Laserfiche WebLink
i <br /> Iiia al <br /> WELL/BORING LOG <br /> PROJECT GAUT PROPERTY LOCATION 1607 TURNPIKE ROAD STOCKTON CA PROJECT NO. W0599 <br /> WELL/BORING NO- WW2 SURFACE: ELEVATION NS FT- WELLHEAD ELEVATION <br /> DATE DRILLED 02/25/42 REVIEWED BY GREG P STAHL RG Ha 54 <br /> 23 LOGGED 37 TOM LLTTTERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE NUKES METHOD HOLLOw STEM AUGER <br /> BORE HOLE DIAMETER - a I>v DEPTH DRILLI~D 50 FT DEPTH TO WATER . INITIAL Aa FT STATIC .� 36- L <br /> CASING TYPE PVC F"O DIAMETER 2 rN SCHEDULE AD INTERVAL 0 FT TO S <br /> SCREEN TYPE PVC F480 WMETER 2 IN SLOT SIZE 0 010 fN INTERYAL _ 30 -ET- TO <br /> FILTER PACK TYPE LGNESTAR 02Z12 SAND INTERVAL 29 -FT TO So F' <br /> SURFACE SEAT. TYPE NEAT CEMENT/BENTONITE INTERVAL d FI'- TO 7n tT <br /> NOTES <br /> WELL OEM PID SAMPLE W u.S.r.. sDla` DEsc>zEPTww <br /> DETAIL (Fr.) (PPM) LOG <br /> 0 o—a.5• ASPHALT <br /> _J 2 <br /> SILT <5Z SNO- >95Z FNS. L-til DRY STRNGTH; SLw DLTNCY: <br /> 4 L TGHNSS L PLST- S71FT-V STIFT; M YLLW BON, HPO; <br /> DRY. N HCL RE.1CT10N. WEAK-SL LOCALIZED CEMENTATION <br /> .5 A HOMO, MICACEOUS <br /> 6 16 <br /> - 33 <br /> 10 2 1 <br /> _ 20 <br /> 12 <br /> - 14 <br /> 1 s <br /> T 16 s <br /> - 9 <br /> 18 <br /> 16.5/20-21 5/25' ELASTIC SILT <10% SA-SR. FN PRLY GROG SND- >90.: PHS <br /> L-M DRY STRNGTH. N DLTIYCY. L-M TGHNSS. L-11 PLST, V <br /> 20 n rt4 STIFF- PALE YLLW RRN: N-SL PO; DRY-wST. N HCL REACTION- <br /> _ 183 10 1YEAK CEMENTATION, HOMO <br /> 22 16 <br /> 21.5/25--2W WELL. GRADED SAND; >93x FN-CRS. w GRDD $NO, <5% FNS, <br /> M DNS. LT OLIVE GRY M PG. DRY—MST- N HCL REACTION, <br /> 24 <br /> WEAK CEMENTATION- HOMO- MICACEDUS <br /> 22 26-26.5/30' POORLY GRADED SAND- >95% SA-SR. FN. PRLY GROG SND <br /> 26 200 7 <3Z FNS. M DNS. LT OLIVE GRT, M-STRNG PO: DRY-MST. <br /> 19 N NCL REACTION, WEAK CEMENTATION. HOMO <br /> SIR <br />' 28 26-5/30--S1 WELL GRADED SAND >9$% SA-SR FN-CRS. W GROO SND' <br /> <5% FNS, V DNS, LT CUTVE GRY; M-STRNG PO. DRY-MST <br /> 30 230 20 <br /> SIM N HCL REACTION WEAK CEMENTATION HOMO <br /> 30 <br />' — 32 35 �L 31-31.5/35' SILT <5% SNO; >95% FNS L DRY STRNGTH SLw DLTNCY, <br /> L TGHNSS N-L PLST LT OLIVE GRY. M-STRNG PO DRY-MST <br /> N HCL REACTION. WEAK CEMENTATION. HOMO <br /> 34 <br /> a-ulrt- <br />' — zso i5 . <br /> 36 SO 31.3/33-41 5/+3 LEAN CLAY <3: FN PRLY GROG SNO. >95: FNS M-H DRY <br /> STRN07H SLW OLTNCY 11 TGHNSS, M PLST HAD LT OLIVE <br /> 38 CL GRY, M-STRNG PO, DAY, N HCL REACTION, WEAK CEMENT- <br /> ATION. HOMO <br />' 40 1s <br /> 312 27 <br />' <br /> 42 33 41 3/AS-46 3/30 FAY CLAY <3% SND, >93% FNS. N DRY STANGTH N OLTNCY H TGHNSS. M-H PLST. HAD. LT OLIVE GRY. STRNC <br /> L E=_= -I <br /> CHI PO. MST-wiz N MCL REACTION; WEAK CEMENTATION. HOMO <br /> GnP_Y !1r <br />