Laserfiche WebLink
1 <br /> HPDRe Drilling Log Location Sketch <br /> ENVIRNMENTAL Boring # B-4 <br /> TECHN=LOGIES, INC Well Number MW-2 _ <br /> 2394 Manner Square Drive Suite 216 page 1 of 2 <br /> Alameda California 94501 <br /> ' CLIENT _ <br /> Central California Traction Com an e•4 <br /> SITE <br /> 1645 Cherokee Lane Stockton CA 95205 <br /> DRILLING DATE DRILLING COMPANY <br />' Jul 14/Aug 28-9 2000 Trans lobal Environmental Geochemistry <br /> INSPECTOR DRILLER WELL MATERIALS SLOT SIZE SAND PACK <br /> Lori Duncan Jason Flinders PVC 001 2116 <br /> LOGGEDBY DRILLING METHOD BOREHOLE DWMETER WATER LEVEL <br /> GROUND WATER MEASUREMENT <br />' Cynthia P Avakian 5trat robe 2" ENCOUNTERED AT FROM <br /> F N/A <br /> GRILLINGEQUIPMENT REFUSAL --42' Ground Surface <br /> NIA 71 no <br /> m <br /> E g o <br /> C a) <br /> U J <br /> a r- v <br /> J= d 4 a- U — t:; L co <br /> CL <br /> o a0 j Sample Description <br />' 0- <br /> 3- <br /> 6 - <br /> 9- <br /> - <br /> 36 9 <br /> 0740 60% ML Dark grayish brown (10 YR 412), very fine sandy sift,firm, dry <br /> 12 <br /> 15 0800 80% ML Dark grayish brown (10 YR 412)to yellowish brown (10 YR 314), very fine <br />' — sandy silt, firm, dry <br /> 1$ <br />' 0825 95D/0 ML Grayish brown (10 YR 512), very fine sandy silty, firm, dry <br /> 21 <br />' 24 <br /> 0840 40% — ML Brown (10 YR 413), very fine sandy silt,firm, dry <br />' 27- <br /> 30-0855 <br /> 7 30 0855 65% — <br /> ML Dark grayish brown(10 YR 412), very fine sandy silt, firm, dry to grayish <br /> brown(10 YR 512)clayey silt,firm, somewhat plastic <br />' 33 <br /> Comments — <br />' Submitted soil and grab ground water samples for TPH as gas,TPH as diesel, and five fuel <br /> oxygenates analysis <br /> Submitted ground water samples for TPH as gas,TPH as diesel, 1,2-DCA, EDB, and five fuel <br /> oxygenates analysis <br />