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' <br /> Boring B-9 <br /> t <br /> FJ.Kloberdanz & Assoc. P.O. Box 576981, Modesto, CA 95357-6981 <br /> 1 1 <br /> Client: Brite Development iProj. No. Contractor: V and W Drilling Page: <br /> ' ject: Pombo Property Drills : Dr Push Bore Size 1 inch Elv: <br /> Pro <br /> Location: S. Lammers and 11th St., Tracy, CA Screen: NA Filter: NA Seal: Neat Cmnt <br /> ' Date Started: 7/6/1999 Date Complete: 7/6/1999 Angle: 90 Vert: Bearing: NA <br /> Total Depth: 35 Water De the 12 ft. Liner:NA Lo :MJK Review: RF <br /> 'n t5 > <br /> CL U vi <br /> ' Z > CLcc ns <br /> N Gl () o L C U <br /> ta o- U E ami cn <br /> a E E rn o a> > L U <br /> 0) i i O m U a D Geologic Description Remarks <br /> 5' <br /> Not Lagged <br /> tin, Nat Logged <br /> 1 <br /> 15' >•i' CM$1Ity Clav Liqht Brown, Moist, No Petroleum Odor <br /> astic or Stainina <br /> Analytical Sample <br /> 139-15 <br /> 20' SM Sandv Sllt Very Fine Grained, Sliaht Petroleum <br /> Very Well Sorted,Light Tan,Wet Odor <br /> ' Analytical Sample <br /> B9-20 <br /> ' 25' z..rs..:::: CM Sp1flty Clav Liqht Brown, Moist, No Petroleum Odor <br /> ::•:L•:(L�n•:•:? r lastic or Staining <br /> Analytical Sample <br /> ' . .: 89.25 _ <br /> ' 34 77= SC Sandv Clav Well Sorted Medium to Fine No Petroleum Odor <br /> Grained Sand,Slightly Plastic or Stainina <br /> Anaular Quartz Grains <br /> Analytical Sample <br /> B9-30 <br /> ' Ground Water Sample B9-33H,0 60 33-35 Ft <br /> Borinq grouted too <br /> to bottom neat <br /> 5 cement <br /> 3t <br /> 1 i <br />