Laserfiche WebLink
Affix LOG OF BOFtGVG SO <br /> PROJECT STOCKTON POLICE LOCATION ,22 EAST MARKET STREET`TOCKTON CA PROJECT NO. OW0148.02 <br /> DATE DRILLED 11/16/93 LOGGED BY T- LUTTERMAN REVIEWED BY GREG P. STAHL RG No. 5023 <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER ALEX FLORES METHOD HAND AUGER <br /> BORE HOLE DIAMETER 4 IN DEPTH DRILLED 10 FT DEPTH TO WATER INITIAL FT STATIC -- FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL „ .._ FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE _ IN INTERVAL FT TO FT <br /> FILTER PACK TYPE —NA--- _ INTERVAL FT TO I T <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO _ 10.5 FT <br /> COMMENTS: PAGE OF <br /> WELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPI BLOWCOUNT LOG <br /> 0-0.5' CONCRETE <br /> 0.5-3A' POORLY GRADED SAND; >95% FN-M, SA-SR, PRLY GRDO SND; <5% <br /> 2 SP FNS; M BRH; NPO; MST; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 0.0 <br /> 3.0-7.5' LEAN CLAY; <5% FN SNO; >95% FNS; M DRY STRNGTH-. N DLTNCY; <br /> 4 M TGHNSS; M PLST; ORK YLLW BRN; NPO; MST. WEAK HCL REACTION; <br /> WEAK CEMENTATION: HOMO <br /> 0.0 CL <br /> B SP-SB1-6' <br /> 8 0.0 7.5-10.5' FAT CLAY; <5X FN SND; >95% FNS; H DRY STRNGTH: N DLTNCY; M-H <br /> TGHNSS; M PLST; NPO; MST; STRNG HCL REACTION; WEAK-M CEMENT- <br /> CH ATION; HOMO <br /> —10- 3.0 SP-Set-10' <br /> —12- <br /> -14- <br /> -18- <br /> -20- <br /> -22- <br /> -24— <br /> 18 <br /> 20 <br /> 22 <br /> 24 \y,���tED GEO�o <br /> 26 GREGORY P. "A <br /> STAHL <br /> 28 4L No. 5023 <br /> 3O F <br /> q <br /> l Of CAVA <br /> 32- <br /> -34- <br /> -36- <br /> -38- <br /> 40 <br /> 234 363840 <br />