Laserfiche WebLink
SOIL BORING AND WELL CONSTRUCTION LOG: IW-11 Page:1 of 1 <br /> CLEARWATER GROUP-TAG INC. Project:ZB178D <br /> S.Fresno Ave. DRILLING CONTRACTOR: BORING DIAMETER: CLIENT/LOCATION: <br /> .�h �__-- -- <br /> Mw-� 0 ® 0 1 0 2 0 3 Gregg Drilling 11 inches Barnes Trucking-Stockton,CA <br /> _,- 12Y�_., ® 0 0 SCREEN SLOT SIZE: DRILLING DATE: <br /> DRILL RIG OPERATOR: BORING llEPTH: <br /> office! <br /> 10 7 b 5 4 Eugene Nunes 25 feet 0.02 inches 8/11/2004 <br /> Garage ®nn ® DRILL RIG TYPE: WELL DEPTI4: WELL MATERIAL: FILTER PACK: <br /> MW-1 7 <br /> Mw-9 CME-75 25 feet 2"sch 40 PVC 2/12 Lanestar <br /> WELL sEAL:Neat Cement over hydrated PLANNED USE: LOGGED BY: <br /> MW-2Injection Well J.Daley <br /> MW-3 Drawing not to scale bentonite <br /> SAM INC SAMPLING METHOD: -MONITORING INST: APPROVED BY: <br /> a o U Not Sampled PTD Jim Jacobs C.H.G <br /> 6 <br /> OZO xx > > Q FIRST ENCOUNTERED WATER DEPTH: STATIC WATER DEPTH: 11.5 ft. <br /> SSS ca 3 W 0 '0. o o Not Observed Q DATE: 8/11/04 T <br /> 12"Concrete <br /> 1 •. t <br /> 2 fi¢,dj d <br /> M4 ! <br /> r Note: soil descriptions based on observations of drill cuttings-no SPT sampling performed- <br /> /S C <br /> 4 s Silty to Clayey SAND SM SC brown to gray,damp to moist. <br /> 6 �.asa <br /> 7 fi.6fiG.s.d <br /> .77 <br /> I 10 <br /> _ 11 <br /> —_ 12 <br /> 13 <br /> 14 <br /> �V>-• 15 <br /> 16 <br /> — 17 <br /> Sandy to Clayey SILT(ML),gray,moist to wet. <br /> _ <br /> I8 Note: Soil descriptions based on observations of drill cuttings-no SPT sampling performed. <br /> — 19 <br /> — <br /> 20 <br /> 21 <br /> — 22 <br /> -: — 24 <br /> = End Boring @ 25 feet bgs. <br /> 25 <br /> { 27 <br /> si <br /> ' 29 <br /> 33 <br /> 35 <br /> r;__J <br />