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x WELL CONSTRUCTION LITHOLOGY SAMPLE DATA MEASUREMENTS <br /> Depth, Graphic Core RD <br /> feet Log D e s c r i p t 1 o n Recovery IPPm) <br /> ———— SANDY SILT(ML),contd...... <br /> ———— SAND SP),dark brown(10YR4/3),wet,loose,non-plastic <br /> #3 medium to coarse sand. <br /> LONESTAR <br /> SAND 0.0 <br /> 2 INCH <br /> 75 SCH.40 PVC 75 <br /> SCREEN <br /> (0.020'SLOT) " <br /> 0.0 <br /> 80 - Increasing grain size to coarse. 80 <br /> SILTY CLAY(CL),dark brown(10YR413),mottled with dark <br /> 2-INCH DIA ———— gray,(10YR411),moist very stiff,medium plasticity. <br /> SCH 40 PVC —- BOTTOM OF BORING AT 83.5 FEET. <br /> 85 SLIPCAP 85 <br /> SET`MTH <br /> STAINLESS <br /> STEEL SCREWS <br /> Well Permit No. SR015488 EXPLANATION <br /> Date Well Drilled: May 10,1998 Interval sampled using <br /> Drilling Company: Spectrum ® Clay Core Barrel <br /> Driller: Bobby Nixon <br /> Drilling Method: 3.5'Core Barrel;Hollow Stem Auger Silt Sample retained for analysis <br /> FTI <br /> Sampling Method: 140 lbs./30-Inches Hydraulic Depth first water was encountered <br /> LFR Geologist: Kenton Gee E:1Sand 4 in borehole <br /> 0� , I ' �L,�"�" � Gravel <br /> Approved by: 'l-ti-r+QM I 96(4 k J <br /> CONSTRUCTION AND LITHOLOGY FOR WELL PZ-003A (page 3 or 3) <br /> 0� L F R Lincoln Center,Stockton,California <br /> LEVINE•FRICKE <br /> 41 1 1 L7 21.CDR 071698 <br />