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~~ <br /> <br />LOG OF TEST BORING NO <br />TB-6 <br />. <br />page 1 of 1 <br />OWNER/CLIENT ARCHITECI'/ENGINEER <br />Rollin Consulting <br />siT4Tortbwest corner of Weld County Roads 18 aztd 25 PROrECr <br />Weld County, Colorado Pro Gravel Pit <br /> sAMPLPS TP Srs <br /> ~ M ~ °m2~ m <br />C <br /> DESCA1prION ~ w ~ F S ~ ~ <br /> <br />o <br />~ m <br />'z i v, <br />~s c ~~+ <br />' z ~ <br />Zf~ ~ ~, <br />~ <br /> Approx. Surface Elev.: Grade ft. o _ ~ a, m ~ o ~ ~ ~, ti O <br />H ~ ~ <br /> . roeson. <br /> C CH <br /> LEAN TO FAT CLAY WITH SAND <br />i <br /> , s <br />lty, <br />3.0 <br />oQ.e dark brown, gtay brown, moist to wet. <br />s~' S <br />O`e: <br />e~. <br />o: .. <br />O's <br />a~_ <br />~a ~' <br />:.O •. 10 <br />..°Q'e. <br />DQ: <br />p<o. <br />' <br />~ <br />?~a <br />, <br />° <br />o 15 <br />Q. <br />aq, . <br />a.~: <br />n~. <br />qe. SAND WITH GRAVEL, sligtilry silty, more <br />n'O`. and larger gravel with increased depth, 20 <br />o :•. <br />~~°~ <br />~~~' <br />rusty browv, orange, wet, loox to <br /> medium dense. <br />YJ'e <br />e <br />.0 ~. ~ <br />v ~•. <br />a e: <br />0•~ •. <br />e...: <br />o..e. <br />a,~ <br />30 <br />b.e: <br />bp•. <br />.a>. <br />°a: 3a.o <br /> 35.0 CLAYSTONE, silty, moderate plasticity, 35 <br /> gray, slightly moirt. <br /> BOTTOM OF BORING <br />7H8 3'rRATIFICATION t n+oa RP.PRP.4mdr TIffi APPROXIMATE BOUNDARY IJNP3 <br />aP71Vffii 90D_ AND ROQC 7YPPS~ IN3RU, THE TRANSrf10N MAY BE mtADUA1. <br />WATER LEVEL OBSERVATIONS BORING STARTED 5.1¢99 <br />WL $ snaro9 3' a 3!11/99 3. 1 ~ NO COMPLETED <br />~¢~ <br />WL a ~rr icon RIG <br />Mobile B-57 ~~ <br />DJD <br />WL APPROVED ESW 10B p 22995081 <br />