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� ` M <br /> Woodward-Clyde Federal Services AM Project Name: KJAXStockton Project No.8054JAUOAIK <br /> Well Number and Location: 8-6 northwest of former UST excavation Elev. and Datum: d <br /> Drilling Agency: EN PROS Driller. Dennis Siligo Date Started: 06/01/95 4 <br /> Date Completed: I <br /> Drilling Equipment: GEO PROBE 5400 Direct Push Technology(DPT) Total Depth: 26' <br /> Drilling Method: DPT Drill bit: 11/4' Sampler Probe-Drive Sampler <br /> Water First Compl. 24 HRS <br /> Size and Type of Casing: NAILevel: NA <br /> Type of Perforation: NA From: ft To: 1t No. of I Dist. Undist.! <br /> Size and Type of Pack: NA From: it To: <br /> Samples g 6, <br /> Logged by: <br /> Seal: ft Checked by: <br /> neat cement grout mixture From: 0 It To: 26 it B. Loskutoff R. Fagerness <br /> . d m <RM<oGv MONITORING WELL <br /> m ` LITHOLOGIC DESCRIPTION cONSTRUOnON oo REMARKS <br /> 0'-SILTY CLAY,very dark brown, dry,stiff,moderate CL Start 0850 <br /> 1 plasticity DPT to desired <br /> sample intervals, no <br /> cuttings generated <br /> 2 <br /> _ 3 u <br /> 4 4 <br /> 5 0 5'-SANDY CLAY, light brown, dry,firm, 15%very fine CL 5 to T ® 0855 <br /> to fine grained sand <br /> 6 � HNu=0 I <br /> I <br /> 7 1 B-6-1 j <br /> 8 <br /> 9 <br /> 10 ML 10 to 12' 0900 <br /> ® 10'-CLAYEY SILT, light yellow brown,dry,firm to stiff <br /> 30%clay <br /> 11 HNu=O <br /> I 12 2 862 <br /> t <br /> 13 <br /> 14 <br /> 15 105 <br /> � 15'-16'-SILTY SAND, light brown, moist, medium 15 to 17' 0 09 <br /> dense,very fine to fine grained sand, tenseM 1 <br /> 16 HNu=0 <br /> 17 3 8-6-3 <br /> 17 to19' @09112 <br /> I <br /> 18 HNu=0 <br /> Field Log of Boring B-6 Page 1 of 2 <br />