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B.b~aaa~~eYmlVi~p~afim'Orao~d~Imid~BiaairndaLwew~lmadeAr~dtsirpdim C~~ob~Lods:6~~r <br />daa~~raoNYsed~igtlr lsgdfm sd err <M vwYsr~~pMln{b dtiomml slim <br />item. of olerert 6nm the previous otpecfion achrde: Sigot and Markers (oampbb ideati6cation sips, signs at <br />the bdent db, markon to idaotrly arse of diparbmee). Rails (caaditioa of the bridges, rod b tbo 6o shaft), <br />Hydrobgio Bahmoe [sediseent control devices at the foot of Pa W No. I work, pYrggd emergency spillway at T- <br />2, aendifioo of parimota ditch (SVV), mataWs cbmd from the long pend], Bac]dll and Grading (Mae No. l <br />portal, subsoil sbrage tlodcPib),Ravege0stien (faotprnb of bPbO pib and spoil swage pile near Mme No.1, <br />roclamd pends P-1 through 8, erosion feagtre en the step sbpet bebw the truck dump aroa, and a dirt track <br />road across a 6eW b the Raarmg Fork Riva), Slides and Damage (erasion feature en the sroep ebpe), Other <br />(removal of debris near Parhl No. 1, bPenO PO• Wu. Pbulio Piping near Pmd T-2, oabb, tiro and pallet m the <br />rotate pib, mmmg equipment m the entsbpe ofthe road ~ert>b Moe No. 3). <br />SIGNS AND MARKERS The two signs at the permit bamdary en Comfy Rod l OS m the vicaity of the mme <br />portals Wad the name, ddrou, and blephme number of the Division of Maealt and Genbgy added, u do the <br />entrmoe tips to >be reclsimd tunas of the woe paAab and sorfioe fam'tides [Role 430.2(3)]. Sips need >b be <br />ddd a the permit boundary (aaAh and south) whore the permit area n crossed by County Rad l09 (Ob <br />Hardwick Bridge RadxRabt 4.02.2 and 430.2(3)]. No marlrart waro sew But descnba thelmih of <br />dismrbmce. The perimeba of arou affiected by surface operations err 6c0iGet Wed b be msrkd (Itub 4.023). <br />$Q~ The bodge that provides aaxn b the Pahl l area [previoasty a ail bridge, now aril [a aooeu <br />(Pamir Drawag D-2-S)] and tba bridge ao >be aoxss rod to >ba a~ fm aro o disrepair and Hoed oo bo repaQed <br />[Bobs 4.03.2(Ixa). 4.03.2(2xc), sail 4.03.2(4)]. Rails, dilchas and wheats within the support ficitity area <br />waro io good ropai. The access rod b the ai fm wu sot rbaekad do b >be oonditioo a~f>be bridge and no safe <br />postage over North Thompsen Creek (high sprbg anolTj. <br />HYDROLOGIC BALANCE Gabs (hay a straw) hd been plwd, abng with netring, b ma<miae materials <br />graded tram >be rowakd PaW 1 aroa Ram entering Nark Thaopsen Credo. There babt have dimtegrated <br />and Wad b be rophaxd [Rub 4.033(2xf)]. Nettog wu in pboe, the aroa hd hem seeded, and some tedlings <br />was emergeg. There wu no evidence that tbaet and nV eiasim from >be dignrbed area hd entarod Nar16 <br />Thampsm Creek. Grata sedtings waro emergeg r 16e footprot aroa of the bPwO prb. Littb vegetation wu <br />rem a the faolprint of 1be ditmrbd tool prle. Thera was no evidence of elf erasion at this rite. There is little a <br />no polenWl for setdeabb added materiab b rac6 Nash Thompson Creek ban the enxu soil pib. Road <br />sorfioe materisb Sam the bridge (mentiood above) are tiRog through the gaps m bridge derJ®g mto Nark <br />Thompson Croek. The iabt b the amargenoy tprllway of the bog Pend Weds >D be shoed. The bog pond and <br />Pendr T-1 and T-2 aro warlcog wall (water o T 2 it aysW char). In13ow to the bog pond wu 5am both the <br />Number 1 and Number 3 Miner. One of the amagency spOlways fi'am T-2 is phrggd and needs >b be obarod. <br />The aplmd--flow mtacepta ditch above >be trnttment ponds was o good shape. The bog pond, Pmd T-l, and <br />Pmd T-2 were fuR and discharying (T-2 u approrimately 60 gpm). Thera was no water in Sadment Pmd P-9. <br />Pmd PA it a good shape. Mataialt cbmd 8nm >be bog pend have been pltoed adjaeant >b the pend <br />(narthaat side). These mataialt roquie props deposal [ltubr 2.07.7(2) and 4.1 l.4]. <br />BACKFB,L AND GRADIlVG the ParW 1 area regains rewatking. the baokflll has tepbd away from the <br />paW stroahrer bft io place. Additienal baok50 is regoirod to cover>bese straoturns and b bring the aroa maro <br />eloaely to approsmab oryod emwur (me high wa0 back above the Porhl #l strocmro hu en0apsdp. <br />PROCESSB~IG W ASTE The prooas4g wash (end mine development wash) pile (mine refnee pib) was in <br />good shaper Thera wero no aiyrs of damage b the pile. Riprap rolief dear was o good shape, and ao ansioo <br />festrrrm waro noted en the vegehbd arrfsoes. <br />P.a 3 of .f ro.e, ldn:a) /y T~~ ~4 ~2-, linits.i.) ~ <br />