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WE61;+,_, PAGE 2 OF 2 <br /> WESTERNGEo-ENGPvEERS BORING MW-6 <br /> DATE DRILLED 2121-22189 <br /> BORE HOLE LOG ' SAMPLE INTERVAL <br />• WATER <br /> PROJECT REGAL 0603 GEOLOGIST SURFACE 9 as <br /> Thomas Niven ELEVATION <br /> LOCATION 6425 Pacific Ave, Stockton CA DRILLER TOTAL DEPTH 65 feet <br /> 8111 Hogate Jr <br /> DRILLING CONTRACTOR DEPTH TO CASING 4' PVC/65 <br /> Hogate Exploration Drilling Co WATER 50 -53' <br /> REMARKS Hand held PID used to screen Noll samples pieced In mason Jars PID calibrated with a 50 pp <br /> pasoline standard Elevations measIred from WEGE datum (SW corner of tank pad}and tied <br /> into elevations tram USGS topographic map <br /> ~ a F CO O <br /> Lv Z C <br /> Ld <br /> 3 o CORE DESCRPTION REMARKS <br /> W Cr <br /> © cn m n Cr <br /> 2'-3' of asphalt surface = - <br /> CH Dark brown sandy clay with silt no odor <br /> $ 12128 O/JAR ML Med brown silt tr clay <br /> 10 41111 0/JAR <br />•1 15 8113 O/JAR gradedrsand brssilt mod-coarse well <br /> 20 2D6 12115 340/JA <br /> 25 14/17 1461JAR no odor <br /> 30 MW6 24138 1051JA <br /> 30 <br /> 35 8116 1551JAF ML Med brown clayey silt tr fine sand no odor <br /> 40 15117 170/JAR CL !clod brown silty may It fine sand <br /> . a,rWA - - - ­,,. slight odor <br /> 40 45 111 1 n <br /> 50 MW4 17127 66lJAR SP Orange brown fine-mod poorly grded mod odor <br /> 50 clayey Nand with slit <br /> 55 8110 40/JAR SP dDark gr s�1mod-coarse poorly grded slight odor <br />