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<br />LOG OF TEST BORING NO <br />12 <br />. <br />Pates ] Df 1 <br />cL.tENr ARCwTECrlENCmFco <br />Hall-irwin Construdioa Company <br />srre wCR~s 11 & 24 PROJECT <br />Longmont, Colorado Longmont P'it Expansion <br /> SAM PLE S TESTS <br />(~ <br />O C! iR Y. ~ ~".w <br /> ~ m ~ y <br />x DESCRIPTION y W > y a m z~a Q~g <br /> x <br />F rn m W O Z <br />,3 y ~ ~ <br />Zx h~ <br /> a U ~ a U FO d >'t:. W <br />Vacv. ~ <br />pd.. <br />C7 Soil description per deptiL oP eXploration A ~ Z ~ ~ nia ~ Ga ]rna ,.:,Iaatlt <br /> 0. 6' OPSO <br /> LEAN CLAY <br />4.0 TaD, light brotvo, gray, moist, soft to <br />~ <br /> medium stiff <br />5 1 SS 12' 7 25 <br /> PQORI.y GRAnED SAND wiL SILT anti <br />_ <br /> GRAVEL <br />Tan, gray, wet, medium dense to dense <br /> 10 NV,NP,11 <br /> 'Greve) size approximarely 1/2' to 1-I/2' in <br /> din. <br /> 'Cobbles ringing in size between 7' to 6' in SP PA <br /> din. IS <br /> 18.0 <br /> 19.0 WEATHERED SQ <br />TSTONEISHAi F 3 SS l2' S0 l7 <br /> . <br />BEDROCK <br /> Tao, gray, moist, moderately hard to bard <br /> BOTTOM OF BORING <br />7HE STRATli*1GTION llPlE4 RPPRESPXI' TtIE APPROXIMATE BOUNDARY IJNPS <br />BEIIVP3N SOa. AND ROCK TYPES: R4SITV. THE TRANSt170N MAY BB ORADUA4 <br />WA7ER LEVEL OBSERVA770NS BORING STARTED ]0-2-97 <br />WL Q Q,O~ W.D. <br />- 2 BORING COt.ff1.ET® 10-2-97 <br />~- 1 ~rracon ~~ ~_$$ ~~ DAR <br />W'L Initial Water Level Readings wPPROVED DAR Joe x 21975088 <br />