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<br /> <br />A LOG OF BO RING NO. 1 <br /> CLIENT <br />ARCHITECT /ENGINEER Pa e 2 of 2 <br />`~-= ~ Dou and Darwin Derr <br />' SITE N/E Corner of Baisam Avenue 8.8th Street PROJECT <br /> Greele ,Colorado Derr Gravel Pit <br /> SAMPLES TESTS <br /> <br />-~ DESCRIPTION O <br />m .to <br />~ <br />~ ` <br />o ~ <br /> ~ ~ > z tr z z z t~ <br /> o ~ <br />' <br />~ <br />~ <br />~ kz } i~ <br /> <br />SANDY LEAN CLAY z . <br />~ ~ ~ 3v o X. ~m <br /> Tan, gray, moist to wet, stiff to very stiff <br /> 5t3 ~ 5 sg <br /> SILTY SAND wfth GRAVEL <br /> Tan, brown, moist to wet, loose to medium <br /> dense <br /> so <br /> .. <br /> <br />`. <br />. . <br />~ ss <br /> WEATHERED SILTSTONElG av. TON <br />~~ Gray, moist, moderately hard <br />~ <br />~ a55~.5 <br /> SILTSTONE/CLA TONE <br />' <br />` Gray, moist, hard to very hard <br />~ <br /> 45 .5 <br /> <br />BOTTOM OF BORING ~ <br />i~ <br /> t <br /> <br /> <br /> <br /> <br /> <br />u <br />N The s <br />betw tratiflcatfon Anes represent the approximate boundary Unea <br />e <br />n <br />il <br />d <br /> <br />N e <br />so <br />an <br />rode types: in-situ, the transition may ne produai. <br />• WA TER LEVEL OBSERVATIONS, ft <br />BORING STARTED _ 11-5-01 <br />`~ I ~ ~- ~ 4 WD ~ 3.8- AB BORING COMPLETED 11-5-01 <br />~~ ~C~I' RIG CME-75 FOREMAN ARS <br />WL Water Checked 24 Hrs. AB APPROVED DAR JOB # 20015242 <br />