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OF DIRECT PUSH SOIL PI BE DP3 <br /> 1 Project Name: Stockton Service Center Dispensers and WOT Piping <br /> Location: 4040 West Lane Stockton California 95204 page 1 of 1 <br /> Driller(s)-Rick Bertolino,Fisch Environmental Exploration Probe Location 4'N of center of E.Gas Dispenser Total Depth <br /> Rig,Geoprobe 5400 truck _ — _. <br /> Rote Diameter iS to 0.3 4 to 3.5 2 25"to 9.5' and 6.5'W of E end of island 9.5 <br /> . - - M..-. __ <br /> Surface Concrete Water Depth <br /> Soil Sampler.Hand auger to 3.5,Macrowre below 3.5' - — <br /> —r - Datum Ground surface Not Encountered <br /> Water ampler None —Water Samples;None Date <br /> Backfill Lean cement - - - - <br /> Logged by John Woodruff - 31-Mar-2004 <br /> E c, �, o Water Depth 1: Date Time <br /> a Water De <br /> 8 ; 8 a n E 1n Depth Date r. Time <br /> fn cn .o � DESCRIPTION <br /> CL 0 (n (soil type,color,moisture content,consistency,density,etc.) <br /> Cc 0-0.3 CONCRETE(Co). Cored. <br /> n� <br /> 1 <br /> +... a N/A <br /> 2 <br /> �o <br /> x <br /> 3 <br /> 0.9 B D133-4 4 <br /> 0.3-9.5 CLAYEY SAND(SC)-dark yellowish brown,moist, <br /> " 3.61 AL 5 SC medium dense,fine sand, minor vugs to 1/8",slightly cemented <br /> .6 DP3.5 locally-NATIVE. NO PRODUCT ODOR. <br /> 4.0g <br /> J.r 1.6B DP3-6.5 7 <br /> Q AL DP3-7 <br /> - - <br /> 1.8/ 8 <br /> ca 2.0 1.1 B DP3-8.5 <br /> AL DP3-9 9 <br /> 10 <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 /> 16- <br /> 17- <br /> 19 - <br /> 20 <br /> 2131416171920 <br /> Notes:1) SJCEHD=San Joaquin County Environmental Health Division. <br /> Sample Container:AL=Acetate liner,B=Ba B,polyethylene. Sample to:bold if analyzed. sample:black-soil,checkered=groundwater. <br /> 4.. Soil Symbol Abbreviations:C-Clay or clayey,WSiit or silty,Organic soil,L=Low plasticity,H=High plasticity,G=Gravel or gravelly,S=sand or sandy.W=Well graded,P=Poorty 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=X12',cobbles=12"to 3',coarse gravel=3'to 314•,rine gravel=314•to#4,coarse sand=94 to#10,medium sand=910 to#40,fine sand-#40 to#200. <br /> ., 402.331.04.30 5/3/2004 Logs_Stock_SC_DP1 thru_DP3.xls DP3 <br />