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Dave(s) <br />03/12/04 <br />� <br />LCB <br />c1ecked <br />By <br />RCM <br />�traao <br />Holt Drilling <br />Method <br />Hollow -stem Auger <br />ling <br />SPT <br />nMetthhodss <br />AugW <br />4" ID <br />Hammer <br />140 (lb) hammer/ 30 (in) drop <br />DrJng <br />Mobile B-59 Truck Mount <br />Data <br />Data <br />Equipment <br />Total <br />21 <br />Surface <br />115 <br />Groumlwata <br />None observed <br />Depth (it) <br />Elevauon (It) <br />Level (ft bps) <br />Datunv <br />Lorabon: <br />South-central Area <br />li system <br />SAMPLES <br />`o <br />o <br />; <br />MATERIAL DESCRIPTION <br />ae <br />OTHER TESTS <br />6 s <br />o <br />J <br />AND NOTES <br />> d d <br />n <br />U <br />; <br />v <br />¢ <br />a$ <br />'s <br />Dell <br />W O� <br />°' <br />w <br />g <br />n <br />no. <br />o'E <br />m� <br />rm <br />= z3c> <br />03 <br />-1 L 0 <br />o <br />At- <br />2 to 3 inches of a halt concmte - f <br />Gp <br />tlo 6 inches of base course <br />I <br />s5t <br />Gray -brown silt' fine sand with occasional &7avel (very <br />10 5 <br />2 1 181 xh 1 11 1 11 1 1 9 <br />3 1 111 50!5" <br />1;St Gray -brown silty fine to medium sand with occasional <br />15-1-1 4 5 5,, , 5bltavcl (very dense, nwisl) <br />15-' 4 5 S.�i.S" 10 <br />12I 50 6 I III I [ Slight plasticity with a 2-inch intcrbal of moat to wet <br />fine to nhpimm sand with silt <br />Note: See Figure A-2 for csplanauon of symbok <br />LOG OF BORING B-4 <br />Project: Proposed Art and Science Building <br />G EO ENGINEERS / Project Location: Everett Community College j <br />Figure: A-6 <br />Project Number: 5836-002-00 Sheet 1 of 1 <br />