Laserfiche WebLink
SOIL DRILLING LOG SB/MW 24901.24902 <br /> C �' IF <br /> Page i of 2 <br /> L_ Geologist Matt Hanko <br /> �� SIGNATURE OF GEOLOGIST <br /> PROJECT N_eumiller&BeardsleelWiggins LOCATION 4555 North Pershing,Stockon,California <br /> TOC ELEVATION 7.54 ft. (MSL) DATE(S) 1113192 TOTAL DEPTH 40 0' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 <br /> SAMPLING METHOD Ca.Modified Split Spoon SUBCONTRACTOR&EQPT Gregg Drilling/8-53_ <br /> PERCENTAGE ORDER- (GRAVEL,SAND,SELT,CLAY) MEMO Q =First Water 1 =Static <br /> MEMO <br /> Penetration <br /> Results en Borehole Abandonment/ <br /> � c <br /> u S 5 Well Construction <br /> pa (U Soil Description = Details <br /> Blows p pyr a Q a Color,'Texture,Moisture,Etc y R. <br /> 6"-6"-6" a Q > L Traffic Rated <br /> `� r" O v O Vault Box <br /> 0'-0 5' Asphalt <br /> 0 5'-5 0'SILTY CLAY (0,10,40,50). CL Locking wail <br /> dark brown(10YR3/3),very plastic,stiff, cap <br /> slightly moist. <br /> 25 <br /> S 0 7-15-20 35 <br /> 5 0'-27 5'CLAYEY SILT (0,5,63,32), ML 2 inch diameter <br /> o brown(10YR4/4),medium plastic stiff to blank sch.40 <br /> hard,dry to slightly moist. PVC <br /> 75 <br /> too 8-17-19 37 <br /> Hydrated <br /> 0 Portland <br /> Cement <br /> 125 <br /> 150 5-14-21 35 <br /> 103367 8 inch diameter <br /> 103368 0 borehole <br /> l7 5 At 17 0' SANDY SILT (0,30,50,20), <br /> brown(7 5YR5/3),none plastic,very fine <br /> sand,poorly graded,soft. <br /> 200 5-&1 I U17 20 0 <br /> See Following Page <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER <br /> TITLE TITLE <br />