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• <br />i <br />LOG OF TEST BORING NO <br />TB-3 <br />. <br />page 1 of 1 <br />owNEwcI.1ENT ARCxITECr~ENOINEER <br />Rollin Consulting <br />sl'nAiorthtvest corner of Weld County Roads IS and 25 PROIECI <br />Weld County, Colorado Pro sed Gravel Pit <br /> sAM P1.ES rE Srs <br /> <br />~ ~ <br /> _ . <br />s z x <br />~ c ,~ ~ <br />Z w <br />~ <br />~ <br /> <br /> <br />u DESCRIPTION F ~ <br /> <br />z <br />~ S <br /> <br />~ <br />~~ „O <br />, ~. <br />` S <br />~ <br />N <br />~ <br />ce <br />~ <br />~ <br />~ <br />~~ <br />C <br />o Approx. Surface Elev.: Grade ft. e ~ z i <br />. <br />F {tl <br />d m ~ <br />f ~ <br />G ~ ~•~1- <br />~ u u, 3 <br />1R tN 4 <br />l; <br /> . TOPSOII. <br /> <br /> <br /> <br /> i FAN TO FAT I!tY WITH NO, Silty <br /> Sand lenses, with grevel below S', BAY <br /> brown, rust, moist to wet, medium stiff <br /> to very soft. <br /> 10.0 <br /> 10 <br />a o. <br />cd; <br />°a'e: <br />~j <br />o ~: <br />a ~ <br />15 <br />a Q' <br />. <br />O.a <br />OQ. <br />e' : . <br />a o. <br />°.'O: <br />Q~e. <br />SAND WITH GRAVEL, slightly silty, moro <br />20 <br />°'d~ ~ and larger gravel with increasing depth, <br />d '°~ rusty brown, orange, wet, medium <br /> dense <br /> <br />~° . <br /> <br />~a <br />25 SS 25/12 <br />. <br />°a e: <br />oo. <br />,:.,. <br />mo. <br />tld` 30 <br />0 <br /> . 30 <br /> • CLAYSTONE, silty, moderate plasticity, <br /> gray, sligh@y moist. <br /> BOTTOM OF BORING <br />THE srluTanctnort LnaPS aBPxrsPxr nle wPPeoxmu~re sounmwaY [.ours <br />eatwP~ soa. wxn aocx rrrPS: a+sml.ltm rawsmoN trty aE owtoutl.. <br />WATER LEVEL OBSERVATIONS BORINO STARTED $-1499 <br />WL 4 S/1M993' = S/Sl/993' ~~ HORINO COMPLETED $-1499 <br />WL a ~rracon wo Mobile H-57 FOREMAN DJD <br />p,1, pPPROVEp ~W loss 22995081 <br />