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<br /> <br />LOG OF TEST BORING NO <br />TB-2 <br />. <br />Page 1 of 1 <br />OWNER/CLIENT ARCHITECT/ENGINEER <br />Rollin Consulting <br />stTlp,1orthwest corner of Weld County Roads 1S and 25 PROJECT <br />Weld County, Colorado Proposed Gravel Pit <br /> SAM PLES TE STS <br /> ~ O <br /> ' O <br /> DESCRIPI <br />fON ~ ~ p: F ~ z Z m x y {< <br />G ~~i <br />x <br />L ._, <br />~ y <br />U LLI <br />~ <br />L ~ N <br />Z •2 ~ <br />~ 41 <br />~~ Z 6i V <br />O~C .J 'j' C'. <br />~~ ~ <br />~j~ <br />~ Approx. Surface Elev.: Grade ft. c ~ z ~ ,'~. m ~ o ~ ~ °u y a h ° ~ ~ ~ <br />°a .e. ~ TOPSOII. <br />O~. <br />o. '. <br />Q.e_ _ <br />~Q <br />o:.. <br />O <br />e 5 <br />.. <br />. <br />0 Q. <br />°b.o <br />U Q'.: <br />°a a <br />. <br />~O: <br /> <br />10 <br />1 <br />bO,e <br />~Q. <br />4B_o <br />p.Q <br />~~.e.. IS 1 <br />Qa. <br />n~:e. <br />o'p~. SAND WITH GRAVEL, slightly silty, more <br />°O'b. and larger gravel with increasing depth, <br />o'a' rusty brown, orange, moist to wet, loose 20 <br />~~`° <br />~.Q [o dense. <br />°d .o. <br />°D <br />~ <br />~ ° <br />4 <br />25 SS 31/12 <br />d:: <br />,.... <br />o:~ <br />°O: <br />Po.e <br />Qa: <br />°a Q. 30 <br />°. O'. <br />y.. <br />~.° <br />~ <br />33 <br />0 <br />0 <br />: . <br /> 35.0 CLAYSTONE, silty, moderate plasticity, <br />35 <br /> gray, slightty moist. <br /> BOTTOM OF BORING <br />THE STRATIFICATION LWCS REPRESENT THE APPROXDNATE BOUNDARY I.INPS <br />BETWEEN SOD. AND ROCK TYPES: INSITU, TES TRANSi['ION MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED $-1499 <br />WL 4 5/14/99 3' __ 5!21/99 3' BORING COMPLETED 5-1499 <br />~' a ~rracon wG MobileB-57 FGREMAN DJD <br />,VL APPROVED FSW JOB# 22995081 <br />