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<br />LOG OF TEST BORING NO <br />7 0 <br />. <br />~ 1 of 1 <br />CLIENT ARCtmECrrta+cwF.Ert <br />I3aU-Irwin Construction Company <br />srrE WCR's 11 & 24 PROIELT <br />Longmont, Colorado Longmont P'it ion <br /> SAM PLE S TESTS <br /> .~ <br />U ' ~ r x ~ ~ u <br />~ <br />~ "t~S <br /> DESCRIPT <br />[ON y <br />y x w - <br />a <br />- <br />Z2 F <br /> a U ~ <br /> <br />7 i U O <br /> <br />F y <br /> <br />t7 ~u- U <br />u, <br />Z ~v <br />ia <br />~:. <br />c7 Soil description per depth of exploration W <br />^ rn <br />a . <br />Z ~ W <br />a ...1 <br />6 <br />vtm ~ atJ <br />^a. l..,rn <br />aura a`a.>~ <br /> 0. 6' TOPSO <br /> LEAN CLAY <br />Tan, Gght brown, gray, moist, soft m <br /> ~ <br /> medium stiff <br />5 CL 1 SS l2' 6 26 43,22,91 <br /> s.a <br /> POORLY GRA ICED SAND with SILT and <br />SzB8~1. <br /> Tau, gray, wet, medium dense to dense <br /> 10 <br /> 'Gravel size approximately 1/2' to 1-1/2' in <br />15 <br /> dia. SP PA <br /> 20 <br /> 'Cobbles ranging in size between 3' to 6' in <br /> dia. <br /> 2$ <br /> 30 <br /> 35 <br /> 37.5 <br /> I F <br /> WEATHERED SILTSTONElSFLA <br />BEDROCK <br /> Tan, gray, moist, moderately hard to hard <br /> BOTTOM OF BORING <br />rsm sraw-IwtcwnoN In+rv ReeResarr rtm wrrROxnure Botnvowxr ~rcv <br />eenvp~t son, wrm Rota trees: uvstnf, rtm rnwNSmoN xur Be aRwnuwL <br />WATER LEVEL OBSERVATIONS BORING STARTED 10-2-~ <br />~ g 4.0' w.D. 3 ' NGCOMPLfiTEn <br />~2.9, <br />t ~rr~con <br />11 R!G <br />CME=iS >:OR <br />DAR <br />wL Initial Water Level RendinQS ~PRO"ED DAR IGS N 21975085 <br />