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LOG OF TEST BORE - 8 (Log 2 of 4) <br />Client: Dust 8 Dirt Excavating Project: Slurry Wall Design <br />Site: Sec 4 Township 5 North Range 65 West Project No.: 2006-201 <br /> <br />a <br />~ <br />~ 0 <br />~ <br />Description a ~ ~ ,, ~ ~* .~ a ~ <br /> v ~ <br />(J <br />~ O N <br />C <br />J <br />C <br />~N <br />C'C.. <br />d Q <br /> = <br />° ~ <br />n. Z~ <br />~ ` a> .o v <br />`~ y c m <br />~ <br />3 to <br />~ <br /> i <br />a <br />o ~ <br /><n ° ~ <br />d <br />cn m ~ °, Z' <br />o Q <br />~ ` <br />° <br />a d <br />o c <br />~ in cn ~ <br />SANDY SILTY CLAY 26 ' ' ' <br />1 . . <br />I ' <br />I ' <br />1 ' <br />. ' <br />I ' <br />I <br /> <br />27 1 <br /> <br />I <br /> 28 <br />SILTY SAND & GRAVEL WITH °,° ~° ~ ' ' <br />~ ' <br />i ' <br />i ' <br />i ' <br />i <br />COBBLE <br />29 -: ~~ <br />~ <br />° ~ <br />° i i i i <br />~ ~ ~ ~ 1 ' <br /> ° <br />°~,i, <br />° . . 1 <br />. . . <br />. <br />I <br />. <br />. <br />I <br />I <br /> 30 ° °~ <br />°° . . . <br />. . I <br />I . I . I <br /> ~°~ <br />° i i i i i i i i <br /> 31 ° i i 1 i i i i i i <br /> <br />ga 1 I 1 <br />1 1 1 <br />1 1 1 1 <br />1 <br />1 1 <br />1 <br />1 1 <br />1 <br />1 1 <br />1 <br />1 1 <br />1 <br />1 1 <br />1 <br />1 <br /> <br />SANDY SILTY CLAY <br />32 1 1 1 <br />i i { 1 <br />i <br />~ 1 <br />i 1 <br />i <br />. 1 <br />i <br />. 1 <br />i i <br />1 <br />1 <br /> 33 ~ I <br />I <br /> 34- <br />1 <br />1 1 <br /> <br />1 <br /> <br />1 <br /> <br />1 <br /> <br />~ <br /> <br />1 <br /> <br />1 <br /> 35 <br />SILTY SAND & GRAVEL WITH ; ; ; <br />COBBLE 36 ~ ~ ~ <br />1 ~ 1 I ~ <br /> <br />1 ~ <br /> <br />I I <br /> <br /> <br />37 I 1 . <br />I 1 1 . 1 <br /> <br /> <br />1 1 <br /> <br /> <br />. <br /> <br />i <br /> <br /> <br />. 38 <br />1 i 1 <br />1 1 I <br />1 <br />I <br />1 <br />i ~ <br />1 <br />1 1 <br />1 <br />I 1 <br />1 <br />1 <br />1 <br />1 <br /> <br /> <br />39 1 1 1 <br /> <br /> <br />1 1 . <br />1 1 1 <br />1 <br /> <br />1 1 <br />1 <br /> <br /> <br />. 1 <br />1 <br /> <br />I 1 <br /> <br /> <br />. 1 <br />1 1 <br />1 <br /> <br />I <br /> <br />40 . <br />~ <br /> <br />I 1 <br />~ 1 1 <br />1 1 1 <br /> <br />1 <br /> <br />1 <br />1 <br /> <br />I <br /> <br />1 <br />1 . <br /> <br /> <br />1 <br />1 <br />1 . <br /> <br /> <br />1 <br /> <br />1 1 <br /> <br />1 <br />1 <br />1 <br /> <br />1 <br /> <br />I <br /> <br />41 1 1 I <br />i i i <br />1 i 1 <br />1 1 1 I <br />i <br />1 <br />1 1 <br />i <br />1 <br />1 1 <br />i <br />1 <br />1 I <br />i <br /> <br />i 1 <br />i <br />1 <br />I 1 <br />i <br />1 <br />1 <br /> <br />42 1 I 1 <br />1 1 <br /> <br />I 1 1 <br />1 1 1 1 <br />1 <br /> <br />1 <br />1 1 <br />1 <br />1 <br />I <br />. 1 <br /> <br /> <br />1 <br />. 1 <br />1 <br /> <br />1 1 <br />1 1 <br /> <br /> <br />1 1 <br />1 <br /> <br />1 <br />1 <br /> <br />43 1 1 1 1 1 1 1 I 1 <br /> 44 . . <br /> <br />i i 1 <br />1 I I . <br /> <br />1 <br />t . <br /> <br />i <br />1 ~ <br /> <br />1 <br />I . <br />1 <br />i 1 <br />I I <br /> <br /> <br />1 <br /> <br />i <br />I <br /> <br />45 1 1 1 <br />1 1 1 <br />1 1 i <br />1 1 i <br />1 1 1 1 <br />1 <br />1 <br />1 <br />~ 1 1 <br />1 <br />1 <br />1 <br />1 1 <br />. <br />1 <br />1 <br />1 i <br /> <br />i 1 <br />1 1 <br />1 1 1 <br />~ i <br />1 <br />1 <br />1 <br />1 <br /> <br />46 1 1 <br />~ 1 1 <br /> <br />1 1 <br />1 1 1 1 1 <br />1 1 <br /> <br />. <br />1 <br /> <br />1 <br />I <br />1 I <br />. <br />1 <br />1 <br />I 1 <br />. <br />. <br />. 1 <br />1 1 <br />~ 1 <br />1 <br />1 <br />I <br />1 <br /> <br /> <br />47 1 <br /> <br />i i 1 <br />1 1 <br />i 1 1 1 1 <br />1 <br />1 <br />1 1 <br />1 1 1 <br />1 <br />1 <br />1 <br />1 1 1 <br />1 . <br />1 1 <br />1 1 <br />1 1 <br />1 <br />I <br />1 <br />1 <br /> <br /> <br />48 1 1 I <br />1 I 1 1 1 <br />1 1 1 <br />1 I 1 <br />1 1 1 <br />1 <br /> <br />49 I I I I . I <br />SANDY SILTY CLAY 50 ; i ; <br />1 <br />1 <br />I ; ; ; <br /> <br /> <br />1 <br />The stratification lines represent the approximate boundary lines between soil and rock types. Insitu, the transition play be gradual . <br />Water Observations Boring Started: 10/23/2006 <br />Initial WL: 13' T R T Boring Completes 10/23/2006 <br />WL: 13' ~ ~ ~ Logged By: TM <br />Water Checked: 10/23/06 Two Rivers Testing, InC. Approved By: TMC <br />