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Boring &Well Construction Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> Southeast Side of Application Area 4 Well Name MW-6 <br /> DRILLING COMPANY DRILLER <br /> Spectrum Exploration,Inc. T.Sleeper Project Name BTQLC Escalon,Ca. <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> Hollow Stem Auger CME 85 � Ir Project Number 030118.04 <br /> ISOLATION CASING FROM TO Fr. <br /> n/a n/a Na ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. TOC:96.48 ft.AMSL 70.0 ft. s <br /> 4-inch SCH 40 PVC 0.0 53.7 DATE STARTED DATE COMPLETED <br /> SLOTTEDCASING FROM TO FT, 11/17/03 11/18/03 <br /> 4-inch SCH 40 PVC-0.010 Inch Slotted 53.7 68.7 STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT, 38.17 ft.AMSL <br /> Lonestar#2/12 1 52.9 69.1 LOGGED BY <br /> SEAL FROM TO FT. M.McLeod <br /> Pei-Plug 114-inch Bentonite Pellets 52.0 52.9 SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT CME COnrS Core,Mod. 01 SURFACE HOUSING <br /> Neat Cement 1.5 52.0 Drive Sample p STAND PIPE nla FT <br /> SAMPLES o,11 WELL CONSTRUCTION USCS <br /> T_ pk, Penetr. Depq Water tight L'6Mbgy Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> X. (Peery (F� Wel enclosure og <br /> SILTY SAND TO SAND(SM)DARK YELLOWISH <br /> : •f�• BROWN,LIGHT YELLOWISH BROWN,-80% <br /> •t; •:�: FINE-GRAINED SAND,-15%SILT,LOOSE,NO <br /> �• • CEMENTATION,DRY,TRACE ROOTS <br /> 10YR <br /> 4.7 '�'k:�: 10YR <br /> ..l. 614 <br /> SM ;j• '�' <br /> �[• COLOR CHANGES TO DARK GRAYISH BROWN,DARK <br /> 5 :I;$:1i: 100 YELLOWISH BROWN,TRACE ROOTS <br /> 1�1:•'•1• 10YR <br /> 414 <br /> DARK BROWN FRAGMENTS,SCATTERED COARSE <br /> 2.5 -- -- GRAINED SAND,CEMENTED AND DENSE, <br /> \HARDPAN___________________J <br /> 10YR GRADES TO SILTY SANDISANDY SILT(SM-ML) <br /> i 614 LIGHT YELLOWISH BROWN OVERALL WITH VERY <br /> SM- <br /> f�3 DARK GRAYISH BROWN SPECKS,-5% <br /> 1 <br /> ML COARSE-GRAINED SAND,-70-80%FINE-GRAINED <br /> 10 Blank Casing EiJ SAND,-20%SILT,LOOSE,MOIST <br /> 2 SILT(ML)LIGHT YELLOWISH BROWN,BROWNISH <br /> e YELLOW,LIGHT GRAY IN HORIZONTAL LAYERS, <br /> SOFT(CRUMBLES EASILY),NO PLASTICITY, <br /> 0 <br /> MOIST-DRY <br /> w 1.2 <br /> i ML <br /> 0 <br /> w <br /> z <br /> z <br /> w <br /> Y <br /> 15 Cement Seal -- ---- <br /> SP SILTY SAND(SP1 LIGHT YELLOWISH BROWN, <br /> m -- 10YR BROWNISH YELLOW,LIGHT GRAY,LOOSE AND I <br /> \UNIFORM MOIST-DRY___________ <br /> c -_J <br /> li 2SY SILT ML LIGHT YELLOWISH BROWN,BROWNISH <br /> 'w 7rz YELLOW,LIGHT GRAY IN HORIZONTAL LAYERS, <br /> ABUNDANT MICA GRAINS,NO PLASTICITY,MORE <br /> 2.3 COHESIVE THAN SILT ABOVE <br /> U <br /> ML <br /> u <br /> 20- <br /> 0 <br /> 0 <br /> u <br /> z <br /> rc <br /> O <br /> m <br /> F-40.1 <br /> (Ba7)(1e8)(e-e0) SHEET 1 OF 3 <br />