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i) <br />z <br />0 <br />0 <br />z <br />0 0 <br />1- <br />0 <br />r <br />ut <br />0 <br />. <br />PROJECT: Henderson Mill <br />PROJECT NUMBER: 043-22415 <br />LOCATION: Henderson MITI <br />RECORD OF <br />DRILLING METHOD: <br />DRILLING DATE: 11/6/2007 <br />DRILL RIG: Mini -sonic <br />J-JoInl FO-Fdlalion ST-Slepped <br />F -Fault PL -Planer I-1 <br />S -Shea C -Curved p-Ponshed <br />&Redd ng U-UndulelIng K-5ilkkansided <br />DRILLHOLE GMW-11 <br />Roto -Sonic DATUM: <br />AZIMUTH: N/A <br />COORDINATES: N: 40©,193.00 <br />SM -Smooth CA-cakile <br />regular R -Rough CT-Conlacl <br />VR -V -Rough RD.Redrilled <br />Fr -Fracture Fa -Iron Oxides <br />0 <br />etM <br />T t¢x¢ 3 <br />Lu <br />35 <br />LL 6 <br />/ i I _\ <br />RS R6 � <br />R4 ISRM m <br />R3 STRENGTH <br />INDEX p <br />FS- R1 <br />SHEET1 <br />ELEVATION: <br />INCLINATION: <br />•Azul <br />■Diametral <br />of 2 <br />9153 <br />-90 <br />NOTEs <br />WATER LEVELS <br />INSTRUMENTATION <br />I <br />o an o DEPTH <br />ZA (feet) <br />ROCK TYPE <br />DESCRIPTION <br />r <br />Continued from non -cored <br />borehole. See Borehole fog report. <br />O <br />= <br />d <br />0 <br />9 h: <br />N <br />w <br />O~ <br />a - <br />(Pail <br />ELtV. <br />¢p> <br />U8 <br />rc <br />ROD <br />% <br />FRACTURES <br />PER FOOT <br />DISCONTINUITY DATA o <br />ed <br />w <br />$ <br />° <br />ZO <br />0 <br />DEPTH <br />(n) <br />0.0 - 3.0 <br />Soft to firm, Very dusky red (10R <br />2/2), Homogeneous, PEAT, trace <br />sand, traces gravel, moist. <br />,t it <br />it 11 <br />,t rr <br />rr �t <br />st 1r <br />Ir �1 <br />,lir1 <br />Ir <br />‘t---11- <br />9150.0 <br />1 <br />-1-Q <br />5.0 <br />- <br />; <br />'A•i <br />} <br />�i • <br />, t <br />t <br />itt <br />'•a�:: <br />I <br />— <br />1 <br />Ii <br />_ <br />3.0-70 <br />Compact, Light bluish gray (58 <br />7/1), Homogeneous, fine 10 <br />coarse, GRAVEL(GW-GM), and <br />sand, some O. moist, TILL. <br />4 <br />!4',r <br />4? <br />0,i <br />. / <br />A <br />4. <br />if <br />fti <br />3.0 <br />9146.0 <br />2 <br />0 <br />7.0-25.0 <br />Compact, Pale olive (10Y 4/2),4 <br />Homogeneous, line to coarse, 4/2),Adj <br />GRAVEL(GW-GM), some <br />sand(25%), some cJay(12%), <br />some s111(12%), Wet. TILL.— <br />Log continued on next page <br />F` <br />-/ <br />.P6 <br />4.:.. <br />41 <br />,..-j <br />4z <br />FSA <br />off` <br />it. <br />4�� <br />1:4 <br />4� <br />4%w <br />60 <br />4, <br />44 <br />7.0 <br />3 <br />10.0 <br />10.0 <br />SCALE: 1 in = 1.9 ft LOGGED: NQTRt <br />DRILLING CONTRACTOR: Boart Longyear CHECKED: <br />DRILLER: Roy Buckenberger DATE: <br />UCS (pal) <br />150 <br />_iu <br />R3_76 <br />15.00°oo <br />Golder <br />Associates <br />