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~. C,n ~,r+N 539563' 9394 bi+ 9390.74 Y1//YY +~:ev Tr .ur .. ,,,, <br />0 <br /> l~7 <br /> ~ ~2 55~~ <br />//1 ~1 3 ~2 <br /> 7 a ° <br />- 5 a:. <br /> ~7 °. <br />v <br /> i: <br /> <br /> ~1 _ 4~1 BII ~7 Q' H <br /> . <br />-10 ~ ~2 ~ ~1 o. 2~ <br /> °- a 4 N.S. <br /> ~1 6~2 <br />IS <br /> 6~1 6~1 <br />20 8~7 ~7 <br />~2 /~1 <br />.30 7~1 I I I /~7 <br />35 <br />95 <br />~7 7~7 s Z~6 <br />NR. <br />~1 /~2 6~2 <br />NR NR <br />5~1 1 ~2 r7'~7~~ <br />N.R. ou <br />0 7~ <br />~~ <br />2/l2 l~l <br /> ; o <br /> '• • <br /> 0 . <br /> <br />2~J 0: <br />°o 0 <br />° <br />~7N.F~ <br />~6 <br />%a <br />~1'7~'z <br />32/5 <br />71~ NR. <br />7 O NR. <br />0 <br />%'7 <br />1~2 5 <br />y~ 7;%7 <br />9~rN /0 <br />~6 716 <br />oa i 4 <br />2~ /s <br />N.R. <br />F. <br />W <br />70 ~ <br />IS ~ <br />30 ti <br />4 <br />W <br />O <br />35 <br />40 <br />4S <br />~' SO I o~' 7~1 50 -J <br />[~ Fr9ure 1. ~J <br />(•7""1 MAH-MADE FILL, mill tailings, fine to coarse grained, well graded, moderately moist, loose to medium dense, <br />LJJ gray Su <br />SAr1D E GRAVEL, glacial outwa sh, well graded, some cobbles and small boulders, slightly clayey, medium dense, <br />° to else, sTTgh tly moist to mots[ (SC-GC) <br />lrm ica [es water table a[ [line of drilling. <br />lndica [es frze-water level 9 days after drilling when checked on 6/3/82. <br />,v p. Indicates no sample recovered, <br />d0. lndica tes interval of difficult drilling. <br />dotes: 1. Test hales were drilled on Flay 26, 1982, with a 4 inch diameter, continuous flight auger, <br />2. (C /12) lucan on of Standard Penetration Test; indicates that 4 blows with a CO pound hammer, falling 30 <br />inches, Ne re required to drive a 2 inch diameter sampler 12 inches. <br />3. Elevations [alen irons sm-vcy data supplied by Standard Metals Company. <br />C. Tne s[ra tifica ti on lines re Uresunt the approximate boundary be [ween soil type antl the transition may he <br />gradual. <br />5, ?he location of ho rings were approai mately determined by survey supplied by Stond and Metals Company, <br />The 1o[etion znd e~eva[ion of [he burings should be considered accurate only [o t[ie degree in plied by <br />the nee tnod used. <br />6. eater level rczd inys have been made in [he test holes at ti noes and wider conditions slated on the Goring <br />logs. ~ This data I~as Lezn review ed and in[erp re tations made in the test of [his report. However, it <br />most De noted [hat fluctuations in [he level of the groundwater inay occur due to :aria [ions in rainfall, <br />+z^pera CUre, and other f+c[ors at the time measurements were made. <br />