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<br /> <br />LOG OF TEST BORING NO <br />TB-5 <br />. <br />page 1 of 1 <br />owNEwculaNT ~ ARCHtr6Cr/ENOBJEER <br />Rollin Consulting <br />sl'I'4lorthwest comer of Weld Cotmty Roads 18 and 25 PRO1E~' <br />Weld Coup ,Colorado Pro sad Gravel Pit <br /> sAnt Pt.ES rP Srs <br /> <br />i. <br />R u <br />H <br />~ a ~ <br />V <br /> <br />U DFSCR~'[fON <br />~ <br />Y F <br />(<~ <br />~ ~ <br />~ { <br />p< <br />~ <br /> y <br />y <br />U ~. 6 ~O ~ YrL <br />` . <br />U~ S e <br />Up <br />~ ~ (i <br />y <br />1 <br />~ Approx. Surface Elev.: Grade ft. a ~ z ~ >i' m ~ ~ <br />~ ~ $ ~ ~ ~ f <br />7 <br /> TOPSOIL <br /> H <br /> iF N <br />AY WITH S <br />il <br />d <br />k <br />e _ <br />,s <br />ty, <br />ar <br />. <br />O , <br />p fl~_ <br />brown, rusty, moist to very moist. <br />O e: <br />.s ~ . <br />5 <br />6 ;. <br />O,.O, , <br />9-0; <br />O-e <br />' <br />AQ <br />.. <br />^Q •e 10 <br />"'p': <br />pse. <br />•a.a <br />Q <br />B;O <br />QA: <br />LAND IVITH GRAVEL <br />more and lar <br />er <br />1$ <br /> , <br />g <br />-Q.o: gravel with increasing depth, rusty <br />a O -~ brown, orange, wet, medium dense to <br />.0~° <br />o~a._: deose. <br />°'R 4. ZO <br />ti.d <br />:n'Y <br />k~ <br />e~ Q <br />b'~~. ~ SS 39/l2 <br /> <br />o ~: <br />a ~.: <br />27.0 <br /> <br /> 0 CLAYSTONE, silty, moderate plasticity, <br />30 <br /> . <br />i <br />t t <br />li <br />hl <br />i <br />d <br />h 30 <br /> ry mo <br />s <br />o mo <br />gray, s <br />g <br />st, <br />ar <br />. <br /> BOTTOM OF BO G <br />T1Dl 877tATIFICATIlN1 LIIlPS RPPRESPM TIIS APPROXBdAlE BOUNDARY L.BiPS <br />BEIWEPN aOli. AND ROIX TYPPb: 1NS[ItI, TltFt TRANSiIiON MAY BB GRADUAL. <br />WATER LEVEL OBSFRVATIONS BORING STARTED 5-20-99 <br />WL 4 31201993' ~ S21/992' l~ RINGCOMPLEI'F.D <br />a99 <br />wL, a ~rr~con ~ <br />Mobile B-57 >ro <br />DJD <br />~yL APPROVED ESW 106# 22995081 <br />