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z - <br /> • DRILLING LOG I s�D W <br /> SOIL <br /> McLaren Environmental En ineenn ----, <br /> Sam1: er: A. PhIILLI'�P,g <br /> 2111 PROJECT SEI3ASTIANI VINEYARDS LOCATION 4614 %V TURNER RD., L <br /> 001, CA <br /> ELEVATION 14.22' MONITORING pEVEC 'HNu <br /> SA).1PL1NG DATES) 5-24-89 <br /> SAMPLING METHOD HgA START 14150 _ FINISH 1630 <br /> MEMO A!]DITIONAL WELL CONSTRUCTION DETAILS gIN REPORT ITEXTNT BEYLIK DRILLING Cp, <br /> SOIL SAh4P3.ES ARC! III", IR-THIO <br /> •ARBITRdFIY OATt�t4 OF x0. <br /> Penetration <br /> r ------- � <br /> Results a <br /> >� m T7i i5 <br /> o <br /> rn <br /> gBlows `5.@ a a m � 5011 Description 2.2 � E <br /> a. g c E© - Color,Toxlure, bioiatura,Etc, a'a a N Wall Construction <br /> m om — N T m N 6 Dataifs <br /> U <br /> Brown(10 YR 5.3)sand, <br /> rounded,rrroderatelY sari ad. SP r <br /> 5' 7.7-8 3.5`• 1.4 Very fine grained,dry. Neat cement <br /> grout <br /> B.S.. Grayish brawn(IoYR 5121 <br /> 10' 16.26-26 10.01 2.4 silly clay.Stift,medium CL 9' <br /> plastic,Iriable, moist. 8entonile <br /> 12' <br /> 110111 t5' 18.26.32 S/6)Yellowish brown V 0YR 2'O Sch.40, <br /> 15.0' 20829 1.8 PVC,0.02' <br /> sandy clay,fi:m, slightly CL <br /> Plastic, brittle, moist. slat well <br /> screen <br /> 20' 12.18.31 20.0' <br /> 1.6 Clementina <br /> #3 sand <br /> Dark yellowish brown(10YR <br /> 416)clayey sand,poorly <br /> 23.5• sorted,rounded,varySc <br /> 25' 17- fine <br /> 22�I0 24.5' 1 8 grained,saturated 6 , <br /> Borehole <br /> 30' 7.50 <br /> 28,51- Pale brown(10YR 6r3)silly 28.0' <br /> 30.0' ` <br /> r 5' 2.6 clay,soft,medium plastic, CL .. _. =, Bonlonito <br /> elas.ic, <br /> e - <br /> -- — ----- _ -- — <br /> SIGN RE OF Fi S ERVISOR. <br /> SENIORGEOLOCIST Ste•' EQF�EVIEWE <br /> T1TL!_ <br /> TIE CALIFORNIA C.E.Q. 1.04 <br /> TL <br />