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U C _ G _ C <br /> <br />• <br />• '-__ <br />• ~ <br />^. ~ ~ 'J' <br />coaE LoL <br />Joq Ho. 15.450 Sneer ~- of ~_ <br />Project Hayden Gulch Location Sta. 31+D0. 4q' Le (t <br />~ Ground 7ota1 Depth of <br />Mole 4 Eleva[lon 6345+ Depth 26i feet Overhurden 11 feet <br />Angle from. Bearing of Dep[h of Begun 11/16/77 <br />Horizon [al Vertl cal Angle Mole N/A Va [er Table None Flnlshed 11/19/77 <br />GEOLOGIC lOL GRAPHIC LOG DISCONTINUITY LOG <br />DeD Ch and Eleva[lon (Feet) 0I~ ~$I0 10I <br />O Tes[ aesul is 0 LJ-t.lJ_Ll-~ <br />C round Surface <br />Hole advanced through <br />overburden soils and <br />shale from 0 to 13 feet <br />wlcn 7-Inch halloo stem <br />5 5 augers. <br />70 10 <br /> k <br />B <br />d <br />d <br /> - -- <br />roc <br />en co on tare <br />a[ <br />e <br />11 feet. Casing set TOTAL <br /> frw.+ 0 to 13 feet. Ae- aECOVE AY <br /> malnder of hole was cared <br />Sh-sle: Oark gray; medi un hooded: ni nor slog N% diamond hl t. <br />Jointing; (ossl llferous, weakly cemented. 75 __ _ <br />IS 45°~clean <br /> VC~10,2 100 82 <br /> 0~ 122. 9 <br /> UC~21,J$0 <br />Average 5-foot ran ;0 minutes <br />No loss of drVtling fluid qq 2q 11 <br />0 <br /> <br /> <br /> Do- ltg,a r~ loo 85 <br />25 UC~69 ,007 25 <br /> n <br />f h <br />- - -B <br />tt <br />l <br /> o <br />o <br />u <br />o <br />e a[ <br /> 26} feet. <br />lD 30 <br />35 35 <br />I <br />40 <br />40 <br />45 45 <br />n <br />i <br /> <br />i sD <br />io <br />1""I <br />s°+ tlOTES: <br />r -- ~ Core sample tested. <br />VC . Va ter Content (h): <br />DD . Drv Denalty (pcf); <br />'[ UC • Uncon(Ined [omD resslve 6treng ch (ps (): <br />~? < Joint angle referenced co core aaia. <br />1 ': <br />Itid <br />1= <br />