Laserfiche WebLink
HYDRO Drilling Log Location Sketch <br /> ENVIRONMENTAL <br /> Boring #: B-4 <br /> TECHNOLOGIES, INC. Well Number: MW-2 <br /> 2394 Mariner Square Drive,Suite 2 " <br /> Alameda. , r ; 945Q1 Page 1 of 2 <br /> CLIENT <br /> Central California Traction Company --* <br /> SITE &'4 <br /> 1645 Cherokee Lane Stockton CA 95205 <br /> DRILLING DATE DRILLING COMPANY <br /> Jul 14/Au 28-9 200 Trans lobal Environmental Geochemistr <br /> INSPECTOR DRILLER WELL MATERIALS SLOT SIZE SAND PACK <br /> Lori Duncan Jason Flinders PVC 0.01 2/16 <br /> LOGGED By ORiLuNGN""OD' BOREHOLEDIAMETER WATER LEVEL <br /> AT <br /> Cynthia P.Avakian Strat robe GROUND WATER TR2MEASUREMENT <br /> n <br /> FIELD SCREENING DRILLING EQUIPMENT FROM <br /> REFUSAL <br /> N/A 3P-1 —42' Ground Surface <br /> O E 16 1 <br /> Q. Q C 2 U <br /> a CL <br /> o a af v U j Sample Description <br /> a <br /> 0- <br /> 3 <br /> 6 <br /> 9- <br /> 0740 60% ML Dark grayish brown(10 YR 4/2),very fine sandy silt,firm,dry. <br /> 12 <br /> 15 D8p0 80% -_ ML Dark grayish brown(10 YR 4/2)to yellowish brown(10 YR 3/4),very fine <br /> sandy silt,firm,dry. <br /> 18 <br /> vax5 95% = ML Grayish brown(10 YR 5/2),very fine sandy silty,firm,dry. <br /> 21 - <br /> 24— <br /> DUO <br /> 124DUO 40% - ML Brown (10 YR 4/3),very fine sandy silt,firm,dry. <br /> 27 <br /> 30 oars 65% <br /> ML Dark grayish brown(10 YR 4/2),very fine sandy silt,firm,dry to grayish <br /> brown(10 YR 5/2)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 />