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' BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID LOG <br /> (PPMV) <br /> 24 24 <br /> ?' ?• " Tan ashy SAND,very fine grained most <br /> SM , <br /> 40 <br /> 26 26 Medium brawn clayey SILT damp(SBA-4) <br />' 2$ 28 <br /> MLoo <br />' 30 Grout 30 53 <br /> Lu Medium brawn clayey SILT mast with black organics <br /> w <br /> (SaA-5) <br /> v 32 32 <br /> 1L 00 0 <br /> n 34 34 <br /> 0 00 <br /> 0 57 <br /> Ir 36 36 Same as above(SBA-6) <br /> LU 38 38 <br /> Uj <br /> a 40 40 <br /> 20 0 0 go o o'ol <br /> Light brown clayey SILT with white hmesnone damp <br />' (SBA-7) <br /> 42 42 <br />' 44 44 <br />' 46 46 <br /> 48 48 <br /> I � IiL � ilil � l <br /> Inch l3adrus 0 2 4 6 <br />' Explanation Contacts Soil Boring A <br /> Wader levet in completed wail Solid where certain <br /> Q First water Lound dung dnlhng Dotted wrier:approximate Exxon Service Station RAS#7-1050 Page <br /> Location of recovered drill sarriule - - Daarrdwhere uncertain 909 West Hammer Lane 2 of 2 <br /> Stoclaon,CA <br /> - <br /> Location of sample aea1W far <br /> 'VZZe Hachured where gradatwnal Drawn ar Well Number <br /> chemical analyw p /� <br /> eat K Esamatso permewity, ��� bar 0 Meda S B-A <br /> ® sieve Sammie owdraubc conductrnryl August 28 19" <br /> ROW <br /> 1 K-primary 2K-secondary RwAud or <br />' ® Continuous Core <br /> .lob Number <br /> 'R "°Rea°"'ry 93-47-3005 <br />