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r <br /> SOIL DRILLING LG J SB/MW -- 24903-24204 4 <br /> f� Page 1 of 2 <br /> \j�ci. F <br /> C=10gtSL Matt Hanka <br /> rt <br /> SIGNATURE OF GEOLOGIST <br /> PROIEC NeumWer&Beardslee(W1 ns LOCATION 4555 Notch Pershing,Stocirtoa California <br /> TOC ELEVATION 7.59 ft. (MSL) DATES) 11/4m TOTAL DEPTH 410' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 26.41 <br /> SAMPLING METHOD Ca..Modified So1it.Sn00n SUBCONTRACTOR&EQPT Grezz Drti mID -g3 <br /> PERCENTAGE ORDER (GPAVEL,SAND,SILT,CLAY) MEMO y= <br /> MEMO <br /> Penetration <br /> Results ,o a Borehole Abandomn3mt/ <br /> 0 Cho <br /> > $Oil T = .5 Weuconnst45 �mcwe <br /> B1owa r ls <br /> a: ¢ R Color,Textme,Maistm-Etc <br /> cn <br /> 6%6"-6* rz m cn cn dTraffic Rated <br /> U Yawt Box <br /> 0'-0 75'Asphalt <br /> 0 75 -5 0'SILTY CLAY (0,10,40,50), CL L=kmg well ° <br /> dark brown(10YR3/3).very plastic-,stiff. Cap t <br /> slightly moist_ <br /> 2-5 } <br /> —50 12-19-26 45 <br /> 5 0 -32 0'CLAYEY SILT (0,5 63.32), ML 2 rich dmmter- <br /> 0 brown(10YR4/4) medium plasuc;stiff to blank SCIL 40 <br /> hard, dry to slightly nrnst. PVC <br /> 7.5 <br /> 100 7-15-19 34 <br /> Hydrste4 <br /> 0 Portland <br /> Cement <br /> 1zs <br /> —150 9-17-35 52 <br /> 103377 8 mah diameter <br /> 103378 0 borehole <br /> t7S At 17 0 SANDY SILT (0 30.5020), <br /> brown(7SYR5/3),non-plasties very fine <br /> sand,sofL <br /> f,�p�ED C3 F01 <br /> C <br /> • 200 1220-29 49 200 SAUGEFiLLIUS S - <br /> ( See Following Page. <br /> 0 <br /> � to Fm Jtax 30.18141 <br /> SIGNATURg OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER <br /> MITI-ISE �C r.r C J L A,1 S o C Ar-d C,6c-"S C. <br /> TITLE <br />