Laserfiche WebLink
PROJECT: ROBERTS PROPERTY <br /> Vernalis, Califomia Log of Boring No, SB-20 (cont'd) <br /> SAMPLES <br /> DESCRIPTION. - REMARKS <br /> E o E o g n NAME(USCS):color,moist,%by wt.,pleat density,structure, <br /> c) rm Z cementation,react.w/HCI,gen.inter. <br /> a9 <br /> LEAN CLAY with SAND(CL):yellowish brown(10YR 5/4) <br /> ` mottled with greenish gray(5GY 5/1),moist, 80%fines,20% - <br /> __ eand s _medium�lasticity,frm`slyht odor __ _ <br /> i; 70 finPOORLY GRADED SAND with CLAY and GRAVEL(SP-SC)_ <br /> 877 dark greenish gray (5GY 4/1),wet,60%fine to coarse sand, <br /> JJJ t- 71 30%fine to coarse gravel, 10%low plasticity fines,sheen on _ <br /> 1. water,very strong odor <br /> 72 _ <br /> 883 <br /> 73- <br /> 74 <br /> 3 74 5 CLAYEY SAND(SC):yellowish brown(10YR 5/4)mottled with <br /> dark greenish gray(10Y 4/1),wet,60%fine sand,40%medium - <br /> plasticity fines,slight odor <br /> 75 - <br /> SANDY LEAN CLAY(CL):yellowish brown(10YR 5/4)mottled <br /> 76 5'1 with dark greenish gray(10Y 4/1),moist,60%fines,40%fine - <br /> sand,medium plasticity,firm,slight odor <br /> T _ <br /> i yellowish brown(10YR 5/4),70%fines,30%fine sand,hard, <br /> J 77 no odor _ _________-_ _ --- <br /> CLAYEY SAND(SC): yellowish brown (10YR 5/4),wet,60% _ <br /> fine sand,40%medium plasticity fines <br /> i 1 78 - <br /> J 0 - <br /> 79 o e - <br /> L: N <br /> 80 N Bottom of boring at 80.0 feet Borehole destroyed using <br /> lr - Type 1-II neat cement <br /> grout placed from total <br /> depth to ground surface <br /> with a tremie pipe. <br /> �? 82 <br /> c•. <br /> 83- <br /> 84- <br /> 85- <br /> 86 <br /> 3 8485 86 - <br /> 87 <br /> oaceoRev(Re .muo) <br /> zr <br /> Geomatrix Consultants Project No.5011.001 Page 5 of 5 <br />