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t <br /> Boring & Well Construction Log Kennedy/Jenks Consultants <br /> BORING LOCATION GW-22 <br /> Field V19 Southwest Will Name DRILLING COMPANY DRILLER <br /> Woodward Drilling Inc. C. Nolan protect Name Sutter Home Winery <br /> DRI W14G METHOD(S) DRILL BRCS)SIZE <br /> Hollow Stem Auger Wndlcutter, +ncnauger Project Number 0865005.07 _ <br /> ISOLATIONCASING FROMTo Fr. ELEVATION AND DATUM TOTAL DEPTH <br /> n/a n/a n/a 6.06 ft AMSC 15.0 ft.b s <br /> BLANKCASING FROM TO FT' DATE STARTED GATE COMPLETED <br /> 2-inch.SCH PVC +2 5 11/6/13 11/6/13 <br /> SLOTTEDCASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> 2-inch.SCH PVC-0.010 Slots 5 15 -0.33 ft.AMSL 2242713.600 <br /> SIZE AND TYPE OF FILTER PACK FROM TO Fr' LOGGED BY EAST <br /> Cemex#2/12 4 15 M.McLeod 6295044.100 <br /> SEAL <br /> FROM TO <br /> Cetco Pure old`Medium Bentonite Cbi S 2.5 4 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO Drive Samples ❑SURFACE HOUSING <br /> Neat Cement 0 2.5 ®STAND PIPE 2-5 FT. <br /> SAMPLES WELL CONSTRUCTION <br /> type Remwry P°A°tr' De Shand pipe L�5 UNdogy Cabs SAMPLE DESCRIPTION and DRILLING REMARKS <br /> &Ne. (Few) alveile• IF") Well cap - <br /> 10YR SANDY SILT(ML GRAYISH BROWN TO 1 FT., <br /> 1.5 .GRADING TO PALE BROWN AND LIGHT BROWNISH <br /> Neat Cement lora GRAY,—30-50%FINE GRAINED SAND,—7050%NON <br /> ML era PLASTIC FINES,SOFT,DRY TO MOIST,TRACE <br /> 1 1erz ROOTS <br /> Blank Casing __ ___ ____ _ ____ <br /> Bentonite Seal , ;'• SILTY SAND(SM YELLOWISH BROWN OVERALL <br /> 1 —70-80%FINE GRAINED SAND,—30%NON PLASTIC <br /> SIM • •�'•. FINES,WET <br /> Sz <br /> I• •�. <br /> 5 ;Y,y:• POORLY GRADED SAND(S YELLOWISH BROWN <br /> 1.5 OVERALL,—100%FINE GRAINED SAND,VERY <br /> DENSE,WET <br /> 10YR <br /> 1.5 11/14/2013 — <br /> Filter Pack SP 8 FT.SOME SAND HEAVES INTO AUGERS <br /> 1.5 <br /> 10 <br /> i <br /> 1.5 __ ----- <br /> SILT TO CLAYEY SILT(ML}-�GHT YELLOWISH <br /> BROWN WITH STREAKS OF WHITE,VERY STIFF, <br /> Slotted Screen 10YR LOW TO NO PLASTICITY,MOIST <br /> 0 614 <br /> ML 16L (11,5-13 FT.,RECOVER HEAVED SAND IN SAMPLER-PROBABLY SAMPLED FROM AUGERS) <br /> a <br /> w <br /> i0.5 (1314.5 FT.,RECOVER 0.5 FT.OF SILT IN TIP OF <br /> x N S 1 SAMPLER) <br /> 'n 1.ALL CONTACTS APPROXIMATE <br /> 'A 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE MUNSELL SOIL COLOR <br /> CHARTS(KOLLMORGEN INSTRUMENTS CORPORATION,1990) <br /> 4.SOIL CLASSIFIED IN ACCORDANCE WITH THE UNIFIED SOIL <br /> w CLASSIFICATION SYSTEM,ASTM D-2488-93 <br /> N <br /> Z <br /> F <br /> U - <br /> C <br /> r <br /> N <br /> C <br /> O <br /> U <br /> W <br /> 3 <br /> a <br /> z <br /> z <br /> rc <br /> O <br /> m <br /> F-00.1 <br /> (6-11T)(aae)(8-9D) SHEET 1 OF 1 <br />