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LOG OF BORING: TB -12 Pag 1 of 1 <br />[O)N� <br />ARCHITECTIENGINEER <br />Colorado Beef <br />PROTECT <br />Lamar, Colorado <br />Fresh <br />Water <br />Reservoir <br />o <br />SAMPLES <br />TESTS <br />o <br />0 <br />� <br />U <br />5� <br />DESCRIPTION <br />w <br />z 3 <br />0 <br />0 <br />0 <br />b <br />oa <br />v w <br />6.4 <br />0 <br />Approx. Surface Elev.: 0.0 ft. <br />CLAY wit h sand, bture <br />U <br />o <br />WM <br />^ <br />5 <br />CL <br />l <br />SS <br />4 <br />. -8.5 <br />10 <br />SAND, with gravel, moist to saturated <br />SW <br />2 <br />32 <br />4.7 <br />I5 <br />SW <br />3 <br />SS <br />30 <br />2.9 <br />20 <br />SW <br />4 <br />SS <br />28 <br />2.8 <br />25 <br />SW <br />5 <br />SS <br />36 <br />4.9 <br />30 <br />SW <br />6 <br />SS <br />34 <br />3.9 <br />-35.0 <br />zs <br />SW <br />7 <br />SS <br />14 <br />18.5 <br />o THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES <br />�? BE'[WEEN SOIL AND ROCK TYPES: IN -SITU, THE TRANSITION MAY BE GRADUAL. <br />WATER LEVEL OBSERVATIONS <br />wI. 7- 31 o hrs 3 <br />1'1' L <br />EAFTM ENOINEERINO <br />w %VL CONSULTANTS, INC. <br />J <br />Calibrated Hand Penetrometer* <br />BOR STARTED 3 -19 -09 <br />BORI COMPLETED 3 -19 -09 <br />RIG D -90 FOREMAN RR <br />APPROVED RR JOB # 1092026 <br />