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149na GF-MMATRtx <br /> Stockton,CA <br /> Port of Stockton, UST Site No 3 Log of Well No MW3-5 <br /> DESCRIPTION <br /> CL E Ez o o a (� NAME color moisture %by weight, REMARKS <br /> WO!t!_ ink a plasticity,consistency,structure,cementation <br />' O reaction w/HCI,geologic interpretation <br /> 14 �--- -------------------------------------------- <br /> 1 SANDY SILT olive brown(2 5Y 413),moist 70%low plasticity fines, <br /> 30%medium to fine sand <br /> 15 2 0 <br /> 1 4 CL greenish PHC odor <br /> LEAN CLAY dark greesh gray(GLEY1 10GY 411),moist, 100% <br /> 16 6 medium plasticity fines stiff <br /> 1 17- <br /> 18- <br /> 19— <br /> ------------------------------------------------- <br /> SILT <br /> 71819 --- -------------------------------------------- <br /> SILT dark greenish gray(GLEY1 10GY 411), moist, 90%low <br /> plasticity fines 10%fine sand <br /> 20 4 1 ` <br /> 6 <br /> 21- <br /> 12 SM = = no PHC odor <br /> SILTY SAND dark greenish gray(GLEY1 iOGY 411),wet,60%fine <br /> sand 40%non-plasticity fines medium dense <br /> 122- <br /> 23-- <br /> 1 <br /> 223 1 SP-SM <br /> POORLY GRADED SAND with SILT dark greenish gray(GLEY1 <br /> 1 10GY 4/1),wet, 90%medium to fine sand 10%non-plasticity fines, ` <br /> 1 2"of sandy silt layer at 24',very loose sand „ <br /> 24 ' <br /> 2 2 <br /> 1 25 BOH at 24 6 feet <br /> 1 26 <br /> 72829 27- <br /> 28- <br /> 29 <br />' 30-- <br /> 0 <br />' Project No Q06437 000 SHEET 2 OF 2 <br /> 1 <br />