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I <br /> i1 .Tl '.:ORI 13G: MW 1 <br /> 1 DATE. DRILLED: 5/5/eaINME <br /> -- PSE MCLE LOG SAMPLE INTERVAL <br /> WATER <br /> PROJECT: 6EOLGGIST: SURFACE 49, <br /> Desert Petroleum T. Niven ELEVATION: <br /> LI�C�►T101 '• DRILLER: TOTAL DEPTH: <br /> 950 W. 11Lh Street <br /> B. ldogate 291 <br /> DRII_LIN6 CQkTRACT®R: DEPTH TO CIiSIP#S: 30' (20' slot) i <br /> Ho ate Exploration Drillin Co. WATER: 11 ' <br /> REMARKS. ' Note: The ppm readings are vapor from a Photovac <br /> 10" Hallow Stem Auger PID "TIP" calibrated with 1 ppm benzene prior <br /> to liling eacn ay. � <br /> I <br /> GORE DESCRIPTION REMARKS <br /> 4C m <br /> i <br /> Med Brown Silt with clay ML _ 2ppm cuttings <br /> 5 Med Brown silt with clay ML — <br /> 10 — 1 ,5ppm cuttings <br /> 15 Med brown sandy silty tr. clay ML <br /> 1 3 56% silt, 44% sand Very fine - med subangular- - - soil 16 ppm <br /> anguler sang low plasticity, low dry strength, - water 12 ppm <br /> slow dilatancy low toughness, weak reaction to <br /> (sample in jar) <br /> HC1 . Inta A sample: wet, no odor, homogenous <br /> -_ 10 ppm cuttings <br /> 25 <br /> Driller Note: Gravel - fine - med grained. <br /> 'F <br /> 2.3 ppm <br /> 2 33 Med brown pat clay with sand -CH 80% fines, 200 <br /> sand Very tine - med subrounded - angular sand <br /> 30 <br /> High plasticity, very high dry strength, no Soil 175 ppm 1 <br /> dilatancy, high toughness, no reaction to HC1 , water 2000+ppm <br /> Intact sample: Wet, slight gasoline odor, homog, <br /> firm. <br /> * Datum is approximate location of 50' contour from USGS t-opo map (see figure 3) <br />