Laserfiche WebLink
�"EjZ Aa j!"�_ m /� <br /> WELL/BORING LOG <br /> PROJECT GAUT DROPERTY LOCA710M 16437 TURNPIKE ROAD STOCKTON CA PROJECT NO. W0599 <br /> WELL/BORING NO. 2AW3 SURFACE ELEVATON NS FT WELLHEAD ELEVATION Ns r <br /> I DATE DRILLED 02/26/92 2EVIEWED BY GREG P STAHL RG No 5023 LOGGED BY TOM LUTTERLIAN <br /> RESNA INDUSTRIES GENE NUKES HOLLOW STEM AUGER <br /> DRlLLJNG COMPANY ORitt_R A/ETHOD <br /> SORE HOLE DIAMETER $ IN DEPTH DRILLED 50 FT DEPTH TO WATER MITIAL 40 FT STATIC 36 Ei <br /> CASING TYPE PVC FARO DIAAAETER 2 IN SCHEDULE 40 INTERVAL a M TO 143 1z <br /> I SCREEN TYPE PVC F—Am DUN ETER 2 IN SLOT SIZE 0 010 fm INTERVAL 30 ET TO s �f'T <br /> FILTER PACK TYPE LONI<STAR jF2112 SAND INTERVAL 2A TO so F7 <br /> SURFACE SEAL TYPE NEAT CDAENT/BENTONrM INTERVAL L TO za. Fr <br /> NOTES <br /> WELL OEMN PID SAMPLE ID U.S.G. <br /> DETAIL (Fr.) (ppm) OWCOu >; G SM ar:sc :# <br /> 0•.4.5- ASPHALT <br /> 2 O 5--6-5/10' SILT <5% SND, >93X FNS. L DRY STR14GTH N OLTNCT- L <br /> ML TGHNSS, N-4- PLST: HRD- M YLLW BRN NPO, DRY. N HC.�' <br /> 4 REACTION: WEAK CEMENTATION, HOMO <br /> _ 1 2C <br /> $ 40 <br /> I - _ <br /> &.5/10-11 5/15' SILT <5: SND- >957. FNS N-L DRY STRHGTH. N DtTNC.. <br /> 1 O g T 7 ML L TGHNSS N PLST HRO M YLLW BRN, NPO, DRY, fl- <br /> STRNG CEMENTATION; HOMO <br /> 12 30 <br /> 14 <br /> 1 t 11 5/15-18.5/20 ELASTIC SILT cSS SNO N-L DR7 S7RHG7H N OLT'NC7 <br /> 9 MH/IAL L TGHNSS V STIFF M PLST, M TLLW SRN, ORGANICS, DRY- <br /> 16 i MST, N HCL REACTION, WEAK CZUENTATION, HOMO <br /> iT <br /> 20 143 16.3/20-25 S ELASTIC SILT «z SND- N--L DRY STRHGTH N OLTNCY: <br /> 11 L-A1 TGHNSS L-M PLST HRO PALE YLLW 8RN SL PC- DRT- <br /> 20; MST, N HCL REACTION, WEAK CEIAENTATFON. HOMO <br /> 22 251 MH/ML <br /> 24 56 GP-AIRS 25 5-28.5/30' WELL GRADED SAND; >95M SA-SR, FN-CRS, W GRDO SND <br /> CSX FNS, V DNS. LT CRY OLIVE. SL-M PO DRY-MST. N HCL <br /> 26 ,O Syr REACTION WEAK CEMENTATION; HOMO <br />' 28 <br /> 30 ar-YIrS2scs <br /> _ 41 27 r <br /> 32 3' <br /> 243 5/30-41 5/15' LEAN CLAY <5Z SND- >95X FNS M DRY STRNCTH- SLW <br /> 34 DLTNCY. M TGHNSS. L-M PLST, HRD; LT OLIVE CRY, N-SL PO <br /> DRY N HCL REACTION, WEAK CEMENTATION: HOMO <br />' 10 <br /> 36 -t4t 1 <br /> 38 <br /> is <br />' 40 <br /> 224 9 <br /> 42 IS 4t 3f 433-51 3' FAT CLAY WITH SAND <13X SA-511 FM, PRLY GROG SMO <br />' >O5Z FNS N DRY STRNGTH N OLTNCY H TGHNSS W-H <br /> PLST HRD, M ORK CRY. SL FO. WET, N HCL REACTION. WEAK <br /> CM CEMENTATION, HOMO <br />