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�O',� Log of Bor g: B-3 — Sheet 1 of 2 <br /> Iv, kr Project Name: RMC Lonestar Kerlinger Plant Subsurface Investigation <br /> AINVest Project Number: 9331 1 .23 <br /> Auwest Environmental, Inc. Drilling Date: February 9, 1994 <br /> Drilling Contractor: Becker Drills Company Sampler: Center Recovery Double-Wall Drill Pipe <br /> Drill Rig: Becker Hammer Drill Hammer: Link-Belt Double-Action Diesel Hammer <br /> Auger: n/a Logged By: Long Ching <br /> Depth <br /> Blow OVM Sample in Well USCS Soil Description <br /> Count Reading Interval Feet Profile Code <br /> 00 - —— —————————————————— ———- <br /> - Gray brown, silty sandy GRAVEL, well graded, fine to coarse <br /> 01 - grains, slightly damp, none plastic. <br /> - GW <br /> 02 - <br /> 03 - <br /> - —— ——————————————————————— <br /> 04 - Dark brown, silty SAND, with fine gravel, very low to none <br /> - plastic, damp, grades clayey with depth <br /> .– 0 05 - <br /> 06 - SM <br /> 07 - <br /> 08 - <br /> 09 - _ <br /> Brown, silty clayey SAND, fine to medium grains, with fine <br /> 0 <br /> 10 gravels, very low to none plastic, damp <br /> SC <br /> 11 - <br /> 12 <br /> 13 - Brown, sandy SILT, with fine gravels, stiff, very low to none <br /> - ML plastic, slightly damp <br /> _ 14 - <br /> ——— —————————————————————— <br /> 0 15 _ Brown to dark brown, silty sandy CLAY, with fine gravels, <br /> - <br /> CL low plasticity, damp <br /> 16 <br /> 17 - <br /> —— —————————————————————— <br /> 18 - Gray to light brown, silty sandy GRAVEL, very low to none <br /> - plastic, damp <br /> 19 - GW <br /> 20 - <br /> Boring log continues on next page. <br />