACE CONTOUR <br />STOPTELEV. 5450 <br />- 2' SURVACE CONTOUR <br />,n"` <br />PP <br />«Ktff EARTHEN BERM �+� <br />PERMIT BOUNDARY SEF I 2002 <br />•. <br />` • • • . <br />, <br />DIVIEiOR of Minerals <br />♦ <br />547 <br />fffff(fffff fff <br />� <br />.. _ _ <br />— _ _ <br />and Geology <br />- — <br />— <br />PREPARED FOR: <br />... <br />� <br />1 <br />\ <br />PROJECT: <br />MUNG Ep CANYON MINE <br />ENGINEER'S CERTIFICATION I <br />\ <br />V1 <br />Z <br />W E <br />Lodestar Energy, Inc. <br />eels eaa 370 <br />l hereby certify that this drawing was done <br />b r my direct supervision and <br />` <br />TITLE: <br />d49AS�I= ROCK DISPOSAL SITE uuii <br />�j <br />S <br />Eelper, titan 94526 <br />. • • 6l 4351637 -9200 <br />q <br />plFEofi£,.(ormotion presented on <br />♦ 18��trOWl O t0 the <br />HAUL ROAD <br />D.A. ✓l. s 02 <br />/ <br />I DNE jNCH <br />ENERGY <br />a <br />e and correct <br />I <br />a��• R`'of m g <br />1 New Issue <br />PLAN VIEW No. DESCRIPTION: <br />I.D. No. C - 81 - 020 DWG. NAME: <br />FIGURE 2.2 °90 1 Exhibit 2.2 -6 <br />1 "" = 100" 2 Exhibif 22 -7 <br />REFERENCES <br />3 Appendix M(vii) <br />4 Appendix N <br />PP <br />BY DA rE <br />DEIGNED W: D.A.d tie 20 0 <br />DRAWN BY: <br />CHECKED W. <br />PREPARED BY: <br />_ _ i. e. STOVER � A.. SWteTES <br />2788 Compus Dr., Su1te 101 <br />Ur d Jot, Co 81506 <br />- - -_ _ _ - <br />c��yvlee and belief. <br />e <br />B <br />9 • * � �� <br />Ames . Stov � e <br />-,rpNGrodo P.E. Py��O <br />��F '• ••• <br />WASTE ROCK DISP08AL SRE <br />DMG <br />SCALE: <br />i ... <br />4 �veHa 0 0. <br />