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SOIL BORING AND WELL CONSTRUCTION LOG: IW-3 Page:1 of 1 <br /> CLEARWATER GROUP-TAG INC. Project: ZB178D <br /> I � <br /> S.Fresno Ave_ T, DRILLING CONTRACTOR: BORING DIAMETER: CLIENT/LOCATION: <br /> MW-60 O p 4®1 O 8 3 Gregg Drilling 11 inches Barnes Trucking-Stockton,CA <br /> 12 DRILL RIG OPERATOR: BORING DEPTH: SCREEN SLOT SIZE: DRILLING DATE: <br /> ;.:.: Office/ 20 6 5 4 Eugene Nunes 25 feet 0.02 inches 8/9/2004 <br /> -'� <br /> Garage ®9 ®8 DRILL RIG TYPE: WELL DEPTH: WELL MATERIAL: FILTER PACK: <br /> "'w` 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 /> 40 Ic?ja MW-2 <br /> MW-3 Drawing not to sca€e bentonite Injection Well J.Daley <br /> SAMPLIN U 0 SAMPLING METHOD: MONITORING INST: APPROVED BY: <br /> n^ a Jacobs C.H.G <br /> Not Sampled PID Tim T� <br /> FIRST ENCOUNTERED WATER DEPTH: STATIC WATER DEPTH: 11.6 ft. <br /> "�A o 0P-- 0 U Not Observed DATE: 8/11/04 I <br /> 12"Concrete <br /> =,sj 2 F6S+dt,�fi,a <br /> r <br /> 3 SM f Note: Soil descriptions based an observations of drill cuttings-no SPT sampling performed. <br /> 4 },/S C} " Silty to Clayey SAND(SM/SC)brown to gray,damp to moist. <br /> t SOW, <br /> 6 tt <br /> =;] 7 fixar <br /> afa sus <br /> 10 <br /> 11 <br /> { — 12 <br /> 13 <br /> — 14 <br /> 16 <br /> _ 17 Sandy to Clayey SILT(ML),gray,moist to wet. <br /> 1s MI' Note: Soil descriptions based on observations of drill cuttings-no SPT sampling performed. <br /> — 20 <br /> 21 <br /> 22 <br /> 23 <br /> 1 — 24 <br /> End Boring @ 25 feet bgs. <br /> z� <br /> 27 <br /> 29 <br /> 31 <br /> 33 <br /> 35 <br />