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SOIL BORING AND WELL CONSTRUCTION LOG: IW-9 Page:1 of 1 <br /> CLEARWATER GROUP-TAG INC. Project: ZB178D <br /> l DRILLING CONTRACTOR: BORING DIAMETER: CLIENT/LOCATION: <br /> S.Fresno Ave. �1 _ <br /> — -"MW-6@ p ®3 Gregg Drilling 11 inches Barnes Trucking-Stockton,CA o Q5 <br /> 2 DRILL RIG OPERATOR: BORING DEPTH: SCREEN SLOT SIZE: DRILLING DATE: <br /> ani�e� <br /> 10 7 6 5 4 Eugene Nunes 25 feet 0.02 inches 8/11/2004 <br /> __ Garage ®� 0g DRILL RIG TYPE: WELL DEPTH: WELL MATERIAL: FILTER PACK: <br /> MW-1 Mw-4 CME-75 25 feet 2"sch 40 PVC 2/12 Lonestar <br /> WELL SEAL:Neat Cement over hydrated PLANNED USE: LOGGED BY: <br /> Mw-z bentonite Injection Well J.Daley <br /> MW-3 QD Drawing not to scale <br /> SAMPLIN U SAMPLING METHOD: MONITORING INST: APPROVED BY: <br /> U as Q Not Sampled PID Jim Jacobs C.H.G <br /> FIRST ENCOUNTERED WATER DEPTH: STATIC WATER DEPTH: 11.5 ft. <br /> Q p O o° Not Observed Q DATE: 8/11/04 1 <br /> 12"Concrete <br /> 2 ..a afifir 6 <br /> 3 SM r Note: Soil descriptions based on observations of drill cuttings-no SPT sampling performed. <br /> 4 /SCSiltto Clayey SAND(SM SC)brown to gray,damPto moist. <br /> 6 fifi>'fi fi <br /> 1'sfi sfiafi.� <br /> fi <br /> c �a <br /> 9 fiy�.�dfiyfi.G ' <br /> -`_ 10 <br /> _ 11 <br /> — 14 <br /> 1 — 15 <br /> 16 <br /> �{ = 17 Sandy to Clayey SILT(ML),gray,moist to wet. <br /> ML <br /> 18 Note: Soil descriptions based on observations of drill cuttings-no SPT sampling performed. <br /> — 19 <br /> 20 <br /> — 22 <br /> 23 <br /> 24 <br /> — End Boring®25 feet bgs. <br /> zs <br /> 27 <br /> 29 <br /> 31 <br /> -�� 33 <br /> 35 <br /> is <br />