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LOG OF BORING: TB -9 Page 1 of 1 <br />OWNER <br />ARCHITECT/ENGINEER <br />Colorado Beef <br />SITE <br />PROJECT <br />Lamar Colorado <br />Fresh Water Reservoir <br />SAMPLES <br />I <br />TESTS <br />cy <br />9 <br />ca <br />U <br />DESCRIPTION <br />_ <br />V <br />W <br />o <br />U <br />z <br />a <br />o <br />0 <br />Approx. Surface Elev.: 0.0 ft. <br />A <br />R. <br />�' ' <br />^ ^ ^ <br />TOPSOIL . <br />LEAN CLAY, with sand, brown, low <br />moisture <br />CL <br />1 <br />CA <br />6 <br />14.8 <br />5 <br />10 <br />LL =30 <br />CL <br />2 <br />CAI <br />12 <br />14.8105.4 <br />P1 =16 <br />- 200 =73.7 <br />14.0 -14.0 <br />15 <br />SAND, with silt and gravel, brown, <br />SW <br />3 <br />CA <br />22 <br />9.9 <br />moist to saturated <br />20 <br />SW <br />4 <br />CA <br />14 <br />7.4 <br />25 <br />SW <br />5 <br />CA <br />31 <br />3.8 <br />30= <br />6 <br />CA <br />46 <br />4.5 <br />35.0 -35 .0 <br />35 <br />SW <br />7 <br />CA <br />24 <br />14.4 <br />END OF BORING <br />5 <br />LINES REPRESENT THE APPROXIMATE BOUNDARY LINES Calibrated Hand Penetrometer <br />THE STRATIFICATION <br />BETWEEN SOIL AND ROCK TYPES: IN-SITU, THE TRANSITION MAY BE GRADUAL. <br />1VATER LEVEL OBSERVATIONS <br />+_ <br />EARR1 E TANTS. Mc. <br />CONSULTANTS. ENC. <br />BORING STAR TED 3 - -09 <br />WL <br />33.5 0 lus <br />BORING COMPLETED 3 -19 -09 <br />WL <br />RIG D -90 <br />FOREMAN RR <br />u XVL <br />APPROVED RR <br />JOB # 1092026 <br />