Laserfiche WebLink
1 <br /> HYDRO Drilling Log Location Sketch <br /> ENVI NMENTAL Boring # B-6 <br /> TECHNOLOGIES, INC <br /> Mtai <br /> Mariner Square Drive Suite 1 Page <br /> Ala 1 of 2 <br /> Alameda California 94501 <br /> ' <br /> CLIENT <br /> �� <br /> Central California Traction Com an <br /> SITE <br /> 1645 Cherokee Lane Stockton CA 95205 <br /> DRILLING DATE DRILLING COMPANY 9 5 <br /> ' <br /> July 14 2000 Trans-global Environmental Geochemistry <br /> INSPECTOR DRILLER WELL MATERIALS SLOT SIZE SAND PACK <br /> Lori Duncan Jason Flinders PVC 001 <br /> LOGGED BY DRILLING METHOD BOREHOLE DIAMETER WATER LEVEL <br /> GROUND WATER Cynthia P Avakian StratprobENCOUNTEREDAT <br /> MEASUREMENT <br /> FROM <br /> FIELDSCREENING DRILLING EQUIPMENT REFUSAL 46' Ground Surface <br /> NIA SP-1 no <br /> a> c <br /> E o 0 <br /> _ J <br /> E <br /> 43 2 U <br /> E <br /> QCLSample Description <br />' 0 <br />' 3- <br /> 69 6 - <br /> 9- <br /> - <br /> 1105 45°/D ML Dark yellowish brown (10 YR 314), very fine sandy slit,firm dry, somewhat <br /> clayey <br />' 12 <br /> 15 1115 45% ML Dark yellowish brown (i 0 YR 314), very fine sandy silt, somewhat loose <br />' and clayey <br /> 18 <br />' 1130 60% ML Dark yellowish brown (10 YR 314), very fine sandy silt, somewhat loose <br /> 21 and clayey <br />' 24 <br /> 1:45 90% ML Dark yellowish brown (10 YR 3/4),very fine sandy silt, somewhat moist?, <br />' 27 firm <br /> 3o- 1200 75% <br /> ML Dark gray(10 YR 411)to dark yellowish brown (10 YR 314),sandy silt, <br /> firm, somewhat clayey <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 /> 1 <br />