Laserfiche WebLink
PROJECT: BURNS- POMBO PROPERTIES <br /> Tracy, California Log of Boring No. GMX-11 <br /> BORING LOCATION: 200 feet northwest of GMX-10 ELEVATION AND DATUM: <br />' Not surveyed <br /> ' <br /> DRILLING CONTRACTOR: Precision Sam DATE STARTED: DATE FINISHED: <br /> Sampling,9. Inc. 9/23/99 9/23/99 <br /> Dpush TOTAL DEPTH: MEASURING POINT: <br /> DRILLING METHOD: Direct <br /> P 16 feet Ground surface <br /> DRILLING EQUIPMENT: XD-3 DEPTH TO WATER: i FiR 13 feet COMPNA <br /> SAMPLING METHOD: Enviro-core sam lin s LOGGED BY: <br /> P 9 system(3 ft. x 1 5/8 in.� L.B.Jorstad <br /> HAMMER WEIGHT: NA DROP: NA RESPONSIBLE PROFESSIONAL: REG.NO. <br /> D.A.Zemo CEG 1747 <br /> _ . SAMPLES <br /> m_ DESCRIPTION <br /> dm a a Q n NAME(USCS Symbol):color,moist,%by weight.,plasl.,consistency, structure,cementation,react.WHO.geo.inter. REMARKS <br /> Q v E Z E o ci a <br /> ' rn to m o Surface Elevation: Not surveyed <br /> SILTY SAND with GRAVEL (SM) Upper 2.5 feet logged <br /> Pale brown (10YR 6/3), moist, 70%fine to coarse sand, 15% using soil cuttings <br /> 1 fine gravel, 15% medium plasticity fines, contains asphalt extracted from core <br /> debris barrel. <br /> ' 2- <br /> 3467 3- <br /> 4- <br /> 6- <br /> 7- <br /> LEAN CLAY with SAND (CL) <br /> Brown (10YR 4/3), moist, 80%fines, 20%fine sand, medium <br /> ' g plasticity, firm <br /> Soft <br /> 9 <br /> 10 <br /> ' 11 <br /> GMX <br /> 12 11-12.0 <br /> ' 13- <br /> 14- SILTY SAND (SM) <br /> Brown (10YR 4/3), wet, 85%fine to coarse sand, 15% low <br /> plasticity fines <br /> 15 B-1(12/95) <br /> Project No. 5650 Geomatrix Consultants Figure --- <br /> s:\5650\logs\_gmx_11_01.ai <br />