Laserfiche WebLink
GROUND ZERO ANALYSIS LOG OF BORING SBI <br /> PROJECT TAYLORED TOURS LOCATION 330_KETTLEMAN LANE, LODI CA PROJECT NO. 313 <br /> DATE DRILLED 11/22/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P. LANE RG No. 6795 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTILLINO METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 21 FT DEPTH TO WATER : INITIAL NA FT STATIC NA 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 FT <br /> SURFACE SEAL TYPE _NEAT CEMENT OVER BENTONITE __ INTERVAL - FT TO FT <br /> COMMENTS: PAGE.1_OFA <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 2 0-9' FILL <br /> FILL <br /> 4 <br /> 6 <br /> e <br /> TT-SBI-10' <br /> 10 0 <br /> 9-15, SANDY ELASTIC SILT (MH): 407. FN, A. PRLY GRDD SND; 60% FHS, <br /> M DRY STRNGTH, SLW-R DLTNCY, M TGHNSS, M PLST, BRN, NPO, <br /> 12 MST <br /> MH <br /> TT-SB 1-15' <br /> 14 <br /> a <br /> 1615-16/19, POORLY GRADED SAND (SP): 100% FN, A, PRLY GRDD SND; M DENSE, <br /> WHT/6RN. NPO, MST <br /> 18 16/19-21' POORLY GRADED SAND WITH CLAY (SP-SC): 90% FN-M, A-SA, PRLY <br /> SP <br /> TT-Se 1-20' GRDD SND; 10% FNS, M DENSE, RED-BRN, NPO, MST <br /> 20 0 SP-SC <br /> 22 <br /> 24 Ep G��CO <br /> JOHN <br /> LAN <br /> 28 to No. 6795 <br /> 4r C <br /> 32- <br /> -34- <br /> -38- <br /> 40 <br /> 3fi <br /> 38 <br /> 40 <br />