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SOIL DRILLING LG ,; # D- #- ►� <br /> # D- 24909-24910 <br /> JinanPage 1 of 2 <br /> Geol St. Matt Hanko <br /> • SIGN4Af0!kGEOLOGIST <br /> FTE0CjErLEVXT1ON <br /> Neumiller& Beardslee/Wkzins LOCATION 4555 North Pershing,Stockton California <br /> 7.22 ft- (MSL) DATE(S) 1115192 TOTAL DEPTH 4001 <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 <br /> a <br /> SAMPLING METHOD CModined Split Spoon SUBCONTRACTOR &EQPT GM Dril 53 <br /> PERCENTAGE ORDER (GRAVEL,SAND,SLLT,CLAY) MEMO Q = <br /> MEMO <br /> Penetration 3 Borehole Abandonn=tJ <br /> Results W Q <br /> ° Well Const mcttoa <br /> S� u 3 E Sod Descrtprion Details Blows iS a " a Color.Texture,Moisture.Etc <br /> c y 6 {'*�- cn 8 O v Tnaffic Rated <br /> Vann Box <br /> 0' -0 5' Asphalt <br /> 05 -5 0'SILTY CLAY (0,10 40.50). CL Udan8 well <br /> dark brown(10YR3I3),very plastic,stiff. Cap <br /> slightly MISL <br /> 2S <br /> 50 1219-22 41 <br /> 5 0' -33 0'CLAYEY SILT (05,63,32), Nil- 2 inch diameter <br /> 0 brown(30YR4/4),rnedmrn plastic;stiff to bL k sch.40 <br /> hard,dry to slightly moIsL PVC <br /> 7-5 <br /> 100 5-8-11 19 <br /> Hydrated <br /> 0 Portland <br /> Cement <br /> its <br /> —150 10-33 38 71 <br /> 101873 8 mnrh draameter <br /> 101874 0 borehnie <br /> I <br /> At 17 0' SANDY SILT (0,30,50,20), <br /> 175 brown(7 5YR5/3),non-plastic;very fine <br /> sand soft DO 00 <br /> . 10-zo-2a as "Mus V <br /> zo 0 <br /> See Following Page. 20 0 GEMMS <br /> S W Exp.Jun$34 199{ ` <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER r <br /> F F-G p,��FO <br /> ��N � � A1SOG A;�; G �GSCtcs�+ <br /> TI-ILE TITLE <br />