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~ ~~ 5~~. p~k g <br /> <br />BEGAN: (]~22I8L D-5 ~ FIEID ENGINEER: ,). Mlhm <br />p.rE BORING NO. <br />tl'll FINIS HED~ 6 23 31 ~ CHECKED BY: _I _ll- Nel snn <br /> <br />8875.4' N 100,898' E 115,203 <br />~N~,~ND SURFACE EL.: <br /> <br />III <br />Ik II <br />DEPTH <br />IFEE TI <br />SAMPLE <br />TYPE "' <br />LL <br />~ <br />a <br />DESCRIPTION N <br />u <br />vl <br />7 PENETRATION <br />RESISTANCE <br />IRLOWS PER FOOTI <br />10 30 50 WATER CONTENT <br />pERCENi <br />( ~ <br />20 a0 <br />' S:S~ <br />° Very loose, dark brown and brown, <br />silly sand, trace gravel, trace <br /> s <br />I ). <br />`^r roots, slightly moist to very <br /> 5 ~ <br />S. <br />S. moist. Moisture content increase sm ~ <br />-4 l <br />s <br />. <br />with depth. <br /> <br /> 6 <br />3 <br />S ~ <br />' ' <br /> 10 : 9.5 1 <br /> . <br /> s <br />~ o Loose, brown w/black,rust 5 dark <br />brown patches, clayey sand trace <br />X2 <br />0 <br />sc <br /> ravel, very moist. <br />. ~ <br /> s 'o: <br /> <br />~~ <br />Medium dense to dense, brown and <br /> <br />15 ~ <br />~ <br />~O dark brown, fine gravel and gm- <br /> <br />~.'.i~0 <br />e <br />6 <br />°~~' <br />O sand, some silt, wet. sm <br /> <br /> 5 <br />~ 0 '. <br />~° <br />' <br /> 20 °. 19.5 ~ <br /> <br /> B <br />e S:t' Dense,brown,silty sand 6 sandy <br />silt,wet,broken pieces of sand- sm- <br /> <br />ml 1 <br /> .. stone in bottom of sampple. ((Appro. <br />(?22 <br />) <br />to <br />of Creede Form 1 <br /> s . <br />Z: <br />, <br />p <br />2 <br />00 <br /> v Dark <br />ra <br />sil tstone <br />ver <br />so <br />f [ NA 100 10. 9 <br /> ZS g <br />y <br />, <br />y <br />, <br />h <br />d <br />l I ~ <br /> severe <br />y weat <br />ere <br />, wet. 25.9' 50 /0. 4 <br />;410 (361 <br /> Dark gray claystone and sillstone, <br />ht weatherin <br />hard <br />ver <br />sli <br /> , <br />y <br />g <br />g, <br />top 3 foot of core fissile <br /> <br />30 . <br /> <br /> <br /> 33 <br />5' <br /> . <br /> 35 TI ~ fine sandstone <br />hard <br />Dark <br />ra <br /> <br /> <br />4840 <br />(951 , <br />y <br />, <br />g <br />sev <br />l v <br />rtical fra <br />r <br />t <br /> era <br />e <br />c <br />u <br />es, <br />ht <br />i <br />li <br />th <br />i <br />d <br /> jo <br />, very s <br />g <br />wea <br />er <br />ng. <br />nte <br /> <br /> 40 <br /> <br /> <br /> <br /> <br /> 45 loo. 45.0' <br /> <br /> <br /> <br /> <br />0 Bottom of Boring 45.0' <br />(Piezometer~inatalled in boring, <br />slotted section Erom 12' to <br />~2') <br />I10macra ta B Or1 D9 ~ O. - D <br />R?I81-271 Sheet 1 of 1 <br />