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LFr <br /> W > <br /> BORk. �G NO. SB-2 <br /> w m LU <br /> a z rn DRILLING REMARKS U D FIELD GEOLOGISTJ� ( rf DATE REGAIN x/21/95 <br /> = Nw" 90 0 a CHECKED BY DATE FINISHED 8/21195 <br /> uj Q as a) w APPROVED BY <br /> o TOTAL DEPTH Ihh54.5 ft. <br /> I RIP T <br /> Z3/48 SILTY'CLAY; <br /> grayish black, slightly moist. stiff to very stiff. high plasticity. <br /> 5 SANDY SILT; pole yellowish two— to moderate yellowish brown, slightly f <br /> molst;,medium'stiff, nonplastf4 4OX very line sand. BOX act, <br /> 35/60 !l <br /> White chdochate material. I <br /> predpftant. mi SILT becomes vjwy stiff to hard. sand content decreases but becomes <br /> coarser groinsd:iwith abundant rootlets at 8' <br /> 10 =2-1= 1 <br /> 40/60 �� lip 5 <br /> No odor. E111SANG content increases of 12'-13. very fine sand <br /> 1 . <br /> am Poarly,lGrodad SILTY SAND; moderate yellowish brown, slightly moist <br /> 1 5 — msdWm dense. 'line grained 15.0 <br /> 60/60 SILT W/SAND; pole yellowish brown to moderate brown, slightly moist, <br /> stiff to vary stiff, nanplastk;, 15 to 20% very fine sand. some rootlets. <br /> I <br /> 20 2-3= White precipitant in rootlets SAND content increases at 20'. <br /> 52/60 from 20' to 24. <br /> ml f` <br /> —4 <br /> 25 SILT becomes vsy stiff to hard, moisture he eoses. sand content <br /> decreases, rootlets aro block. <br /> 48/60 Ij t <br /> SAND content leareasss at Zr. becoming medium stiff. <br />' 30 2-5 Poorly,Graded SILTY SANG; moderate brown, moist, medrum dense, <br /> 36/60 sm fine sand 4OX silt. 6016 sand. <br /> it 32.0 <br /> SANDY,SILT; pole yellowlsh brown, 9110tly moist to moist, stiff, slight day <br /> fraction, low pl "asticity, fine and approximately 30.L 68X silt. <br /> E 35 <br /> E 53/60 ml <br /> �} I <br /> I SAND content increases at 36'. <br /> l 39.5 <br /> 40 `2-6 Poorly Graded SILTY SAND: moderate yellow to moderate brown, moist, <br /> 30/60 ern medium dense to dense, fine grained. <br /> I 42.5 <br /> SANDY:ISILT; moderate yellowish brown to pole yellowish broom, slightly <br /> moist to moist. 'medium stiff to stiff, nonplastic. ZSX vary fine sand, f <br /> 45 ml 75X silt. rootlets: I <br /> / Interbods of SILTY SAND from 44' to 48'. <br /> 41/60 l y <br /> i <br /> No odor. 48.0 <br /> "I Graded SAND: variegated to pole green gray to light dive brown, <br /> 50 2— moist, loose to medium dense, fine to coarse grained. <br /> 21/60 s <br /> Sand becoming P''orly graded at 52,5'. <br /> 55 SANDY'SILT; moderate yellowidr brown to Pole yellow brown, moist. <br /> medium stiff to 'stiff, nonplostic, line sand, minor day <br /> 60/60 h=tion'I appears'at 56' to 5g'. <br /> ml �L <br /> 60 I� <br /> 42/60 SAND content inaeoses at 61'. 63.0 <br /> No odor. Poorly Graded SILTY SAND; moderate brown. moist to very moist, medium <br /> um dense. Ane grained, micaceous, becoming coarse grained at 64' — lilt <br /> —6tvntdecrease <br /> 65 . <br /> TOTAL DEP114 64.5 FEET <br /> 70 1 1 1 1 1 1 II G <br /> DRILLER Van Leonard PAGE 1 OF S <br /> DRILLING CO. : Spectrum Exploration Inc. Lt <br /> DRILLING METHOD : Hollow Sterni Auger, 6" O.D. 3-1/4" I.D. Withl 2--1/2" I.D. Continuous Core Barrels <br /> SAMPLING METHOD : 2-1/2X18" California Modified Split Spoors Sampler <br /> LOCATION : Van Den Bergh Foods Co., Stockton, CA. I} <br /> PROJECT NO. : 763543.02060000 <br /> INMNATIONAL <br /> DRAWN 13YI BJ CHECKED BY . t—w 401, FILE NAME k " ! TECHNOLOGY <br /> DATE 11-3-95 APPROVED BY DISK NUMBER vDB—SB-2/VDt32 CORPORATION <br /> �ir <br />