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• RECORD OF DRILLHOLE GMW-11 SHEET of 2 <br />PROJECT: Henderson Mill DRILLING METHOD: Roto -Sonic . DATUM: ELEVATION: 9153 <br />PROJECT NUMBER: 043-22416 DRILLING DATE: 11/6/2007 AZIMUTH: N/A INCLINATION: -90 <br />LOCATION: Henderson Mill DRILL RIG: Minl-sonic COORDINATES: N: 408,193.00 E: 4,409,664.00 <br />ROCK TYPE <br />J-,Wlnl FO -Foliation Si -Slapped <br />F-Faull PL -planar I -Irregular <br />S -Shea C -Curved P-Pdkenai <br />6-BeddU-Undaiah K- <br />ng ^8 <br />SM-Smaolh CA-Celclle <br />Ira R -Rough CT -Clay <br />9 C0-Catad <br />FoRaclVR-VRough RD-Reddaed <br />Ilcken5ld d Fr-FracNre Fo-lron oaides <br />0 <br />z <br />K <br />K W o <br />a€ <br />sIP2 <br />6j <br />//// 3 <br />E 11V�a.it2P` <br />. <br />•AHial <br />R Diametral <br />NOTES <br />WATER LEVELS <br />INSTRUMENTATION <br />S� <br />F � <br />w `' <br />�"" <br />DESCRIPTION r <br />� <br />O <br />q <br />LLq <br />0 <br />K po <br />y <br />_ � z <br />rn <br />le , <br />o � <br />vo <br />O <br />(PU) <br />ELEV._ <br />z> <br />88 <br />rc <br />ROD <br />% <br />DISCONTINUITY DATA 0 <br />uuu���{{{ <br />g - <br />FRACTURES <br />PER FOOT <br />° <br />oggM, <br />19 <br />DEPTH <br />(11) <br />_ <br />7.0-25.0•• <br />Compact, Pale olive (10Y 412), <br />Homogeneous, fine 10 coarse, <br />GRAVEL(GW-GM), some <br />sand(25%), some clay(12%), <br />some sill(12%), Wet, TILL. <br />(Continued) <br />!P.4 <br />/• <br />'1 <br />it, <br />lei <br />'O •,' <br />•. o <br />••o • <br />0 :, <br />_• <br />• <br />; 0 : <br />0 - <br />.• 0 .• <br />•. 0 .. <br />o . <br />- <br />— <br />_ <br />— 25 <br />it <br />i- <br />7 <br />i <br />i <br />1 <br />u <br />- <br />-.-30 <br />i <br />iC <br />D <br />ft <br />0�o:: <br />i4 <br />it•. <br />,' <br />4,4 <br />it <br />aIA <br />4 <br />/4 <br />'4A <br />4fei• <br />4• <br />ISA <br />.ie• <br />/ <br />4A <br />1• <br />!' <br />/ <br />f/'• <br />/44 <br />SIA <br />/ <br />I I1 <br />9128.0 <br />3 <br />10.0 <br />• <br />•. 0 •. <br />.• O.• <br />0.. <br />: 0 . <br />. 0.. <br />.. 0 .. <br />: o <br />.• o.• <br />• . O • . <br />O- <br />.0,. <br />. O <br />° • <br />° <br />•0 •. <br />o• <br />. O . <br />. 0. <br />• O • <br />O . <br />•.0 , <br />• O • <br />° • <br />.•O •: <br />:0: <br />0 ,. <br />0 ' • <br />• <br />- <br />— <br />— <br />� <br />4 <br />10.0 <br />25.0 - 30.0 <br />51111 to very stiff, Pale Yellowish <br />brown(10YR 612), very fine, clayey <br />sandy SILT (MH), (races coarse <br />sand, slightly twist, slight dry <br />sirenghl, no Maloney, slight <br />loughnes. <br />25.0 <br />10.0 <br />r1r <br />Boring completed at 30 ft <br />SCALE: <br />r DRILLING <br />rc DRILLER: <br />0 <br />1 In = 1.9 ft LOGGED: NOT <br />CONTRACTOR: Boort Longyear CHECKED: <br />Roy Buckenberger DATE: <br />UCS (p0) <br />Ri_T25 <br />R3-'75 o <br />R5-as:0000*Golder <br />SSUCI2U1eS <br />