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GEOMATRIX <br /> Stockton,CA <br /> Port of Stockton,UST Site No 3 Log Of Boring NO. 83-�4 <br /> DESCRIPTION <br /> aE o 0 o j Q NAME color, moisture, %by weight, REMARKS <br /> 9 cc E CA o a plasticity,consistency,structure cementation, <br /> LU <br /> to U) �. = reaction w/HCI,geologic interpretation ' <br /> 17 <br /> Clay continues,wet from 17 to 19 feet <br /> 18- <br /> 19 188 ' <br /> 20 309 PHC odor <br /> 21- <br /> 22 <br /> 1 22 ML o strong PHC odor , <br /> SILT dark greenish gray(GLEY1 10GY 311),moist, 100%fines, low <br /> plasticity,wet from 23 to 23 5 feet <br /> 23- <br /> 24— , <br /> 122 <br /> 25 'dark greenish gray(GLEY1 10GY 3!1),moist, 100%fines,low to medium <br /> plasticity,wet from 26 feet <br /> 26 6 µW - slight PHC odor <br /> 27- <br /> 28 ' <br /> --29— _ _ <br /> T SM SILTY SAND dark greenish gray(GLEY1 10GY 3/1),wet,60%fine sand, slight PHC odor- - <br /> - 400X.low plasticity fines <br /> 31 SP-SM <br /> POORLY GRADED SAND with SILT dark greenish gray(GLEY1 10GY 3!1), <br /> wet,90%medium to fine sand, 10%low plasticity fines ' <br /> 32 3 slight PWC odor <br /> 33- <br /> 34— <br /> ML <br /> 334ML SILT dark greenish gray(GLEY1 10GY 311),wet,90%fines, 10%fine sand, ' <br /> 35 low plasticity slight PHC odor <br /> 36- <br /> 37— <br /> 6 37 0 SM no PHC odor <br /> SILTY SAND dark greenish gray(GLEY1 10GY 311),wet,60%fine sand, ' <br /> 40%low plasticity fines <br /> 38 <br /> Project No 006437000 SHEET 2 OF 3 <br /> 1 <br />