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SOIL DRILLING LOG #��D- # Mw-2 <br /> Page of <br /> L McLaren Environmental Engineenng Sampler- P PHILLIPS <br /> s <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 14 65' MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 5-15-89 START 1515 FINISH 1800 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT, IR-TH10 <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration a <br /> d r Results p S C' a <br /> m m m g Soil Description z 2 2 cn Well Construction <br /> .0 Blows �LL E m Color, Texture, Moisture,Etc = m m -6 Details <br /> a. Z !\ t./ VJ <br /> Dark yellowish brown (10YR <br /> ML <br />'f 3/4) clayey silt, moist Neat cement <br /> 5' <br /> 8-14-14 3 5'- 22- grout <br /> so, 40 <br /> Dark brown (10YR 3r3) silty <br /> . sand, rounded,well sorted, SM <br /> as,- 1 2 line grained, most 9' <br /> 10' 6-6-7 100, <br /> Bentonite <br /> 11' <br /> Brown (10YR 5/3)silty clay, 12, <br /> firm, slightly to non-plastic, CL <br /> 2"0 Soh 40, <br /> 13 5'- fnabia, very moist PVC, 0 02- <br /> 15 7-19-26 15 0' 118064 45 slot wail <br /> screen <br /> Q (6119189) <br /> 18 5'- 4o- Clemantina <br /> 20' 11-11-12 20 0' 66 #3 sand <br /> Light yellowish brown (10YR <br /> 6/4)clayey sand, well SM <br /> rounded, well sorted, very 65/8"0 <br />' 23 5' 60- fine grained, saturated <br /> 25' 11-19-17 25 0' 68 Borehole <br /> i <br />' 30, No le <br /> 1�i k <br /> SIGNATURE OF FIELD UPE VISOR SIG RE REVI R <br /> SENIOR GEOLOGIST CATI RNIA C E G 1444 <br /> TITLE TM-E <br />