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CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/19/19 <br /> GEOLOGIC LOG <br /> PROJECT: Brown Sands Geologic Exploration <br /> CONDOR EB-9 CLIENT: Brown Sands, Inc. <br /> } U <br /> w N WELL <br /> J F W <br /> x <br /> a a 0 O Z z a 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> o v << Z m 0 U Q J D DIAGRAM <br /> (n U WW (D <br /> mottled clay, clayey sand stringer (2") at <br /> approximately 31' <br /> 35 6 35'-36.5' LEAN CLAY WITH SAND, brown, <br /> 2 15% fine sand, 85% fines, low toughness, low <br /> 5 plasticity, no odor, no organics, wet; top 4" of <br /> sample not recovered <br /> 40 6 SW 40'-41.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 10 <br /> 10 gray, 95% fine to medium sand, <5% fines, no <br /> odor, no organics, wet; top 4" not recovered <br /> 45 6 45'-46.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 14 gray, 95% fine to medium sand, <5% fines, no <br /> odor, no organics, wet; top 6" not recovered <br /> 50 6 50'-5 L5' WELL GRADED SAND, brown/ Fine-Medium <br /> 9 gray, 95% fine to medium sand, <5% fines, no <br /> 9 odor, no organics, wet; top 6" not recovered <br /> 55 9 CH 55'-56.5' FAT CLAY, gray, 10% sand, 90% <br /> 13 fines <br /> 13 , high toughness, high plasticity, no odor, <br /> no or anics dr <br /> Boring terminated at 56.5' <br /> 60 <br /> 65 <br /> 70 <br /> NOTES: <br /> PG . 2 OF 2 <br />