FIELD DOCUMENTS - Laserfiche WebLink

Home Browse Search

Y LOG OF BORING SB4 PROJECT SEGALLI BUILDING LOCATION 200 WEST HARDING WAY, STOCKTON CA DATE DRILLED ?A112/93 LOGGED BY TOM LUTTERMANREVIEWED BY GREG P. STAHL PROJECT NO. 150052.01 DRILLING COMPANY WESTEx DRILLER MARK DOCKRFY METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER _ 6 IN DEPTH DRILLED 34.5 FT DEPTH TO WATER : INITIAL FT STATIC FT CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL , FL TO F1 SCREEN TYPE NA DIAMETER: Ilv SLOT SIZE IN INTERVAL _ FT TO FT FILTER PACK TYPE NA INTERVAL FT TO FT SURFACE SEAL TYPE NAT CEMENT INTERVAL 0 FT TO 34.5 FT COMMENTS: 45'ANGLE TO VERTICAL PAGE—L OF WELL DEPTH PID 5AMPLL 10 U.S.C. DESCRIPTION y DETAIL FT. PPM r BLOWCOUNT LOG 0-3" ASPHALT r 2 GA 3"-3' POORLY GRADED GRAVEL WITH SAND; 15% FN-M, SA-SR, PRLY GRDD SNO; 80% FN, SA-SR. PRLY GRDD GRVL. 5% FNS; 'PALE YLW SRN; DRY;:HOMO 4 3-10/15' SANDY CLAY; 607 FN, PRLY GRDD SND; 40% FNS; M-H DRY STRNGTH; N DLTNCY; L TGHNSS; M PLST; M BRN; NPO; MST; WEAK HCL REACTION; WEAK CEMENTATION; HOMO 6 Sc y ,fl 8 h —10- 10/15-15/20.5' 010/15-15/20.5' LEAN CLAY; <I57 FN, PRLY GRDD SND: >85% FNS; H DRY 12 STRNGTH; N DLTNCY; L TGHNSS; M PLST; M BRN; NPO: MST; WEAK HCL REACTION; WEAK CEMENTATION; HOMO —14— CL 4CL 16 15/20,5-22/25' SILTY SAND; 857 FN-M, PRLY GRDD SND; 15% FNS; LT BRN; NPD; 18 MST; N HCL REACTION; WEAK CEMENTATION; HOMO ` 99r 20 S13--SB4-21' F 45 SM 50 F 22 50 I I 24 22/25-30/34.5' LEAN CLAY; <107 FN,.PRLY GRDD SND; >90% FNS; H DRY STRNGTH; N DLTNCY; L TGHNSS; M PLST; M BRN; NPO;.MST; WEAK.HCL REACTION; WEAK CEMENTATION; HOMO —26- 28 628 CL 30 32 30/34.5-36' ELASTIC SILT WITH SAND; 15% FN-M, PRLY GRDD SND; 857 FNS; M DRY STRNGTH; N-SLW DLTNCY; L TGHNSS; L PLST; M BRN/LT BRN; NPO; DRY-MST; N-WEAK HCL REACTION; WEAK CEMENTATION; MOTTLED 34 SB-SB4-35' /MH 47 47 36 50 38- 40- ' ,. j