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<br />LOG OF TEST BORING NO <br />15 <br />. <br />page 1 of 1 <br />clgxr ARCaIrrECr/taNCDVEEft , <br />Hall-Irwin Construction Company <br />Srl'E WCR'S 11 & 24 PROJECT <br />Longmont. Colorado Longmont Pit Expandtion <br /> SAM PLE S TESTS <br /> m ~ ~ Wrn Sul <br /> <br />v <br />' <br />' <br />~ <br />a ~ <br />~ F <br />~ <br />~a <br />Z <br />p", <br />F> ~G <br />~IZ$ <br /> <br />; DESCRIP <br />T <br />ION <br />x ~ <br />., <br />y m <br />m > zN x <br />F ~ <br />c , <br />z0. <br />x a N <br />t=~ <br />, U ~ a U ~ O y >-p. W <br />Vac; sh^ <br />v Soil description per deptL of ettploration D .7 z ~ arc ~m ~ Oa ~'na ~atR <br /> 0 6' O O <br /> T FeN f 1_sY CL <br /> J•5 TaD, light brawn, gray. moist, soft to <br /> <br /> medium stiff GP 1 SS l2' L6 8 NV,NP,B <br /> POOR<Y GR_AI~ED GRAVEL wiL SILT S <br /> 8.0 Taa <br />g~tay~ <br />medium dense to dense <br /> , <br />, <br /> eve) <br />e a <br />'G <br />i <br />i <br />t <br />l <br />J/4' t <br />2' i <br /> pprox <br />r <br />s <br />z <br />ma <br />y <br />o <br />e <br />n ~ ~ 8 <br /> dia. 10 <br /> POORLY GRADED SAND with SILT and <br /> GRAVEL <br />Taa, gray, rust, wet, medium dense to dense <br />PA <br /> 'Cobbles ranging in sim between 3' to 6' in 15 <br /> dia. <br /> 19.5 <br /> .A FD S TSTO / AI F <br />BEDROCK 2O <br /> Tan, gray, moist, moderately hard m hard <br /> BOTTOM OF BORING <br />Tf~ STRA7'tPIG770N 1aT29 REPRPSPNr TIOt APPROXIMATE 1tOlINDARY IJNPS <br />BEIIVPFN SOLL AND ROQC TYPE4: QiSITU, TIC TRANSrr10N MAY BE QRADUAL. <br />WATER LEVF1, OESF.RVATIONS aORDiG STARTED ja],-9'J <br />VVI. 4 4.0' W.D. = BORING COMPI.EI'ED 1Q2-97 <br />~- 1 ~rr~con ~C' CME=$$ FOREMAN j)Ag <br />p'I- Initial Water Level Readings APPROVED ppjl foE x 21975088 <br />