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AA SOIL DRILLING LOG #e/Q- # Mw-10 <br /> _ Page? Of 1 <br /> IL McLaren Environmental Engineenng Sampler P PHILLIPS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 14 24' MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 6-1-89 START - 1410 FINISH 1630 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EOUIPMENT SEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT MOBILE DRILL B-61 <br /> SOIL SAMPLES ARCHIVED; <br /> 'ARBITRARY DATUM OF 20' <br /> .. Penetration Q.. <br /> o Results cin <br /> o a <br /> CO `m m w Sod Description m - Well Construction <br /> a Blows LL E m o- m n Color, Texture, Moisture,Etc c N a <br /> O e3n 6"-6"-6» men c m - z m e� Details <br /> U) 2 Z5 C'3 U) <br /> Very dark brown (10YR 212) <br /> silty sand, sub-rounded to <br /> 4 0'_ rounded, well sorted,fine SM Neat cement <br /> $, 8-10-9 5 5' 1 a grained, moist grout <br /> 10' 7-16-23 105, 1 4 Bentonite <br /> Pale brown (10YR 613)clay, 11' <br /> firm, friable, non-plastic, CL 12' <br /> moist <br /> 2"0 Sch 40, <br /> 14 0'- PVC, 0 02" <br /> 15' 7-12-27 15 5' 20850 24 slot well <br /> screen <br /> Clementina <br /> 4 (6119189) D #3 sand <br /> 19 0'- ark yellowish brown (10YR <br /> 20' 23-29-34 20 5' 32 4/3)sand, sub-rounded to <br /> mended, moderately sorted, SW 6 5/8"0 <br /> very fine to medium grained, _ Borehole <br /> saturated <br /> i 1 <br /> 24 0'- 24- <br /> -25' <br /> 4-25' 29-36-39 25 5' 30 25' <br /> Bentonite <br /> Light yellowish brown(10YR P/" <br /> 6/4) sandy clay, very soft, CL <br /> 29 5.- plastic, waxy, very moist to <br /> 30' 3 7 31 0' 3 2 0 dry <br /> . 31' TD <br /> SIGNATURE OF FIELD SUPF-HVISOR SIGNATRE REVi R <br /> SENIOR GEOLOGIST CALIFORNIA C E C 1404 <br /> TITLE TITLE <br />