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1 SOIL DRILLING LOG # D-- MVVS <br /> # D . 24903-24904 <br /> C � Page 1 of 2 <br /> LGeologtst Matt Hatilto <br /> SIGNATURE OF GEOLOGIST <br />' PROJECT _ Neumiiller&BeardsledWimins LOCATION 4555 North Pershing,Stockton California <br /> TOC ELEVATION 7.59(t. (MSL) DATE(S) 11/4/92 TOTAL DEPTH 410' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 26-41 <br />' SAMPLING METHOD Ca.Modified Split Spoon SUBCONTRACTOR&EQPT Greer Drilling/B-53 <br /> PERCENTAGE ORDER: (GRAVEL,SAND,SILT,CLAY) MEMO SZ first Water <br /> MEMO <br />' Penetration <br /> Results a Borehole Abandonment/ <br /> _ S WellConstrnctloa <br /> y � 's' � SoilDesch $ � � <br /> 1 a. Blows w f Color,Texture,Morshue,Etc ' Details <br /> t r i 5-.6--6- m r4O Traffic Rated <br /> U Vault Box <br />' 0'-0 75'Asphalt <br /> 0 75'-5 O'SILTY CLAY (0,10,40,50), CL Lacking well <br /> dark brown(10YR313),very plastic,stiff, cap <br /> slightly moist. <br /> 25 <br /> 12-19-26 45 <br /> —50 5 0'-32 O'CLAYEY SILT (0,5,63,32), ML 2 inch diameter <br /> 0 brown(10YR4/4),medium plastic,stiff to blank sch 40 <br /> hard,dry to slightly moist PVC <br /> i 75 <br /> - 100 7-15-19 34 <br /> Hydrated <br /> 0 Portland <br /> Cement <br /> 125 <br /> 150 9-17-35 52 <br /> 103377 8 inch diameter. <br /> 103378 0 borehole <br />' At 17 0'SANDY SILT (0,30,50,20), <br /> 17 5 brown(7 5YR513),non-plastic;very fine <br /> sand,soft <br /> 200 12-20-29 49 200 AULIUSAS <br /> See Following Page GERMANNo 5320, <br />' k�L N Exp.Joe 341994 <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER <br />' C. <br /> TITLE T U:, "•>t A 5 S a c A ri r1 s csr+r• F C p1.�F0 <br /> TITLE <br />