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SOIL DRILLING LOG SB/MW <br /> D # 24905-24 <br /> Page <br /> c _r� e 1 of 3 <br /> La <br /> Geologist: Matt Hanko <br /> �� SIGNATURE OF GEOLOGIST <br /> PROJECT Neumiller&Beardslee/Wiggins LOCATION 4555 North Pershing.Stockon,California _ <br /> TOC ELEVATION 7,29 M (MSL) DATE(S) 11/4192 TOTAL DEPTH 45.01 <br /> MONITORING DEVICE HNu SCREENED INTERVAL 27-42 <br /> SAMPLING METHOD Ca.Modified Split Spoon SUBCONTRACTOR&EQPT T Gregg DrdlinglB-53 <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO 4 =First Water 1 =Static Water <br /> MEMO <br /> Penetration �J: <br /> Results ,p Borehole Abandonment/ <br /> c5 ° Well Construction <br /> R Soil Description c� y Details <br /> Blows was �, ¢ a Color,Texture,Moisture,Etc a <br /> ❑ <br /> 6'-6"-6- n. W 8 > m Traffic Rated <br /> A C4 CO �' �' � v Vault Box <br /> 0'-0 75'Asphalt L�king well <br /> 0 75'-7 5'SILTY CLAY (0,10,40,50), CL cap <br /> dark brown(10YR3/3),very plastic,stiff, <br /> Slightly moist. <br /> 2s <br /> —50 7-8-15 23 <br /> 2 inch diameter <br /> 0 blank sch 40 <br /> PVC <br /> —75 7 5'-22 0'CLAYEY SILT (0,5,63,32), ML <br /> brown(10YR4/4),medium plastic,stiff to <br /> hard,dry to slightly moist- <br /> 100 <br /> oist.100 7-8-13 21 <br /> Hydrated <br /> p Portland <br /> Cement <br /> 125 <br /> 150 6r18.19 37 <br /> 101851 8 inch diameter <br /> 101852 0 borehole <br /> 175 <br /> 200 11-19-26 45 ' <br /> See Following Page <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER <br /> TITLE TITLE <br />