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LOG OF BORING: TO-1 Pa P of 1 <br />OWNER <br />[ SITE <br />ARCHITECTIBNOINBER <br />Colorado Beef <br />PROJECT <br />Lamar Colorado <br />Presh Water Reaervolr <br />SAMPLES <br />TESTS <br />DESCRIPTION <br />o <br />A <br />` <br />A <br />K <br />A !}P roa, Surface Ele 0.0 ft. <br />En <br />.,A„ <br />T S , <br />LEAN CLAY, with sand, brown, I <br />moisture <br />GL <br />1 <br />CA <br />12 <br />17.8 <br />• <br />g <br />SAND, with gravel, brown, moist to <br />saturated <br />12 <br />SW <br />2 <br />CA <br />24 <br />2.7 <br />15 <br />SW <br />3 <br />CAI <br />33 <br />22 <br />SW <br />4 <br />CA <br />_ 28 <br />2.9 <br />25 <br />SW <br />a <br />CA <br />27 <br />3.2 <br />30 <br />SW <br />6 <br />CA <br />36 <br />4.3 <br />SW <br />7 <br />19 <br />14.6 <br />35 <br />40. <br />Afl <br />WEATHERED CLAYS: <br />BRDROCK leas wpeathered with <br />depth, black, low moisture <br />_ <br />CL _ <br />8 <br />CA <br />50/6 <br />19.8 <br />1 42.2 <br />45 <br />-4.2 <br />LL =39 <br />EIrtD OF B O I <br />CL <br />9 <br />CA <br />50/3 <br />t5.4 <br />L2Zj <br />P1 =17 <br />- 200$4.8 <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LIMES Cal ibmed Nand Pencuomm e <br />BETWEEN SOIL AND ROCK TYPES. IN-,%7 U, THB TRANSMON MAYBE ORAOUAL. <br />WATER L EVEL OBSBRVATIONS <br />, <br />" ©"� <br />CONSUVAM. iac. <br />BORING STARTE 3 - - <br />wL <br />2 33.3 Minn <br />3' 34.1 24 lira <br />BORING COMPLETED 349 -09 <br />WL <br />RIO D -90 <br />FOREMAN RR <br />WL <br />APPROVED RR <br />JOB # 1092016 <br />