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<br /> <br />LOG OF TEST BORING NO <br />6 <br />. <br />rage ~ of ~ <br />CLIENT ARC1aTECriPalcwEER <br />Hsll-irwin Construction Company <br />SITE WCR's 11 & 24 PROJECT <br />Longmont, Colorado Longmont Pit Expansion <br /> SAM PLE S TESTS <br />c~ <br />O <br />.. ..1 <br />O tR >, <br />F A ~w <br /> <br />u <br />' <br />' <br />'~ <br />` ~ <br />~ <br />~ ~ <br />j r, w.n <br />I' <br />r <br />a <br />'~~g <br /> DESCRIP <br />[ <br />fON ~ ~ y w 't <br />7 <br /> <br />C7 Soil description per depth of exploration A a Z ~ o~ r°rim ~ Gw a.na ,:lase <br /> 0. 6' OPSO 34,17,73 <br /> LEAN CLAY with SAND <br />HrowB, gray, moist, soft to medium stiff <br /> 4.5 <br /> 2 SS 12' 30 7 V <br />0 <br /> 5 ,NP,1 <br />N <br /> i a D A w;hS T ~d <br /> SANS <br /> ;~ Tan, gray, wet, medium deBSe to dense <br /> 10 <br /> <br /> <br /> 'Gravel size approximately 1/2' W I-I!2' in !S 4 SS 12' 30 12 NV,NP,7 <br /> din. <br /> 'Cobbles raugiog is siu between 3' to 6' in <br /> s din. 20 <br /> <br /> 24.0 <br /> POOR) Y GRADED SAND with SILT and ~ SP 6 SS l2' 28 11 NV,NP,11 <br /> GRAVEL <br /> TaB, gray, rust, wet, medium deose m detue <br /> <br /> 30 <br /> 35.0 35 <br /> <br /> • WEATHERED SQ.TSTONElSHALE <br />BEDROCK <br />Tan, gray, moist, moderately hard to hard <br /> BOTTOM OF BORING <br />TFm STRATBIGTION lltlle9 RPPRH9@fi' TF~ APPROXBMA7E BOUNDARY DIPS <br />BErwP.Pf7 SOQ. AND ROCI[ TYPC4: @1SrTU. TF@ TRANSITION MAY BE OAADUAL <br />WATER LEVEL OBSERVATIONS BORING STARTED 9-2tr97 <br />WL 4 $.U' W.D. <br />- = <br />- BORING COMPLETED ¢],~g7 <br />~- 1 ~rr~con >~G CME=$$ FOREMAN DAR <br />W'L Initial Water Level Readings APPROVED pqR log w 2197$088 <br />