Laserfiche WebLink
�., PROJECT: FORMER VERNALIS PUMP STATON LO of Boring N <br /> Vernalis, California g g O. ASB-8 <br /> BORING LOCATION: N:6334175.03; E:2051572.63 ELEVATION AND DATUM: <br /> Not surveyed;datum is ground surface <br /> -� DRILLING CONTRACTOR: GreggDrilling&Testing, Inc. DATE STARTED: DATE FINISHED: <br /> 99 g g' 10/28/03 10/28/03 <br /> r- 3. DRILLING METHOD: Hollow-stem auger TOTAL DEPTH(ft.): MEASURING POINT: <br /> 40.0 Ground surface <br /> - DRILLING EQUIPMENT: Marl M5T DEPTH TO WATER(ft.)I FIRST I COMPL. <br /> 35.0 NA <br /> += SAMPLING METHOD: SPT split spoon sampler[18"x 1.5"1&[24"X 1.5"] LOGGED <br /> R. Nelson <br /> HAMMER WEIGHT: NA DROP: NA <br /> RESPONSIBLE PROFESSIONAL: REG.NO. <br /> Y.Hashimoto CA 782 <br /> SAMPLES I C0 - DESCRIPTION <br /> 11 m m m �z E NAME(USCS): color,moist,%by wt.,plast.density,structure, REMARKS <br /> a z E ori o w a cementation,react w/HCI,geo.inter. <br /> f mi E3 Surface Elevation: Not surveyed <br /> SANDY SILT(ML): light olive brown (2.5Y 5/4),dry,60% <br /> o fines,40%fine to medium sand,nonplastic;firm <br /> 0 OVM=Thermo <br /> Environmental Instrument <br /> N <br /> MINIRAE.40 calibrated <br /> 1 with 100 ppm isobutylene <br /> J 2 standard. <br /> T70%fines,30%fine sand <br /> 0 — <br /> 3- <br /> 4- <br /> 5- <br /> 0 450 _ <br /> -J } 6 - <br /> 0 <br /> 7 _ <br /> Y.�. <br /> 8- <br /> T60%fines,40%fine sand <br /> g 0 <br /> 10 a <br /> m <br /> NA <br /> a 0 - <br /> ? ' 11 <br /> 12 _ <br /> 0 <br /> T hard <br /> 13 <br /> J. .. 14 0 <br /> 15 <br /> 3:. OA KBORW(REV.3100) <br /> Geomatrix Consultants Project No.5011.003 Page 1 Of 3 <br /> t:� <br />