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1 <br /> PROJECT: FORMER VERNALIS PUMP STATON <br /> Vernalis, California Log of Boring No. ASB-9 (conYd) <br /> SAMPLES 1 0 <br /> _ m m m m.. Z E DESCRIPTION REMARKS <br /> w°1 E° E o °o O< a NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> Z m m LL 0 v cementation,react.w/HCI,geo.inter. <br /> 1. SANDY SILTY(ML):confd <br /> i.i <br /> 16 --- ----------------------------- <br /> JI SILTY SAND(SM): light olive brown (2.5Y 5/4),moist,60% <br /> fine to coarse sand,40%nonplastic fines <br /> 17 ------------------- --------- - <br /> ,_� SANDY SILT(ML): light olive brown (2.5Y 5/4),moist,60% <br /> 0.9 fines,40%fine to medium sand,nonplastic,soft <br /> 18 _ <br /> T hard <br /> � .._ 20 --------------------------------- - <br /> SILTY SAND(SM):-light olive brown (2.5Y 5/4),moist,60% <br /> 0 fine sand,40%nonplastic fines <br /> 21 <br /> 22 0 <br /> T50%fine sand,40%nonplastic fines,10%fine gravel <br /> 23- x <br /> --------------------------------- <br /> SILTY SAND with GRAVEL(SM): light yellowish brown (10YR <br /> - � 24 0 6/4),moist,50%fine to coarse sand,30%fine to coarse gravel, - - <br /> 20%nonplastic fines <br /> 25 <br /> o <br /> 26- <br /> 27- --- <br /> 6 27 SILTY SAND(SM): yellowish brown (10YR 5/4),moist,70% <br /> . ; , <br /> 0 fine to medium sand,30%nonplastic fines <br /> 28- <br /> 29- <br /> 8 29 10.3 T 65%fine to medium sand,25%nonplastic fines, 10%fine <br /> gravel,slight odor <br /> _�... 30 <br /> o _ <br /> 0 SILTY GRAVEL with SAND(GM) light olive brown (2.5Y 5/4), <br /> .] 31 < moist,60%fine to coarse gravel,20%fine to coarse sand,20% <br /> nonplastic fines <br /> l 32 _ <br /> I 0 - <br /> _ 33 <br /> OAKBOREV(REV.W00) <br /> lI Geomatrix Consultants Project No.5011.003 Page2of V(3 <br /> I .. <br />