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PROJECT: ROBERTS PROPERTY <br /> Vernalis, California Log of Boring No. SB-17 (cont'd) <br /> SAMPLES - <br /> N rDESCRIPTION <br /> REMARKSH m mm <br /> Emi wZEnQV p NAME( ):coor,mos, yw.,pas. ensy,srucure, <br /> N m cementa0on,react.w/HCI,geo.inter. <br /> 4" <br /> POORLY GRADED GRAVEL with CLAY and SAND(GP-GC): ,- <br /> 0 dark grayish brown (10YR 4/2),wet,70%fine to coarse gravel, <br /> 52 20%fine to coarse sand, 10%low plasticity fines <br /> 53 <br /> r, <br /> 0 <br /> 54 CLAYEY SAND with GRAVEL(SC) dark grayish brown <br /> (10YR 4/2),wet,50%fine to coarse sand,30%fine to coarse .- <br /> 55 -gravel,20%low plasticity fines _ a <br /> c 0 _. <br /> T50%fine sand,30%low plasticity fines,20%fine to coarse <br /> 56- gravel <br /> 0 SILTY SAND with GRAVEL(SM):moist <br /> 57 <br /> T50%fine to coarse sand,35%fine to coarse gravel, 15%low <br /> 58 plasticity fines <br /> 0 <br /> 59 <br /> 60 POORLY GRADED GRAVEL with CLAY and SAND(GP-GC) <br /> 0 dark grayish brown (10YR 4/2),wet,70%fine to coarse gravel, - <br /> 61� 20%fine to coarse sand, 10%low plasticity fines <br /> 62- <br /> 63- POORLY GRADED SAND with CLAY(SP-SC): brown (10YR <br /> 0 4/3),wet,80%fine to coarse sand, 10%fine gravel,10%low - <br /> 64 plasticity fines <br /> 65- <br /> 0 <br /> 0 LEAN CLAY with SAND(CL): dark yellowish brown (10YR <br /> 4/4),moist,80%fines,20%fine sand,medium plasticity,firm - <br /> 67 SANDY LEAN CLAY(CL): dark yellowish brown (10YR 4/4), <br /> 0 moist,65%fines,35%fine sand,low plasticity, hard <br /> 68- <br /> 69 <br /> 8 69 <br /> OAKBOREV(REV.W00) <br /> Geomatrix Consultants Project No.5011.001 Page 4 of 5 !- <br />