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Boring 1 MW B-1 <br /> Fourt Consulting Group P.O. Box 7825, Modesto, CA 95357 (209) 526 - 9264 <br /> Client: Proj. No. Contractor: Osterburg and Stewert Page: 2 <br /> Project: Fast and Easy Mart Drills:HSA Bore Size: 7316 Eiv: <br /> Location: 244 West Harding way Screen: NA Fiher: NA Seal: Grout <br /> Date Started: 1 11 4 11 Date Completed: 11/4/199 Angle: 90 1 Vert: Bearing: NA <br /> Total Depth: Water Depth: Liner:NA Log:MJK Review: RF <br /> E _ <br /> � D � <br /> O O N U <br /> w U <br /> CD G N d U N <br /> m C p M _ .0 � N <br /> Z > - a R ¢ T <br /> U U 1p C C U <br /> a a C 3 U W v <br /> E E <br /> m a ° <br /> to cn O m U d Geologic Description Remarks <br /> 25 to 30 Feet-CLAY No Odor or stain <br /> Ughi Brown Silty Clay Moist <br /> 35' <br /> 3D to 37 feet-Gay No Odor or Stain <br /> Light Brown Plastic Clay.Dry with Caliche <br /> 40' 37 to 40 Feet•Clay No Odor or Stain <br /> Bl-3 Light Brown Plastic Clay,Moist Analytical sample <br /> B1-37 <br /> v <br /> 45• 40 to 45 Feet-Gay No Odor or Stain <br /> 61-Water Light Brown Plas[iC.Clay,wet,sticky Analytical sample <br /> B1-Water <br /> TOTAL DEPTH OF BORING 45 Feet Ground water <br /> sampled through <br /> Boring grouted to surface with cement grout hollow stem auger <br /> 50' <br /> 55' <br /> 30' <br /> Well Graphics <br /> ®Bentonite Cement GroutFilter Pack Well Screen EDBlank casing <br /> Legend Initial h2o: v Finial h2o: V <br /> BORING <br /> Gravel Coarse to Medium Sand Fine Sand WELL NO. <br /> B-1 <br /> silt Clay Fill Rock <br />