Laserfiche WebLink
CONDOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/14/19 <br /> GEOLOGIC LOG <br /> PROJECT: Brown Sands Geologic Exploration <br /> CONDOR EB-5 CLIENT: Brown Sands, Inc. <br /> > U <br /> w U) W WELL <br /> J H w <br /> w LL 0. ZO O o z a p N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> o N m 0 w " x D DIAGRAM <br /> f <br /> 35 q ?,iin t SP-SM 35'-36.5' POORLY GRADED SAND WITH Fine Sand <br /> 6 <br /> g SILT, brown, 90% fine sand, 10% fines, no <br /> V.'Ixai I <br /> i odor, no organics, wet; top 6" not recovered <br /> :r.in <br /> Ih 41 1 <br /> J:c t l 1 <br /> d fiil <br /> 40 5 SW 40'-4L5' WELL GRADED SAND WITH Fine-Medium <br /> 7 SILT, brown/gray, 95% fine to medium sand, <br /> <5% fines, no odor, no organics, wet; top 6" <br /> not recovered <br /> 45 7 45'-46.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 8 gray, 85% fine to medium sand, <10% gravel, <br /> 8 <5% fines, no odor, no organics, wet; top 8" <br /> not recovered <br /> 50 9 50'-51.5' WELL GRADED SAND WITH Very Coarse <br /> 72 GRAVEL, brown/gray, 80% medium to coarse w/Gravel <br /> 14 sand, 20% gravel, no odor, no organics, wet; <br /> top 6" not recovered <br /> 55 7 55'-56.5' WELL GRADED SAND WITH Very Coarse <br /> 7 CLV56-563gradual <br /> RAVEL, brown/gray, 80% medium to coarse w/Gravel <br /> ............ <br /> 5 nd, 20% gravel, no odor, no organics, wet; <br /> 6" not recovered 55.9' clay strip er 2" <br /> transition <br /> Boring terminated at 56.5' <br /> 60 <br /> 65 <br /> 70 <br /> NOTES: <br /> PG . 2 OF 2 <br />