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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 /> coNooR E13-11 CLIENT: Brown Sands, Inc. <br /> Y O <br /> x w x O N WELL <br /> wLL a. Z O z a z n. 0 N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> o m m 0 W " DIAGRAM <br /> r <br /> approximately 31' <br /> 35 3 SW 35'-36.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 5 <br /> 8 gray, 95% fine to medium sand, gravel, <5% <br /> fines, no odor, no organics, wet <br /> 40 6 40'-41.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 8 m m gray, 95% fine to ediu sand, gravel, <5% <br /> fines, no odor, no organics, wet; top 6" not <br /> recovered <br /> 45 6 45'-46.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 5 gray, 90% medium to coarse sand, 5% gravel, <br /> 6 <5% fines, no odor, no organics, wet; 45'-46' <br /> not recovered <br /> 50 6 50'-51.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 11 gray, 90% fine to medium sand, 5% gravel, <br /> 12 <5% fines, no odor, organics, wet; 50'-51' not <br /> recovered <br /> 55 7 55'-55.5' WELL GRADED SAND, gray, 95% Medium-Coarse <br /> 12 CL fine to medium sand, <5% fines, no odor, no <br /> 15 or anics, wet <br /> 55.5'-56.5' LEAN CLAY, gray, 10% sand, <br /> 90% fines, low toughness, medium plasticity, <br /> no odor no of anics wet <br /> 60 Boring terminated at 56.5' <br /> 65 <br /> 70 <br /> NOTES. <br /> PG . 2 OF 2 <br />