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several previous <br />hts, identified ba$ed upon a coal company <br />were Colorado Yan P views for, <br />RE5 Floors and Water Rig redecessors, and tee trieaC� <br />Alluvial Valley Company and its P latory adequacy ?0900 I <br />file Coald correspond'ng,re ed +e Fude <br />Surface <br />The areas on Map Inducted by Twentyn lttals ars was PTePaz ederal Office of <br />Company, s an from which this roved by fl' <br />These subm d geclamation Division <br />e <br />Permitting actions CO 1 1978, and app Mined Gan <br />and Energy Fuels Comp The specif+c subm Cr�k in Ju Y the Colora termination that the <br />do planned <br />his analys+s nt to E ish initial determ dated or 31 <br />the basis of ltted� L adla 97g, Comments by both made an sun <br />ulat s <br />ent subm ted: "The staff has concluded in draft stipvalley floor., <br />O°r in <br />approving <br />amendment <br />O° 1978 which stated' d OSfvf an alluvial ed• Ll that all <br />valley floor' an is likely 978 they TOO alluvial <br />Mining on September 1> alluvia Fish Greek valley i 1, 1 lease, is an <br />(CMGRD) ossible a e F on DeCembeT 0900 <br />rs adjacentto a P� inion tha`oal 20900 creek, in the G 2 <br />operation elusion that Fish <br />1978 that: It is the ation plan for i Federal <br />the G° submitted to <br />the mining and xeclam this office document wasrmanentOSM <br />ation available to valley floor concerns of the pe Floors;, dated <br />inform of alluvial valley floor regulations Valley <br />valley floor amination alluvial d Study of Alluvial b 785.24 of Pe <br />intensive e d to respond to the roug his <br />scally, the next a es 785_6 Primary result of <br />CtVOnRolpn and IDS in SePte u define entified: <br />Technical n wasfi iesented oflPage <br />gef efforts. Thep as required by Part <br />CML- floor ination wasp This map, <br />raft g determ fluvial valley drology Fish Creek drainage <br />d their d valley f all subsequent a iia Park HY colluvial, <br />regulations 978• lids armed l 6 TwentYm iddle,Foidel, ne Field <br />August f 5> effort formed the basis ° 177, Map u. h "between unat nthe'surface. <br />it 79 f a111ocatio dishing ble colluvial <br />79-177. This Perm d location o <br />resented on the extent an of Possible res were discerns tually terrace and <br />investigation w d p85(c) (2) G)' 785-9, it was n t differen area extent' <br />l s an It on Page no siguifican solidated deposits are ac limited in ess. <br />79-177d ancon sits are limited thickn <br />very <br />pointed out it' Germ at deposits' becauseareas Of Trappe Actual alluvial deP° ow ds of lim d all <br />an that significant chany1els. A channels, as <br />Hatt ban rology> an <br />windblown al stream stteam 6, Twentymde Ph 1 <br />ations lndicate Ye actu active or emotive l77 Map °{ that submitta <br />inv os.it wall above adjacent 10 p Permd 74" ihrough 785-9(e) <br />deposits occuTTinanmediately to NP0c 'j%5 -9(b) dated February soils, <br />Occurring m and techniques u lamed on pagesit 79"177 describing the $oils, <br />fhe geological rnapPmle floor maps are exp with dem' ation <br />Analysis in connection Foidel Creek are <br />uent alluvial vel Y seal A� petalled inf lative to f Foidel creek <br />subseq and Tech" being an and Quantity sons o e <br />ilte Environmental A, sso ential of Foidel Creekd water Quality cunoluded that "Portions of the two <br />In ation an 177. They ek below the c the capillary <br />addressed the <br />and subittigof Permit 79 and Foidel Cre rns relative to ce Presented <br />1980, OSM otential for <br />( through 195-9(k)o Foidel Creek, expressed cone evidenCree <br />vegetation, P 785 Although they thatanaeF,1d,l k valley <br />ak, a south tribal or an AYF ation they concluded by <br />presented on pages aracteristics for subirrig of Foidel Creek evaluation <br />nhwest of Pinnacle dense ch and its potential South Fork their <br />es fit the geomurP oundwaters curring on the <br />drainag alluvial gT concluded <br />Suggests that subirogation is not °c <br />VIS of shallow The OSM <br />thus far Sugg <br />bottom," <br />411199 <br />2.06-6 <br />