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t SOIL DRILLING LOG SB/MW # MW124902 <br /> # D- 24901- <br /> C Page 1 of 2 <br /> LGeologist Matt Hat o <br /> Hlffl� <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT Neumilier A Seardslee/Winins LOCATION 4555 North Pershing,Stockton California <br /> TOC ELEVATION 7.54 ft. (MSL) DATE(S) 11/3/92 TOTAL DEPTH 40 0' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 <br />' SAMPLING METHOD Ca.Modifted Split Spoon SUBCONTRACTOR&EQPT GreggDrilll -53 - <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO U -Fust WBIOr <br /> MEMO <br /> Penetration <br /> Borehole Abandonment/ <br /> Results S a 06 ,� � S Well Construction <br /> cu <br /> v Soil Description Details <br /> A, Blows w g. Q , Color,Texture,Moisture,Etc 18.5 a <br /> = 6--6--6- rR :n e O U C�3' TVault rafficRated <br /> 0'-0 5'Asphalt <br /> 05'-5 0'SILTY CLAY (0,10,40,50), CL 1-ockmg well <br /> dark brown(10YR3/3),very plastic,stiff, �P <br />' slightly moist. <br /> 25 <br /> L <br /> so 7-15-20 35 <br /> 5 0'-27 5'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 />' 75 <br />' -- 10D 8-17-19 37 <br /> Hydrated <br /> 0 Portland <br /> Cement <br /> 125 <br /> 150 5-14-21 35 <br /> 103367 B uicli diameter <br /> 103368 0 borehole <br /> At 17 0'SANDY SILT (0,30,50,20), <br /> 175 brown(7 5YR5/3),non-plastic,very fine <br /> sand,soft. <br /> ED r'FO <br /> zO <br /> 200 5-6-11 17200 ULIUS V Cha <br /> See Following <br /> Page GERMANAS <br /> s No. 5828 <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER �► 1`� <br /> A S S a A,q-rd C, ul <br /> TITLE TITLE <br />