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L` G OF DIRECT PUSH SOIL706BE DP1 <br /> Project Name: Stockton Service Center Dispensers and WOT Piping <br /> Location: 4040 West Lane Stockton California 95204 page 1 of 1 <br /> i <br /> Driller(s)4Rick Bertolino,Fisch Environmental Exploration Probe Location;2` D W of WOT piping and Total Depth <br /> - -- - <br /> Rig Geoprobe 5400 truck 12'E and 4'S of SW bldg comer 9.5 <br /> Hole Diameter?6"to O.T,4"to 4',2.25"to 9.5` _ Surface Concrete Water Depth <br /> Soil Sampler Hand auger to 4'.Macrocore below 4' <br /> Water Sampler'None Datum Ground surtace Not Erlcountared <br /> Water — <br /> -�_ ater Samples None Date <br /> Backfill Lean cement - - —� Logged bylohn Woodruff 31-Mar-2004 <br /> 4� � E �, o at Water Depth 1: Date Time <br /> ,� a <br /> E a E-T o CLS E �,U Water Depth 2: Date Time <br /> co o a rn g = DESCRIPTION <br /> 15 <br /> 0to (soil type,color,moisture content,consistency,density,etc.) <br /> IRD <br /> c� Co 0-0.7 CONCRETE(Co)-No.5 rebar. Cored. <br /> 1 <br /> QNIA 2 SC 0.7-3.5 CLAYEY SAND(SC)-dark brown,moist, medium <br /> - dense,fine sand-NATIVE. NO PRODUCT ODOR. <br /> = 3 <br /> 1.1 B DP1-4 4 <br /> !� AL DP1-5 5 <br /> 3.7/ 6 3.5-9.5 CLAYEY SAND(SC)-dark yellowish brown,moist, <br /> 4.00 <br /> 0.8 B DP1-B.5 SC medium dense,fine sand,minor vugs to 118",slightly cemented <br /> .e.. <br /> AL DP1.7 7 locally. NO PRODUCT ODOR. <br /> 8 <br /> 1.5 1.3 B DP1-8.5 9 <br /> r <br /> AL DPI-9 <br /> Bottom of probe hole at 9.5 feet. <br /> 11 Grouted hole with neat cement. <br /> SJCEHD on-site Inspector:Margaret Lagorio. <br /> 12- <br /> 13- <br /> 14-- <br /> 4.0 <br /> 213144.+ 15 <br /> ' 16 <br /> A <br /> 17 <br /> 18 <br /> 19 <br /> t <br /> 20 <br /> Notes:1) SJCEHD=San Joaquin County Environmental Health Division. <br /> • Sample Container.AL=Acetate liner,B=Bag,polyethylene. Sample ID:bold if analyzed. Sample:black=sal•checkered=groundwater. <br /> (.. Soil Symbol Abbreviations:C=Clay or clayey.M=Silt or silty,0-organic soil,L=Low plasticity,H=High plasticity,G=Gravel or gravelly,S=Sand or sandy,W=Well graded,P=Poorly graded. <br /> Consistency Terms:very soft.soft,medium stiff,stiff,very stiff,and hard. Apparent Density Terms:very loose,loose,medium dense,dense,and very dense. <br /> Soil Components:boulders=>12",cobbles=12'to 3",coarse gravel=3'to 3/4',fine gravel=314"to#4,coarse sand=#4 to#10,medium sand=#10 to#40,fine sand=#40 to 9200. <br /> 402.331.04.30 5/3/2004 Logs_Stock_SC_DP1 thru_DP3.xls DP1 <br />