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<br />~~ <br />LOG OF TEST BORING NO. 7 Page 1 of 1 <br />CLIENT <br />Ball-Irwin Construction ComP~Y ARCInTEC1YFNGINEER <br />SITE WCR'S 11 8t 24 <br />Longmont, Colorado PROtECT <br />Longmont Pit Expansion <br /> SAM PLE S TESTS <br />,~, <br /> <br /> <br /> <br /> <br />~ <br /> <br /> <br /> <br />ESCRIP'ITON <br /> <br /> <br />Soil description per depth of exploration <br /> <br /> <br />~ <br /> <br /> <br />G m <br /> <br /> <br />H <br /> <br />~., <br />U <br />a <br /> <br /> <br />~ <br /> <br />m <br /> <br />~ <br /> <br /> <br />w <br /> <br /> <br />a <br />~ <br />~' <br /> <br /> <br />~ <br />O <br />U <br />a <br />F <br /> <br />~ <br />;,~ <br />z3 <br />1..0 <br />ym ~ <br /> <br /> <br />~ <br />~ <br />~ <br /> <br />~ } <br />rn <br /> <br /> <br />w <br />A <br />~"'w <br />GaU. wvt <br />ZS <br /> <br />ti. <br />zCF7a <br />oWx <br />Upeu, <br />Erna ~w <br /> <br />Q <br />~~g <br />"'I r <br />'H~ <br />,,, <br />~ytR <br /> 0. 6' OPSO <br />SANDY SILT <br />Brown, gray, moist, soft m medium stiff <br /> S.5 Q 5 ML 1 SS l2' 16 15 <br /> <br /> i. G A ED S wi h CR T_ nd <br />GRAVEL <br />Tan, gray, wet, medium dense to dense <br /> 10 <br /> 'Gravel size approximately 1!2' m 1-1/2' in 15 SW 3 SS l2' 71 1 <br /> din. <br />'Cobbles ranging is size between 3' to 6' in <br /> din. Z~ NV,NP,10 <br /> 25 5 SS 12- 21 24 <br /> <br /> 'Interbedded CLAYEY SAND lease (1/2' to <br />1' thicltaesc) 30 6 SS 12' 16 17 <br /> 35 7 SS t2• 3t <br /> 37.0 <br /> 38 <br />0 <br /> . <br />WEATHERED SILTSTONE/SFLAI F <br /> BEDROCIS <br />Tan, gray, moist, moderately hard to hard <br /> BOTTOM OF BORING <br />T'FRi STRATSPIGTION I.BiP9 RP3RE4PM TER: APPROXIMATE BOUNDARY IJNPS <br />Be71VppIi SOR. AND ROIX TYP24: BI-SIITI. TFRi TRANSrrION MAY BB GRADUAL <br />WATER LEVEL OBSFRYATTONS BORING STARTED ¢2¢J7 <br />WL $ $,$~ W.D. ~ <br />- BORING COMPLETED ¢2¢y'J <br />~- ~rracon wG ~_$$ ~~ DAR <br />wL Initial Water Level Readings APPROVED pAR Io6 x 21975088 <br />