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, n <br /> SECOR <br /> Inter4ational Incomorated <br /> =EG <br /> Date Drilled Drilling Contractor Project Name Method/Equipment Bonng Number <br /> • GREGG CHEVRON 9-6171 Hollow Stem Auger Mw-9 <br /> 3120101 DRILLING STOCKTON, CA Cal Mod Split Spoon <br /> See"Legend to Logs"for Boring Surface Groundwater Depth(ft) Total i Drive Drop <br /> sampling method, Diam(in) Elev(ft) SZ 35 First Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory S„ 400 140 30 <br /> testis methods <br /> b <br /> Well ° e <br /> Description <br /> Construction v °' <br /> Q � � <br /> TRAFFIC CONCRETE,FILL MATERIAL <br /> RELATED <br /> WELL BOX <br /> d d SILTY SAND (SM) brown,(7 5 YR 4/3)fine-grained sand,loose,slightly <br /> i moist,no odor(0,70,20,10) <br /> GROUT <br /> d d <br /> 4"BLANK 5 4 0 <br /> CASING 6 <br /> A d 7 <br /> V v <br /> 10 4 SAND(SW) brown,(7 5 YR 414)medium-to fine-grained sand,medium 0 <br /> T Y <br /> 7 dense,moist,no odor <br /> P P 14 (0,100,0,0) <br /> A d <br /> BENTO 15 10 CLAYEY SAND (SC). brown,(7 5 YR 4/3)fine-grained sand,medium 0 <br /> SEAL I I dense,slightly moist,no odor(0,70,10,20) <br /> 14 <br /> 4" 20-- 7 CLAYEY SILTY SAND(SM/SC) brown,(7 5 YR 4/3)fine-grained sand, 0 <br /> SLOTTED 10 medium dense,moderately cemented,slightly moist,no odor(0,80,10,10} <br /> SCREEN 11 <br /> The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or <br /> samples obtained during drilling Predominant material types shown on the log may contain different matenals and the change from <br /> one predominant material type to another could be different than indicated Des c on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface condition or times <br /> SCOTT <br /> Project No 077 43512 251 Date REVISED 10/26/01 PR Q, Log of Boring <br /> W GABLE tti <br /> 96171 M9 GPJ N o b35 a Approved by <br /> LOG OF BOREHOLE U1 � ' T Q <br /> � Exp � Figure (sheet 1 of Z) <br /> 95,�0F CAS-�F�P? <br />