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r SOIL DRILLING LOG SD- 2,907-�Z <br /> NaLY?o <br /> Page i of 2 <br /> Geologist Matt Haako <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT NeunMer&Beardslee/Wmins LOCATION _ 4555 North Pershing,Stockton.California _ <br /> TOC ELEVATION 7.74 ft. (MSL) DATE(S) 11/5/92 TOTAL DEPTH 40.0' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 <br />' SAMPLING METHOD Ca.Modified Split Spoon SUBCONTRACTOR&EQPT Gress DrillinS/B-53_ _ <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO Q=First ATMer <br /> MEMO <br />' Penetration <br /> Results to Borehole Abandonment/ <br /> .� S Well Construction <br /> Soil Descnpbon c Details <br /> A Blows �, , g Color,Texture,Moisture,Fw <br /> (,"�^{^ y h Q O U Traffic Rated <br /> FloVault Box <br /> 0'-0 5' Concrete CL Locking well <br /> 0 5'-5 O'SILTY CLAY (0,10,40,50), <br /> dark brown(10YR3/3),very plastic,stiff, cap <br /> slightly moist. <br /> 25 <br /> 5-16-19 35 <br /> 50 5 0'-27 5'CLAYEY SILT (0,5,63,32), ML 2 inch diameter <br /> 0 brown(IOYR4) medium plastic,stiff to plank PVC 40 <br /> o <br /> hard,dry 8h Y <br /> r 7.S <br /> -- 100 7-18-22 40 <br /> Hydrated <br /> 0 Portland <br /> Cement <br /> 125 <br /> 1 <br /> 150 12-18-35 53 <br /> I01863 8 mctt diameter <br /> 101864 0 borehde <br />' AT 17 0' SANDY SILT (0,30,50,20), <br /> 17.5 brown(7 5YR5/3),non-plastic,very fine <br /> sand,soft. <br /> D QFC` <br /> 20010-15-20 37 200 SAULIUS V N <br /> -; <br /> See Following Page. GERMANAS <br /> ,kns ,�1 � <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER 9�, <br />' TITLE ,o r- Sac a-r, G ctaS c i <br /> TITLE <br />