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z <br /> PROJECT: ROBERTS PROPERTY <br /> } . Vernalis, California Log of Boring No. SB-19 (cont'd) <br /> SAMPLES <br /> i <br /> � Z E DESCRIPTION REMARKS <br /> w w E o a c 0 n NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> a <br /> 0` y Z m m a cementation,react.w/HCI,geo.inter. <br /> Of <br /> 0 SILTY SAND with GRAVEL(SM): <br /> ---------------------------------- <br /> SANDY SILT(ML): yellowish brown (10YR 5/6),moist,70% <br /> 347 fines,30%fine sand,low plasticity,firm - <br /> 10.1 --------------------------------- <br /> SILT with SAND(ML): yellowish brown (10YR 5/6),wet,80% - <br /> -� 35 fines,20%fine sand,medium plasticity,soft <br /> - <br /> _� 8.3 — <br /> 36 <br /> ( <br /> 37- <br /> 38- <br /> 39- <br /> 40- <br /> 7 38 39 40 SILTY SAND(ML) yellowish brown (10YR 5/4),wet,60%fine <br /> sand,40%low plasticity fines - <br /> 41- <br /> 8.7 <br /> 42 T 8o%fine to coarse sand,20%low plasticity fines,trace coarse <br /> gravel - <br /> 43 7.3 - <br /> J: - <br /> 44 <br /> -� <br /> h - <br /> -- --- - -- - <br /> 45 SILTY SAND with GRAVEL(SM) brown (10YR 4/3),wet, <br /> 60%fine to coarse sand,20%fine to coarse gravel,20% - <br /> 7.3 nonplastic fines <br /> r 46 - <br /> r <br /> 47 - <br /> 48 - <br /> 7.1 <br /> l - <br /> .J <br /> 49- <br /> 50- <br /> 9 - <br /> 50 CLAYEY GRAVEL with SAND(GC):see next page for <br /> 10 description - <br /> 51 OAKBOREV(REV.3/00) <br /> Geonnatrix Consultants Project No.5011.001 Page 3 of 5 <br /> l <br />