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Drilling Log <br /> FLUOR DANIEL GTI Monitoring Well MW-2 <br /> Project South1a1)d/*17334 Stockton Owner rhe 5o,f'n13 ,J Corr_'olatlo, <br /> Location 4501 N PerShing Ave Stockton C� Prol No 02070 C)436 <br /> C O T <br /> O G N <br /> nw w°1 of a, o o �, Description <br /> .,Q v a o <br /> p" E a Q E g a '0- � U) (Color, Texture, Structure) <br /> 0fu m L Trace < 10% Little 10% to 20% Some 20% to 35% And 35% to 50% <br /> 24 u Grou��a�h�ter encountered 09;?3/9; <br /> - r I, ,e, �Ilt�� trnp t ahlr 1� ' Lei, <br /> PCC br Ow,) w/bi nwn-grav <br /> 'ln'tlifig le f'ilist sl,ght ,1V:r0 a bOn <br /> 26 <br /> ^CC 15 <br /> 2 ML Clayey Sandy SILT (10 20 70) Mottled as above <br /> 3 <br /> 28 5 <br /> (gi ades b1 own-gi ay) <br /> ML <br /> 12 - (go ades more sandy 10,40 50) <br /> 30 — ' <br /> � Sandy SILT (35,65) G1 ay b1 own moist no odor <br /> lc 6 <br /> 0 5 ML 'varying clay/silt/very fine sand ratios) <br /> 32 7 <br /> 0 12 <br /> 3 ML Clayey SILT (20 80) Gray with brawn mottling no odor <br /> 3 <br /> 34 <br /> ML <br /> 0 _ Clayey Sandy SILT (10 20 70) Gray brown <br /> ML Clayey Sandy SILT (10 30 60) Gray brown <br /> 36 = Clayey Sandy SILT 00 45 45) Gray brown <br /> a EL Silty vel y fine SAND (40 60) Gray brown moist loose <br /> SM <br /> 38 a g Silty very fine SAND (20 80) <br /> a sM <br /> g Clayey SILT (20,80) Brown pay, mast/dry non-plastic with hard <br /> 40 14 ML f-alcareous nodWes no hydrocarbon odor <br /> End of boring Installed groundwater monitoring well <br /> - 42 - <br /> - 44 <br /> - 46 - <br /> - 48 <br /> 50 - <br /> - 52 - <br /> - <br /> 54 <br /> 56 <br /> l <br /> 01/06/1998 hthlog-June 96 Page 2 of 2 <br />