Laserfiche WebLink
SECOR <br /> Ince—twnal Incorporated <br /> Logged By Date Drilled Drilling Contractor Project Name Method/Equipment Boring Number <br /> • GREGG CHEVRON 9-6171 Hollow Stem Auger <br /> E G 3121101 DRILLING STOCKTON,CA Cal Mod.Split Spoon MW-13 <br /> See'Legend to Logs' for Bonng Surface Groundwater Depth(ft) Total Drive Drop <br /> sampling method, Diam(in) Elev(ft) 35First Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory 30 <br /> testing methods $" 400 140 <br /> 8 <br /> Well 8 <br /> 04 Description a, <br /> Construction a <br /> A � m <br /> 7 SANDY CLAY (CL) brown,(7 5 YR 413)fine-grained sand,medium 0 <br /> 8 plasticity,very stiff,slightly moist, no odor(0,45,0,55) <br /> 12 <br /> SAND 30—_X 7 SANDY CLAY (CL) brown,(7 5 YR 4/3)fine-grained sand,stiff to very 0 <br /> 8 stiff,medium plasticity,moist,no odor(0,30,5,65 ) <br /> 9 <br /> 35 <br /> 7 SANDY CLAY(CL)- brown,(7 5 YR 413)fine-grained sand,very stiff, 0 <br /> . 8 wet,no odor(0,25,10,65) <br /> 11 <br /> 5 SANDY CLAY(CL) brown,(7 5 YR 413)fine-grained sand,stiff,wet,no 0 <br /> 8 odor(0,25,5,70) <br /> THREADED 40 8 <br /> END CAP <br /> 45 <br /> The substrata descriptions above are generalized representations and based upon vtsual/manual classification of cuttings and/or <br /> samples obtained during drilling Predominant material types shown on the log may contain different matenals and the change from <br /> one predominant material type to another could be different than indicated s on this log apply only at the specific location <br /> at the tune of drilling and may not be representative of subsurface condi WQ ons or times <br /> • Project No 077 43512 251 Date REVISED 10/26/01 PR SCOTT 0�� Log of Bonng <br /> W GABLE N <br /> 96171 M 13 GPJ • NO � • Approved by <br /> LOG OF BOREHOLE N� Exp �Q <br /> 9T Figure (sheet 2 of 2) <br /> FOF <br /> CR�`FO <br />