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WELL CONSTRUCTION LITHOLOGY SAMPLE DATA <br /> Deplh. ELLJSH Graphic <br /> [eel MOUNT Log D e s c r i p t i o n Soil Cole PID <br /> BOX Sample Recovery <br /> 4-6 inches ASPHALT,hand ougered to 4 feet. <br /> SILTY SAND(SM(,o(ange-brown 11 OYR 114),dry.loose,fine - 0_I <br /> grained,poorly sailed wilh obundont cools.80%fine sand <br /> 20%fines. <br /> 5 i i 5 0.2 <br /> B'DIA.LISA -- -- <br /> rJ - <br /> .... "r NEAT - <br /> ' CEMENTBecomes medium dense at 9 feel-weakly cemented <br /> GROUT —— '— <br /> ID / ii — 10 G-14A-10 0.1 <br /> 2-DLk <br /> i s i SCH.40 <br /> PVC BLANK SAND(SP).tan to fighl brown(1 W 5/4).dry.medium <br /> CASING dense,portiallyweakly cemented in thin lenses,poorly 0-0 <br /> graded fine sand(<10%fines). <br /> 15 /� ii 15 0.0 <br /> 00... / -. .. <br /> /l <br /> 20 r. 20 <br /> _ _ 0.0 <br /> CLAYEY SAND(SC),medium broom(10YR 4r2(,damp, <br /> dense,partially weakly cemented.poorly graded, <br /> !r medium sand,75%sand 25°/fines. <br /> 0.0 <br /> G.14A-23 <br /> lr - <br /> ' SAND(SP(.orange-brown(I OYR 4/6).domp,dense. <br /> 25 l/ // _ porfially weakly cemented in thin lenses,fine grained. 25 0.0 <br /> / poorly graded. <br /> 1. <br /> Becomes moderately graded fine to coarse grained, __ 1 <br /> subround vnth depth to 35 feet, <br /> 30 30 1 8 <br /> /r <br /> EXPLANATION <br /> Well Permit Na: G 14A CI Interval sampled using <br /> Dale Well Drilled: March 31,2003 <br /> Ej Modified California Sampler <br /> Dolling Company Spectrum <br /> Miller: Dave 0 Sill Soil sample collected for logging purposes <br /> Sampling Method: !-follow Stem Continuous <br /> LFR Geologist: David C.Mek Sand Z Depth lirst water was encountered <br /> in borehole sedmenls <br /> El Gravel <br /> )roved by: <br /> CONSTRUCTION AND LITHOLOGY FOR WELL G-14A(page ) of 2j <br /> LEM L F R Lodi, California <br /> LEVINE-FRICKE <br /> 08123LOO I.CDR <br />