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Bdow re comm'm m die iupxtim lie c®as~ Bride 6aarioe otdnureyp~mde Metlhe ropectim Commeab Ww de~nbe m9 ~rJime tekm Jtie~ We ayet~m tithe Gw Q e~ideaee ~~ e~®~ ~cCOn This eras a corrrplete inspection conducted by Jos Dudash of the Cobndo DMO. Basil Bear represented the operator. The weather was hot and dry. The area has not received much precipitation since the last lrrspectlan, wlYch was two weeks ego. ~~. t34AQi: The operator is almost done adding the gravel road base for the haul road. The haul road was being watered doing the inspection. The operator plans to pave the entire haul road before winter. Along with paving the haul road, guard rails will be installed ratl-4r than berms. For now, the operator will nal be !wilding the corrveyor beN and the truck loadoul . 'Mierefare, the truck loadout haul road wiN not tie fwik yet. The access road to the office is not done yet. The operator is Instating a water Yne, which nns along the north side of this road. Once the road is completed, a road bean must be provided along that south side of this road. Several slope measurertrerts were made along the steeper portions of the haul road, in order to check for cornjrrance with haul road grade requirements. Haul road station bcatlons were taken irorrr Drawing fVurrlber 52-1-012, suet 2 oT 4, in Vokme V of the perrNt apptcation. From station 68+00 to stator 87+50, which is approbmately between the inlet of cuMert GC9 to the inlet of culvert GB7, the degree of slope for tl~at sector of the haul road was measured as 8 degroes (10.5 percent). A degree of slope of 5.5 degroes (9.5 percent) wis measured for the section of haul road from statlon 78+00 to station 79+50, which is bcated between culvert GC8 and the inlet of G88. Several haul road fit slope gradients were also measured. The outslops of the haul road fit at station 50+50 was measured as 24.5 degrees (2.2H:1 V). This bcatlon is alwut 100 feet south of the outlet of culvert C-C9. The slope of the haul road fir thst ties between station 52+00 to 81+00, which is about 100 feet west of the louver section of culvert GC9, was about 28.5 degrees (2H:1V). A slope of 27 deQees (about 2H:iV) was measured for the fit at stator 72+00, which is located about 100 fed west of culvert C-C8. Finery, the outslope of tta portal bench fir, above stator 77+50 and atwut 100 feet west of culvert GCS, was measured as 28 degrees (a Ittle less than 2.1 H:1 V). The operator has graded a new 100 foot long rght use road section that comeets the haul road to tl-s pro-axfstnp rght use road. This is bcated at haul road station 84+75, which is about 50 feet east or the INet to aivert GC9. K the operator intends to use tNs road as the entry onto the rgr,t use road, than this should tie pemitled into the pemrit apprcetlon. At the entrance to the mne eke, three haul road dtch slk fences need to be rotronched. Bscaua corutnictlon of the surface faciitles has not been completed yet, ewers! drlverts and dtches have yd to be instated. These inckrde cuNarts GB1, GB15, GB17, GB18, GC1, GC2, G C3, GC4, GCS, GC71, GD1 and GE1and ditches D•B73, D-817 (the bottom 200 fed), aB22, D- B25, aB27, and QE1. tl is important that aiveYt GD7 be Irutated very soon, since the culvert is needed to property drain ditch D-Di. TTree culverts and one dkch are not going to lx instated due to canstnxtion decidons in the field. These culverts are GB5, G812 and GB13. The ditch is o-B19. Because the portal bench plan Is Using rovlsed, ttase culverts and dkcMs assodated with the portal bench and the crusNngf screening bench have not Veen Instated. Three culverts have been added ~~)