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CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/20/19 <br /> GEOLOGIC LOG <br /> PROJECT: Brown Sands Geologic Exploration <br /> CONDOR' <br /> EB-4 CLIENT: Brown Sands Inc. <br /> Y <br /> _ .` w � w = 0 N WELL <br /> wLL Z O o z a p N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> D < m 0 W " 40. DIAGRAM <br /> K <br /> decreasing with depth <br /> 35 push 35'-36.5' LEAN CLAY, brown, <5% sand, <br /> 2 95% fines, low to medium toughness, medium <br /> plasticity, no odor, no organics, wet; lean clay <br /> with sand stringer (3") at approximately 36' <br /> ao 5 Sp 40'-41.5' POORLY GRADED SAND, brown, Fine Sand <br /> 6 90% fine sand, 10% fines, no odor, no <br /> organics, wet; top 8" not recovered, well <br /> graded sand transitions to clayey sand <br /> 45 a 45'-46.5' POORLY GRADED SAND, brown, Fine Sand <br /> a90% fine sand, 10% fines, no odor, no <br /> organics, wet; clayey sand transitions to well <br /> graded sand, top 5" not recovered <br /> 50 s SW 50'-5 L5' WELL GRADED SAND, brown, Fine-Medium <br /> a 95% fine to medium sand, <5% fines, no odor, <br /> no organics, wet; top 6" not recovered <br /> 55 t2 55'-56.5' WELL GRADED SAND, brown/ Coarse Sand <br /> t gray, 85% medium to coarse sand, 10% gravel W/Gravel <br /> is6 <5% fines, no odor, no organics, wet; top 6" <br /> not recovered <br /> 60 2 CL 60'-61' LEAN CLAY WITH SAND, brown, <br /> e20% fine sand, 80% fines, no odor, no <br /> organics, wet <br /> 61'-61.5' LEAN CLAY, brown, <5% sand, <br /> 95% fines no odor, organics, moist <br /> Boring terminated at 61.5' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG . 2 OF 2 <br />