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F <br /> DOR EARTH TECHNOLOGIES, INC. PROJECT NO.: 2136K DATE: 11/15/19 <br /> GEOLOGIC LOG <br /> I PROJECT: Brown Sands Geologic Exploration <br /> DOR <br /> EB-6 CLIENT: Brown Sands Inc. <br /> } O <br /> w x cn WELL <br /> w i a_ Ci O j o z a 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> m O v ] DIAGRAM <br /> O N O K <br /> approximately 30.8' and 31.3' <br /> 35 6 Ily[ri.1 SP-SM 35'-36.5' POORLY GRADED SAND WITH Fine Sand <br /> 7 SILT, <br /> iti i i i T, 90% fine sand, 10% fines, <br /> 7 :la:r) <br /> Yp-i ri no odor, no organics, wet; top 6" not recovered <br /> a:flrt <br /> PF1 11.1 <br /> I:f4it <br /> i a;r l'1 <br /> 40 5 SW 40'-41.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 7 <br /> 7 gray, 95% fine to medium sand, <5% fines, no <br /> odor, no organics, wet; top 6" not recovered <br /> 45 6 45'-46.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 9 gray, 95% fine to medium sand, <5% fines, no <br /> s odor, no organics, wet; top 4" not recovered <br /> 50 g 50'-51.5' WELL GRADED SAND, brown/ Medium-Coarse <br /> 7 gray, 95% medium to coarse sand, <5% fines, <br /> 6 no odor, no organics, wet; top 10.5" not <br /> recovered, 1" sandy clay stringer at <br /> approximately 51.P <br /> 55 10 55'-56.5' WELL GRADED SAND, brown/ Fine-Medium <br /> 14 gray, 95% fine to medium sand, <5% fines, no <br /> 15 odor, no organics, wet; top 8.5" not recovered <br /> 60 3 CL 60'-61.5' LEAN CLAY, brown, 10% sand, <br /> 12 90% fines, medium toughness, low to medium <br /> 12 <br /> plasticity, no odor, no organics, moist; sand <br /> strin er at a roximatel 61' <br /> Boring terminated at 61.5' <br /> 65 <br /> 70 <br /> NOTES: <br /> PG . 2 OF 2 <br />