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SECOR <br /> International Incorporated <br /> =LoggedDate Dnlled Drilling Contractor Project Name Method/Equipment Boring[Number <br /> GREGG CHEVRON 9-6171 Hollow Stem Auger <br /> 3121/01 DRILLING STOCKTON,CA Cal Mod Split Spoon MW-14 <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft) Total Drive Drop <br /> sampling method, Diam(in) Elev(ft) 35 First Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory <br /> testing methods 8" 40 0 140 30 <br /> ° 8 <br /> Well . rx Description a <br /> Construction 0. <br /> 3 SAND(SP) brown,(7 5 YR 5/3) medium-grained sand,loose, moist,no 0 <br /> 6 odor(0,100,0,0) <br /> 6 <br /> SAND <br /> 30-- 7 WELL GRADED SAND (SW) brown,(7 5 YR 412)medium-grained sand 0 <br /> 12 with some fine-grained sand,fine gravels,medium dense,moist,no odor <br /> 15 10,90,0,0) <br /> - <br /> 35-- <br /> _X 8 SANDY CLAY(CL) brown,(7 5 YR 4/3)fine-grained sand,very stiff,low <br /> 13 plasticity,wet,no odor(0,30,5,65 } <br /> 15 <br /> 8 SANDY CLAY(CL) brown,(7 5 YR 4/2)fine-grained sand,very stiff, <br /> 11 <br /> THREADED 9 medium plasticity,wet,no odor(0,25,0,75) <br /> `� 12 <br /> END CAP <br /> 45 <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during dnlltng Predominant material types shown on the log may contain different materials and the change from <br /> one predominant matenal type to another could he different than indicated D this log apply only at the specific location <br /> at the time of dnlling and may not be representative of subsurface condmo or times <br /> SCOTT <br /> Project No 077 43512 251 Date REVISED 10/26/01 PR eye GABLE �(p Log of Boring <br /> 96171M14 GPj No 636 Approved by <br /> LOG OF BOREHOLE Nib Exp <br /> Figure (sheet 2 of 2) <br /> OF cA�`Fo <br />