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<br /> <br />LOG OF TEST BORING NO. TB-6 <br />page 1 of 1 <br />OWNER/CLIENT ARCHTI'ECT/ENGINEER <br />Rollin Consulting <br />S1T~Torthwest corner of Wetd County Roads 18 and 25 PROJECT <br />Weld County, Colorado Proposed Gravel Pit <br /> SAM PLES TE STS <br /> ~ z ~ <br />~ <br />h o <br />N <br />U DESCRIPTION ~ ~ <br />i E ui y <br />W y x <br />2 y <br />LL W U y O~ <br />. <br />7 '~ <br />a ~ u ~ i ~O ~ ~~ ~~m W <br />3~< m-~~. <br />~ Approx. Surface Elev.: Grade ft. o ~_ z F a m ~ o ~ ~ °u ~ a y ° ~ ~ l; <br /> • TO SO <br /> C CH <br /> LEAN TO FAT CLAY WITH SAND <br />ilt <br /> , s <br />y, <br />3.0 <br />oQ _e dark browD, gray brown, moist to wet. <br />°td. <br />a <br />5 41 <br />.- <br />O o: <br />o j} <br />00.6 <br />-0Q_ <br />a ._. <br />Q 10 1 <br />oO.ti <br />0Q <br />b . <br />~.a. <br />a <br />~p <br />°o <br />0 15 <br />; <br />~.O <br />Qe <br />°p <br />q o SAND WITH GRAVEL, slighlty silty, more <br />°. O: <br />' and larger gravel with increased depth, 20 <br />? <br />•. <br />~¢~°~ <br />rusty brown, orange, wet, loose to <br />n.d: medium dense. <br />YI'R <br />Q~_. <br />'d ° 25 <br />na: <br />a e: <br />o ~.: <br />00:6 <br />°'o:_ 30 <br />o.e: <br />o p'~: <br />°O e. <br />gy'p' 34.0 <br /> 35.0 CLAYSTONE <br />silt <br />moderate <br />lasticity 35 <br /> , <br />y, <br />p <br />, <br /> gray, slightly moist. <br /> BOTTOM OF BORING <br />THE STRATIFICATION LMES REPRESENT THE APPROXIMATE BOUNDARY LINES <br />BE2IVFFN SOD. AND ROCK 7YPES: INSTI'U, 7HE TRANSIriON MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED 5-1499 <br />WL 4 5/14199 3' __ 5/21199 3' BORING COMPLETED 5-14-99 <br />~" ~ 1 err icon RIG Mobile B-57 FOREMAN D,D <br />H,1, APPROVED ESW JOB ~ 22995081 <br />