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<br />LOG OF TEST BORING NO <br />17 <br />. <br />page 1 of I <br />CL~CfP ARCHI7ECIYFS9GQiEER <br />Hall-Irwin Coastructioo Company <br />s~ wcR~B Il 8c 2a PROIECf <br />Longmont, Colorado Lo oat Ytt Ezparuion <br /> SAM PLE S TESTS <br /> 4 ~ ~' G <br />wy ~u] <br />U ' ~ m <br />~ °L w ~ <br />~ ~ Z ~ES-> "~~'~~$ <br />x DESCRIP <br />CION H w > z~ o w <br />° zoo <br />z c N <br />o, <br /> <br />v ~ H <br />U m <br />~ w <br />0. o <br />U 3 <br />E-.O ~ <br />~"'W o~ <br />yz <br />U~tr. <br />Z ya <br />7 <br /> Soil description per depth of enploration o a Z ~ a~ v°'im ~ Da ,7 <br />ya, ~~ <br /> 0. 6 OPSO <br /> 2.5 LEAN CLAY with SAND CL <br /> Brown, moist, medium stiff <br /> SANDY SILT <br />~ <br />5 MI. 1 SS 12' 3 30 <br /> 6.0 Brown, gray, moist to wet, soft to medium <br /> stiff <br /> POORLY GRADED SAND with SQ.T and <br /> Tan, g~w t, medium dense to dense 10 <br /> 'Cobbles ranging is size between 3' Co 6' in <br /> die. <br /> 15 <br /> PA <br /> 21.0 20 <br /> ~'0 WEATHERED SANDSTONElSII <br />TSTONE 3 SS 12' S0 16 <br /> . <br />BEDROCK <br />Tao, gray, moist, moderately hard to hard <br /> BOTTOM OF BORING <br />TF~ STRA7'[PIGTION I1NF'8 RPPRPSFM THE APPROXUdA7E BOUNDARY IJNP9 <br />BEIWPF1130B. AND ROCK TYPES: BVSITU. TftE 7RANSrRON MAY Be GRADUAL <br />WATER LEVEL OBSERVATIONS BORING STARTED Iaj,-9'J <br />t+n. ~ 5.0' w.D. = BoRnac con~LETED 10-2-97 <br />wt" ~~rr~con we CME=55 FOR>~AN DAR <br />W'L Initial Water Levu Readings APPROVED pAR IoB a 21975088 <br />