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SOIL BORING AND WELL CONSTRUCTION LOG: IW-12 Page:1 of 1 <br /> CLEARWATER GROUP-TAG INC. Project: ZB178D <br /> S.Fresno Ave. DRILLING CONTRACTOR: BORING DIAMETER: CLIENT/LOCATION: <br /> Mw-60 ; ®� O2 3 Gregg Drilling 11 in <br /> Barnes Trucking-Stockton,CA <br /> .,, 2—�"'---__� ® ® ® DRILL RIG OPERATOR: BORING DEPTH: SCREEN SLOT SIZE: DRILLING DATE: <br /> O(3ice1 <br /> 10 7 b 5 4 Eugene Nunes 25 feet 0.02 inches 8/12/2004 <br /> Gardge ®9 �$ DRILL RIG'TYPE: WELL DEPTH: WELT. MATERIAL: FILTER PACK: <br /> ]iw"' Mw-a CME-75 25 feet 2"sch 40 PVC 2/12 Lonestar <br /> WELLsEAL:Neat Cement over hydrated PLANNED USE: LOGGED BY: <br /> MW-2 Injection Well J.Daley <br /> -- MW-3 0 Drawing not to scale bentonite <br /> SAMPLIN t7 t9SAMPLING METHOD: MONITORING INST: APPROVED BY: <br /> o Not Sampled PID Jim Jacobs C.H.G <br /> p Q FIRST ENCOUNTERED WATER DEPTH: STATIC WATER DEPTH: 11.4 ft. <br /> v A 4 0 o b o o Not Observed Q DATE: 8/12/04 z <br /> `V: f J J J - <br /> J�{`f;{` 12"Concrete <br /> 1 d.••d rf rF r6 <br /> 2 afitafira <br /> ��-� � fiXsXs•Xt <br /> F <br /> 3 S1VI i Note: Soil descriptions based on observations of drill cu€tings-no SPT sampling performed. <br /> 4 } <br /> [SC Silty to Clayey SAND(SM/SC)brown to gray,damp to moist. <br /> .�.•a ra.-d: <br /> � fisr <br /> -� s tY'gYfi}'gY <br /> 6 �rdfi+dfi. rS <br /> 7 fi s'�sfifis <br /> fiafirafirafi <br /> 9 fiyfiygyfiy <br /> 12 <br /> 11 <br /> — 13 <br /> 19 <br /> 16 <br /> 17 Sandy to Clayey SILT(ML),gray,moist to wet. <br /> 18 Note: Soil descriptions based on observations of drill cuttings-no SPT sampling performed. <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> — 24 <br /> — End Boring @ 25 feet bgs. <br /> 27 <br /> 29 <br /> 31 <br /> e <br /> 33 <br /> 35 <br /> I a <br /> LTJ <br />