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Barr Engineering Company <br />4700 West 77th Street LOG OF BORING SB-06-06 <br />BARR Minneapolis, MN 55435-4803 <br />~ Sheet 3 of 4 <br />Project: Monument Dam Location: Paonia, CO client: Mountain Coal Company <br /> Barr Project Number: 06/26-067 ~ STANDARD PENETRATION NATURAL DRY <br /> m TEST DATA DENSITY <br />w ~ o ~ ~ o N in blows/ft OO (pcf) yY <br /> MATERIAL DESCRIPTION ~ a > o to 20 so ao tos tts its <br />o r <br />~ <br />Z ~ <br />~ (ASTM D2488) a <br />` ~' <br /> <br />m s' <br /> <br />~ ~ ~ ~ <br /> <br />~ SHEAR STRENGTH, ksf Water Content, <br />LJJ ~ ~ ~ a) QP X UC ~ TV 31f WP WN WL <br /> f6 <br />N VS ~ VSR O <br /> 60 1 2 3 4 20 40 60 <br /> fine-grained gravel, gray/oxidation, saturated 3. SILTY 60.0 <br /> SAND (SM), trace clay, sand fine- to medium-grained 9 9 <br /> II ra /tan/oxidation saturated <br /> LEAN CLAY (CL), trace fine- to coarse-grained sand, trace ~ <br />~ <br /> fine- to medium-grained gravel (shale and sandstone), ~ <br /> gray/brown/oxidation, saturated, stiff; silty fine- to 20 <br /> medium-grained sand, with clay, gray with some oxidation 20 <br /> from 61.3-61.5', trace to with fine- to coarse-grained gravel I <br />72 <br />5 from 62.5-64.5' 7285.0 <br />8 65 LEAN CLAY (CL), trace fine- to medium-grained gravel 65.0 <br />j <br /> (shale and sandstone), gray/oxidation, moist, very stiff; black 17 ~ 7 <br /> with organic odor from 66.1-66.3' (coal?); fine- to 1 <br /> coarse-grained gravel from 70.5-72.0' ~ <br /> <br /> <br /> t <br />7280 70 <br /> 26 <br /> 1 <br />I <br /> 1 <br /> I <br /> 7275.0 <br />7275 7.5 <br /> LEAN CLAY (CL), trace fine- to coarse-grained sand, trace 75.0 <br /> to with fine- to coarse-grained gravel (shale and sandstone), 1 g o 8 <br /> gray/browNtan/oxidation, saturated, very stiff ~ <br /> <br /> <br /> <br /> <br /> <br /> <br />7270 80 <br /> 61 » 61 <br /> <br />7265 85 <br /> 100 » 100 <br /> <br />7260 90 Continued Next Pa e <br />Completion Depth: 97.0 Remarks: <br />Date Boring Started: 7/10/06 <br />Date Borin <br />leted: 7/11/06 <br />Com <br />g <br />p <br />Logged By: JDG SAMPLE TYPES WATER LEVELS <br />Drilling Contractor: DA Smith <br />illi <br />M <br />S <br />m Auger Cutting ,Shelby Tube SZ While Drilling: 17.3 <br />- <br />Dr <br />ng <br />ethod: H <br />A End of Drilling: <br /> ® Split Spoon ~ Rock Core <br /> hrs After Drilling: <br />The stratification lines represent approximate boundaries. The transition may be gradual. <br />