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GROUND ZERO -ANALYSIS LOG OF BORING SB6 <br /> PROJECT WOOLSEY CNA R LOCATION 150 W3:.5T CHAWMR WAY STOCKTOH CA PROJECT NO. 294 . <br /> DATE DRILLED 4120/99 LOGGED BY SEAN GARVEY REVIEWED BY--GREG P. STAHL RQ Ne. 5623 <br /> DRILLING COMPANY FISSCH ENVIRONMENTAL DRILLER FUNI METHOD DIRECT_PUSH - <br /> aORE HOLE DIAMETER _ 2 . IN DEPTH DRILLED 16 FT DEPTH TO WATER . INITIAL -- NA F1' STATIC F.T. <br /> CASING TYPE NA DIAMETER AN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLAT SIZE — +� INTERVAL FT TO _ - FT <br /> FILTER PACK TYPE NA INTERVAL Fr TO FT <br /> SURFACE SEAL TYPE REAT CEMENT INTERVAL O -. FT 10 is FT <br /> COMMENTS: PAGE i OF–.L- <br /> WELL <br /> FLWELL DEPTH Fin SAMFLE 10 U.S.C- DESCRIPTION F <br /> WAIL FT. PPV BLOWCOUNT LAG <br /> 0-6/9, h ELASTIC SILT (ML/MH): <Sr.. SND: >95S FNS. MST. BRN. SLW OLTNCY, 111 <br /> I <br /> 2 <br /> '. SBB—s ML/UH r <br /> O <br /> 6 <br /> 6/9-16, SILTY CLAY (CL/WL): '<10x FN SNQ; >90L FNS. BRN, MST. SLW <br /> OLTNCY, NPO <br /> I3 , <br /> SBS—1 O <br /> /_1 <br /> 12 CL/ML <br /> � <br /> 1� Sf35-15 � 1r� <br /> k GREGORY P. 111 <br /> D STAHL <br /> No. 5.323 <br /> 1s - - <br /> � - Ua` <br /> { 113 f OF C1L!E.�' <br /> ( / <br /> 9 <br /> J - <br /> -zz <br /> —20- <br /> -24— <br /> _26- <br /> -28— <br /> _32- <br /> -.36— <br /> _38— <br /> .40 <br /> 28 <br /> 3O <br /> 32 - <br /> 34 <br /> 36 <br /> 38 <br /> I. <br /> LD - - <br />