Laserfiche WebLink
BORING NO SB- 2 <br /> r W � <br /> WU'j m_ K X <br /> z a z I - DRILUNG REMARKS L) � FIELD GEOLOGIST C DATE BEGAN 1 <br /> = Q m o w CHECKED BY s DATE FINISHED _l3�211 � <br /> d m w m 1, 0 v APPROVED BY <br /> W a W TOTAL DEPTH 64 5 ft <br /> 0 <br /> P <br /> DTill E <br /> SILTY CLAY, grayish black slightly moist, stiff to very stiff, high plasticity <br /> 23/48 d <br /> SANDY SILT pale yellowish brown to moderate yellowish brown, slightly <br /> 5 moist medium stiff nonplastic 40% very tine sand, 60% slit <br /> White chdoehala material I N <br /> precipitant ml SILT becomes very stiff to hard sand content decreaass but becomes <br /> courser grained with abundant rootlets at 8 <br /> 10 2_1 <br /> 40/60 <br /> SAND content Increases at 12'-13 vary fisc Band 1 <br /> No odor Poorly Graded SILTY SAND moderate yellowish brown slightly moist. <br /> sm medium dense, fine grained 150 <br /> 15 -2 <br /> 80/60 SILT W/SAND, pale yellowish brown to moderate brown slightly molal, <br /> stiff to very stiff nonplosti 15 to 20% very fine sand some rootlets <br /> 20 2_3 White precipitant in rootlets SAND content increases at 20 <br /> 52/60 from 20 to 24 <br /> ml <br /> SILT becomes very stiff to hard moisture increases. sand content <br /> 25- 2-4 decreases, rootlets are block <br /> 48/60 <br /> SAND content Increases at 27 becoming medium stiff <br /> 29 S <br /> 30 2-5= JIM Poorly Graded SILTY SAND, moderate brown moist, medkrm dense <br /> 36/60 am fine sand, 4OX silt 60% sand <br /> 320 <br /> SANDY SILT pole yellowish brown slightly moist to moist, still slight day <br /> froctlan low plasticity, line Bond approximately 30% 6871 silt <br /> 35 <br /> ml <br /> 53/BD <br /> SAND content increases at 38 <br /> 395, <br /> 40 2_g Poorly Graded SILTY SAND, moderate yellow to moderate brown, moist, <br /> 30/60 ern medium dense to dense fine grained <br /> 425 <br /> SANDY SILT, moderate yellowish brown to pale yellowish brown slightly <br /> moist to moist medium stiff to stiff nonplastic 25%vary fine sand <br /> ml 75% slit, <br /> 45 Interbeds of tSILTY SAND from 44 to 48 <br /> 41/80 48 <br /> 0 <br /> No odor <br /> Well Graded SANG variegated to pale green gray to light olive brown <br /> most loose to medium dense fine to course grained <br /> 50 2-7-- <br /> 21/60 sw <br /> Sand becoming poorly graded at 52 5' 54.0 <br /> SANDYSILT moderate ydlowieFe brown to pale yellow brown moist <br /> 55 medium stiff to stiff nonplastic, fine sand, minor day <br /> 60/60 fraction appears at 56' to 59 <br /> ml <br /> 60 <br /> SAND content increases at 81' 63 0 <br /> 42/60 Poorly Graded SILTY SAND, moderate brown, moist to very moist medium <br /> No odor a i dense fine grained micocaaus, becoming coarse grained at 64 - silt <br /> -8 <br /> 6S TOTAL DEPTH 645 FEET <br /> 70 <br /> DRILLER Van Leonard PAGE i OF 1 <br /> DRILLING CO Spectrum Exploration Inc <br /> DRILLING METHOD Hollow Stem Auger, 6" O D 3--1/4" 1 D With 2-1/2" 1 D Continuous Core Barrels <br /> SAMPLING METHOD 2-1/2"XIS" California Modified Split Spoon Sampler <br /> LOCATION Van Den Bergh Foods Co. Stockton, CA <br /> PROJECT NO 763543 02060000 <br /> INTERNATIONAL <br /> NOLOGY <br /> PRAWN BY BJ ICHECKED BY 0--tv N I FILE NAME & Tr',CI'IORATIO <br /> DATE 11-3-95 APPROVED BY <br /> DISK NUMBER VD9-SB-2/VDB2 CORPORATION <br />