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SOIL DRILLING <br /> # Mw"J <br /> DRILLING L®G D• <br /> Page� 1Wa1 _ 2 <br /> McLaren Environmental En ineerin Sampler P. PiilLLf SS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., <br /> ELEVATION 14.01' - MONITORING DEVICE 11"uLODI, CA <br /> SAMPLING DATES) 5.22-89 START 1145 <br /> SAMPLING METHOD CONTRALTOR & EQUIPMENT N <br /> HSA SLIBBEYLIK DRILLING Co. <br /> MEMO ADDITIONAL WELL CONSTRUCilop DETAILS IN REPORT TEXT; <br /> "ARBITRARY DATUM OF 20' IR-T1�10 <br /> ^ Penetration a^ <br /> Resultso E. o rn m <br /> 0 <br /> M Q m C 2 m E Soil Description m <br /> 'FL=' Blows aro a a t ro Wall Construction <br /> m a u_ E $ Color,Texture,Maisture,Etc. c'h oco <br /> ❑rn 6"6`8" c 1O c v z H m -6 Details <br /> Very dark brown(10YR 2)2} <br /> silly sand,well rounded,well <br /> SM <br /> 5' 7-6-5 3.5'- sorted,very fine grained, ti Neat cement <br /> D.6 moist. grout <br /> Y6110wish brown(1 OYR 5/6) <br /> silly c <br /> 8.5_ lay,firm,non-plaslia, <br /> 9' <br /> IC' 9-8-24 10.0' 1.4 friable, moist. <br /> Yellowish brown(10YR 5/4} Bentonite <br /> clayey sand,well rounded, 11 <br /> SC <br /> oderately sorted,very fine 12 <br /> grained,very moist. <br /> 13.51- 1.6- <br /> 2"0 Sch.40, <br /> 15' 6.27-27 15.0' 20815 1,8 Light brownish gray(10YR PVC,0.02- <br /> 6/2)sandy clay,sflgMry slat well <br /> plastic,soft,very moist 10 CL screen <br /> saturated. <br /> (6119/69) <br /> 0' 16-21-34 20.0' 0.6 Yellowish brown(10YR 516) Clementine <br /> silty sand,well rounded #3 sand <br /> poorly sorted,very fine 3M <br /> grained,saturated. <br /> z;. <br /> 25' 16.21-27 25.0' 0.6 Light yelbwish brown(10YR 6 5/8"0 <br /> 614)sandy day,very stiff, CL ; borehole <br /> highly plastic, moist. <br /> Grayish brown(10YR 52} <br /> .. ___-- 28.5'- c:ay...ffrm'slightly. <br /> plastic; _ Bentonite <br /> 30' 10.21.44 30.0' 1.4 elastic, moist. <br /> SIG ATURE OF IEL 5 PER I RCLGZ(�L� <br /> _- SENIOR GEOLOGIST slGl�( ruRlr EvrlrwF: <br /> TIP_E TITLE CA[•EFORNIA C.E.G. 1404 <br />