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1 <br /> HEADSPACE <br /> WELL CONSTRUCTION LITHOLOGY SAMPLE DATA MEASUREMENTS <br /> Depth. Graphic Core PID <br /> feet Log D e s c r P t o n Recovery (porn) <br /> 8 INCH DIA <br /> BOREHOLE ——— — <br /> 0.0 <br /> ———— Increase in calcite mineralizatl'on. <br /> — 40 <br /> ---- 0.0 <br /> 45 --- 45 <br /> SILTY SAND(SMI,dark yellowish brown(I GYR4/6),wet 0.0 <br /> - medium dense,non-plastic,fine to medium santl. <br /> 50 50 <br /> SAND(SPI,dark yellowish brown(10YR4l4),wet,loose,non- <br /> plastic,fine to medium sand. <br /> _ ———.— SILTY SAND(SMI,dark brown('.OYR4/3),wet,medium <br /> dense,non-plastic,fine to medium sand,micaceous. <br /> 0.0 <br /> 55 — 55 <br /> 2-INCH — <br /> DIAMETER — <br /> SCH.40 P/C — — <br /> SCREEN ——__ .. _. <br /> (0.020'SLOT) - <br /> __ 0.0 <br /> 60 _-- 60 <br /> SAND(SP),dark brown h OYR4/31,wet,loose,non-plastic <br /> fine to medium sand,micaceous. <br /> SILTY SAND(SMI,dark brown(IOYR4/3),wet medium 0.0 <br /> dense,non-plastic,fine to medium sand. <br /> 65 ——— 65 <br /> — SANDY SILT(ML),dark brown(IOYR4/3),very mast,sfiff,low <br /> #3 LONESTAR ——— plasticity. <br /> SAND ——— <br /> SANDY SILT IML),dark brown(I OYR4/3),very mast,soft. <br /> non-plastic. 0.0 <br /> 70 — 70 <br /> Well Permit No. SR015488 EXPLANATION <br /> Dote Well Drilled: May 10.1998 ® rnrn Interval sampled using <br /> Drilling Company: Spectrum Clay Core Barrel <br /> Driller: Bobby Nixon <br /> Drilling Method: 3.5'Core Barrel:Hollow Stem Auger Sitt Sample retained for analysis <br /> Sampling Method: 140 lbs./30-inches Hydraulic Sand y Depth first water was encountered <br /> LFR Geologist. Kenton Gee in borehole <br /> 17771 Gravel <br /> Approvedby_ V &U <br /> CONSTRUCTION AND LITHOLOGY FOR WELL PZ-003A (Page 2 of 3) <br /> 10 L f Q Lincoln Center,Stockton, California <br /> LEVINE•FRICKE <br /> 4111L121,CDR 071498 <br />