Laserfiche WebLink
law <br /> DATE DRILLED: 7-13-9a LOGGED 8Y: TOM LUTTERMAN REVIEWED BY: GREG P. STAHL RC NO.: 5023 <br /> DRILLING COMPANY: SPECTRUM EXPLORATION DRILLER: <br /> JOHN SUMP METHOD: HOLLOW $TEM AUGER <br /> BORE HOLE DIAMETER: 8 INCHES DEPTH DRLLED: 28 FEET DEPTH TO WgTER: INITIAL: 13 FEET STATIC: t2.34 FEET <br /> CASING TYPE: PVC DIAMETER: 2 INCHES SCHEDULE: <br /> 40 INTERVAL: 0 FEET TO 8 FEET <br /> SCREEN TYPE: BB F-Ems.-- DIAMETER: 2 INCHES SLOT SIZE: 0.010-INCH <br /> FILTER PACK TYPE: INTERVAL: a FEET TO 26 FEET <br /> RMC LONESTAR #2/12 SAND INTERVAL: 6.5 FEET TO__8 FEET <br /> . SURFACE SEAL TYPE; NEAT CEMENT OVER BENTONITE INTERVAL: 0 FEET TO B FEET <br /> COMMENTS: <br /> P.I.D. SOmple -:r Dth USCS <br /> No. p Description Well <br /> me Code <br /> Const. <br /> CONCRETE 0.5 FEET . <br /> 2 CL LEAN CLAY; –10% FN–M SND; PRLY GRDD; –907 FNS; N–S DLTNCY; L–M <br /> TGHNSS; M PLST; STIFF; PALE YLLW BRN; NPO; DRY–MST; WEAK o 0 <br /> CEMENTATION; HOMO. 0 0 <br /> 4 <br /> KOK- <br /> 0 MW-4– S 6 0 0 <br /> 5.5 to <br /> ELASTIC SILT; <57. FN SND; PRLY GRDD; >95% FNS; N—S DLTNCY; L—M TGHNSS;:: <br /> 8 L–M PLST; STIFF; PALE YLLW BRN TO OLIVE–GRY; MPO; N ORGANICS; MST– <br /> WET; WEAK CEMENTATION; HOMO. <br /> KOK– LEAN CLAY; <57 FN SND; PRLY GRDD; >95% FNS; H DRY STRNGTH; N DLTNCY; <br /> 127 MW 4– 7 10 MH L TGHNSS; M–H PLST; MSTIFF–S71FF; LIGHT GRY; NPO; N ORGANICS; MST <br /> 10.5 2 WET' WEAK CEMENTATION; HOMO. <br /> 4 12 LEAN CLAY WITH SAND; >157. FN–M SND; SA–SR; PRLY GRDD; <85� FNS; ` <br /> 88 q - H DRY STRNGTH; N DLTNCY; L TGHNSS; M PLST; M $TIFF–STIFF; M BROWN; <br /> 14 _P; <br /> NPO; N ORGANICS; MST–WET; N HCL REACTION; WEAK CEMENTATION; HOMO. _ <br /> CL POORLY GRADED SAND; >95R FN–M; SA–SR SD; M DNS; <5R FNS; PALE YLLW :< _ <br /> 2 BRN; NPO; N ORGANICS; WET; WEAK CEMENTATION; HOMO. <br /> 0 2 16 <br /> SP CLAYEY SAND; –557. FN–M; SA–SR; PRLY GRDD SD; LS; –457. FNS; M YLLW _ <br /> 18 BRN; NPO; N ORGANICS; WET; WEAK CEMENTATION; HOMO. <br /> SC LEAN CLAY- <107 FN SND; PRLY GRDD; >907, FNS; H DRY STRNGTH; N DLTNCY <br /> 2 20 M TGHNSS; M PLST; M STIFF; M YLLW BRN; NPO; N ORGANICS; MST; <br /> p j WEAK CEMENTATION; HOMO. <br /> 22 CL FAT CLAY; <57. FN SND; PRLY GRDD; >95 FNS; H DRY STRNGTH; N DLTNCY; <br /> M–H TGHNSS; M–H PLST; M STIFF–STIFF; M YLLW BRN; NPO; N ORGANICS; <br /> 24 MST, N HCL REACTION; WEAK CEMENTATION; HOMO. <br /> 2 CH <br /> 0 s 26 <br /> 3 <br /> 0 3 <br /> 28 <br /> TOTAL DEPTH = 28 FEET. <br /> 30 <br /> 32 <br /> 34 R <br /> x <br /> 36 <br /> 40 <br /> AW�� LOG OF BORING MW-4 <br /> 1—�AWI/A KOK REALTY <br /> Working to Restore Notarn <br /> 2403 WEST NAVY DRIVE <br /> PROJECT: 150091.01 STOCKTON, CALIFORNIA <br />