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GROUND ZERO ANALYSIS LOG OF BORING S82 <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 k METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED —_26_-F7 DEPTH TO WATER INITIAL NA FT STATIC NA FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE I 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: II PAGE 1 OF--l— <br /> WELL <br /> F_LWELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 2 0-6' FILL <br /> FILL <br /> 4 <br /> I <br /> i` 6 1 <br /> 8 <br /> TT—SB2-10' <br /> 10 p MH i <br /> 6-14.5' SANDY ELASTIC SILT (MH). 90% FN, A, PRLY GRDD SND; 609. <br /> FNS, M DRY STRNGTH, SLW—R DLTNCY, M TGHNSS. M PLST, BRM, <br /> MST <br /> 12 <br /> —14- <br /> 0 Ip <br /> 16 SP 14.5-16/19' POORLY GRADED SAND (SP): <99% FN. A. PRLY GRDD SND; <1% <br /> FNS, M DENSE, WHT/9RN, NPO, MST <br /> 18 16/19--21/24' POORLY GRADED SAND WITH CLAY (SP—SC): 90% FN—M. A—SA. <br /> PRLY GRDD SND; 10% FNS. M DENSE, RED—BRN, NPO, MST <br /> 20 <br /> 0 SP—SC <br /> E ' <br /> 22 fi <br /> 21/24-26' WELL GRADED SAND (SW): 95% FN—CRS. A—SA, W GRDD SND; <br /> 5% FNS, M DENSE, BRN, NPO, MST <br /> TT—SB2-25' <br /> 24 <br /> O SW <br /> 26 <br /> 28 <br /> 30 <br /> 32 ED <br /> c� o <br /> 34 �ZGr ,jOHIN p U�. <br /> • LAP,,,c <br /> 36 NO. 6795 <br /> 38 ��P C AL�r <br /> 40 <br />