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PROJECT: ROBERTS PROPERTY ' <br /> Vernalis, California Log of Boring No. SS-18 (cont'd) <br /> SAMPLES <br /> w o O u' g <br /> m - NAME(USCS):color,mo stS,%byTv/t.Nplast.density,structure,, REMARKS e <br /> o v in Z in a cementation,read.w1HCI,geo.inter. r- <br /> r: <br /> POORLY GRADED SAND with SILT(SP-SM):cont'd <br /> p <br /> 52- <br /> T 50%fine to coarse sand,40%fine to coarse gravel,10% <br /> nonplastic fines - <br /> 53 — <br /> 0 _ <br /> 54- <br /> ! ILTY SAND with GRAVEL(SM) dark grayish brown (10YR <br /> 4/2),wet,50%fine to coarse sand,25%fine to coarse gravel, - <br /> 55 25%low plasticity fines r <br /> o _ <br /> 0 <br /> 56 m <br /> y - - <br /> 0 <br /> 57- <br /> r <br /> 58 _ <br /> 59 <br /> Y- <br /> 6D ---------------- ------___--_ - (' <br /> POORLY GRADED GRAVEL(GP):dark gray(10YR 4/1),wet, <br /> 0 90%fine to coarse gravel,weak red(1 OR 4/3)and dark bluish - <br /> 61 gray(5PB 4/1), 10%coarse sand <br /> 62- <br /> 0 <br /> 63- <br /> 64- <br /> 0 <br /> 3 640 _ <br /> 65- <br /> 66- <br /> 67- <br /> 5 6667 0 ---- ----------------------- - <br /> LEAN CLAY with SAND(CL): dark yellowish brown (10YR <br /> 0 4/4),moist,80%fines,20%fine sand,medium plasticity,firm - <br /> 68 R _ <br /> 0 LEAN CLAY(CL):reddish brown(5YR 4/4), hard <br /> m - <br /> 69 <br /> OMBOUV(REV.0/00) <br /> Geomatrix Consultants Project No.5011.001 Page 4 of 5 <br />