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SECOR <br /> Ince—ional Inco orated <br />' =DE <br /> Date Drilled: Drilling Contractor Project Name: Method/Equipment: Well Number: <br /> CHEVRON"-0557 <br /> 9112101 V&W STOCKTON,CA HOLLOW STEM AUGER MW-9A <br /> See"Legend to Lags"for Boring Surface Groundwater Depth(ft.): Total Drive Drop <br /> sampling method, Diam.(in.): Elev.(ft.): SZ 23.35 STABILIZED Depth(ft.): wt.(Ibs.): Dist.(m.): <br /> classifications and laboratory 10 11.50 57.0 <br /> testin methods <br /> V o <br /> Well ';Ei Description <br /> Construction C <br /> A n. <br /> SAND <br /> SCREEN For a description of log subsurface conditions including soil behavior and the occurrence of <br /> INTERVAL groundwater,please refer to log of monitoring well number MW-9 (Pacific Environmental <br /> Group, Soil and Groundwater Investigation Report and Work Plan,November 29, 1997). <br /> 55 <br />' THREADE <br /> END CAP <br />' <br /> 60- <br /> 65- <br /> 70— <br /> The <br /> 06570The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling. Predominant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated. Descriptions on this log apply onl at the specific locatio <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or timese-l" G,� <br /> Project No. 77CH.43445.00.0370Date 818102 PR f V41T i <br /> GABLE= <br /> 557MW9A.GPJ a No. 636 • <br /> LOG OF BOREHOLE SJ3� exp. <br />' CA <br />