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LG OF DIRECT PUSH SOIL P BE DP2 <br /> i Project Name: Stockton Service Center Dispensers and WOT Piping <br /> Location: 4040 West Lane Stockton California 95204 page 1 of t <br /> Driller(s)'Rick Bertolino,Fisch Environmental Exploration Probe Location 4'S of center of Diesel Dispenser Total Depth <br /> Rig Geo robe 5400 truck - - <br /> — <br /> -P —- _ and T E o_f W end of island 9,5 <br /> Hole Diametert"to 0.7 471.9 2' 2.25"-to 9.5' <br /> - _ Surface-Concrete Water Depth <br /> Soil Sam pier au — « - <br /> !.. p - ger to 2',Macroeore below 2' _._ <br /> - Datum Ground surface <br /> WaterSampleriNone -- - - - Not Encountered <br /> - - Water Samples;None Date <br /> Backfill Lean cement -- <br /> Logged by John Woodruff --- 31-Mar-2004 <br /> w E c o $ Water Depth 1: Date Time <br /> E $ n a E E U Water Depth 2: Date Time <br /> tEo DESCRIPTION <br /> 0 (soil type,color,moisture content,consistency,density,etc.) <br /> 1.t � <br /> 8 Co 0-0.7 CONCRETE(Co). Cored. <br /> . 1 <br /> X GC 0.7- 1.2 CLAYEY GRAVEL(GC)-3 inches of pea gravel <br /> N/A 2 underlain by concrete fragments mixed with clay-FILL. NO <br /> PRODUCT ODOR. <br /> S SC 1.2-4.0 CLAYEY SAND(SC)-dark brown to yellowish brown, <br /> M moist,medium dense,fine sand-FILL(REWORKED NATIVE <br /> 4 SOIL). NO PRODUCT ODOR. <br /> 1.3 B DP2-4 <br /> AL DP2-5 5 <br /> 3.7/ 6 <br /> m 4'0 3.5-9.5 CLAYEY SAND(SC)-dark yellowish brown,moist, <br /> i.� 1.2 B DP2-6.5 7 SC medium dense,well graded sand, mostly subrounded,mirror <br /> AL DP2-7 vugs to 1/8",slightly cemented locally. NO PRODUCT ODOR. <br /> 8 <br /> Y-+ i.5/ <br /> 1.5 <br /> 0.6 B DP2-8.5 9 <br /> AL DP2-9 <br /> x.. 10 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 /> 15- <br /> 16- <br /> 17- <br /> 18- <br /> 19 <br /> 213141516171819 <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=soil,checkered=groundwater. <br /> +,. Soil Symbol Abbreviations:C=Clay or dayey,M=sift or silty,o-organic soil.L=Law plasticity,H=High plasticity,G=Gravel or gravelly,S=sand or sandy,W=Well graded,P=Poorly graded. <br /> Constatancy Terre:very soft,soft,medium stiff,stiff,very suff,and hard. Apparent Density Terris:very loose,loose,n-edlum dense,dense,and very dense. <br /> soft Components:boulders=>12".cobbles=12'to 3',coarse gravel=3'to 314',fine gravel=314'to 04,coarse sand=#4 to#10,medium sand=#10 to#40,fine sand-#40 to 5200. <br /> ., 402.331.04.30 5/3/2004 Logs_Stock_SC_DP1 thru_DP3.xls DP2 <br />