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WATERWORK <br /> WELL/BORING LOG <br /> i . <br /> �` PROJECT TRACY PU—1C SSCH LOCAT I ON 315 E, 1 <br /> WELL/BORING NO. T-3 SURFACE ELEVATION ITH STREET TRACY PROJECT NO. <br /> DATE DRILLED i/4/88 -^�—� WELLHEAD E LEVATION 47.75 <br /> DRILLER CHRIS LOGGED aY R. JUNCgL <br /> DR <br /> RILLING COMPANY KVILHAUG WELL dRiLLlNG <br /> BOREHOLE OIAM£TER 0.0 �—'� METHOD HOLLOW STEM AUGER <br /> DEPTH OR I LLED 28.0 FT dE'PT <br /> CASING TYPE PVC DIAMETER _ 2.� H COMPLETED 25.0 <br /> w BCH. 40 0.p <br /> SCREEN TYPE _ PVC DIAMETER 20 --ii—La INTERVAL — .. F'r TO <br /> . _7.0 rr <br /> FILTER PACK TYPE SAND —� SLOT •020 rn .INTERVAL 7�0 �S TO 25.0 <br /> SIZE NO. 2 INTERVAL 6.0 <br /> SUkFACE SEAL TYPE NEAT CEMENT TO 25.0 Fr <br /> NOTES _ INTERVAL pip= TO <br /> WELL DEPTH PID SAMPLE U.S.G. <br /> DETAIL (FY- 1 (PPM) I.D. LOG SOIL DESCRIPTION <br /> n, 0 <br /> _.. ;:: •p' 0-4 ASPHALT <br /> 2 4-2' BLACK SANDY GRAVEL (R(JADHASE) <br /> 2-6' BLACK CLAY, VERY STIFF, SLIGHTLY MOIST, NO <br /> 4 PRODUCT ODOR <br /> - 6 <br /> 6-11' BROWN SANDY CLAY 109E FINE SAND, 90% SILT, <br /> i B 3A g VERY STIFF. SLIGHTLY MOIST, NO PRODUCT - <br /> �� 8_ ODOR <br /> .0 <br /> 11-16 BROWN SANDY <br /> SII.7140°. SINE SUBROUND SAND, spy` <br /> i2 SILT, SOFT, WET, NO PRODUCT ODOR <br /> S b" 14 <br /> 16 16-28' BROWN SILTY <br /> CLAY. 25% SILT, 75% CLAY, <br /> MEDIUM <br /> STIFF, SLIGHTLY GHTLY MOIST. NO PRODUCT ODOR <br /> 1-R <br /> i 20 <br /> 22 <br /> 24 <br /> f ± �a <br /> 28 <br /> 30 <br /> i ► 32 <br /> 34 <br /> f <br /> 36 <br /> 3B <br /> ex. - <br /> L 40 <br /> PAGE -. <br /> - ,L OF i <br />