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Elving(Broadway) <br /> 1610 Broadway Tot.Depth :20' <br /> L- Stockton,CA LOG OF BORING GP-1 casing Depth :NIA <br /> Project No.:1218.2 (Page 1 of 1) Screen Interval :NIA <br /> Filter Pack :N/A <br /> Date i 7/121p5 Annular Seal :N/A <br /> LW briding Method :G.P, Grout :0-20' <br /> T¢o 1Cs Driller :V&W Drilling Water Depth :NIA <br /> Logged By :Eric Price\Tlm Simpson <br /> 4 <br /> V <br /> De th o v Well:GP-1 <br /> p Lab Time U � OVM Elev,: <br /> in k" Feet Sample o DESCRIPTION < CD (ppm) <br /> M C7 Z <br /> 0 <br /> Backfill,asphalt cap <br /> FL <br /> 4 <br /> Silty sand,dark brown,dry,very fine grain,no odor I. <br /> SM <br /> GP-1 04' 1029 <br /> Clay,dark brown,high plasticity,dry,no odor or staining 0 <br /> g CFi <br /> Sandy diay gravel,dark brown,dry,no odor or staining CL <br /> Silty with some sand,brown,dry,no odor or staining <br /> ML <br /> 1037 0.2 <br /> GP-1 08' 1037 <br /> LM Gravelly sand,dark brown,dry,no odor or staining SW <br /> Silt,small sections containing gravels and sands;<1 <br /> 10 units,dry,no odor <br /> —GROUT <br /> ML <br /> 0 <br /> GP-1@12' 1044 <br /> Silty clay,dark brown,no odor,moderate plasticity,dry <br /> Cl_ <br /> 4 1044 0 <br /> GP-1 @14' 1058 Silt,brown,no odor or staining,dry <br /> 15 ML <br /> Silt,light brown,calcite,hard,dry <br /> LW -q ML <br /> a <br /> L <br /> 20- <br /> 25- <br /> 1044; <br /> 0251044:Refusal at 11' <br /> o f058:Repushedthrough <br /> N <br /> �1/ N <br /> n <br /> O <br />