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TRENCH 1 'I <br /> ® BORING NO. B-4 <br /> DIRT ROAD Rw�ra PAGE 1 OF 2 <br /> N <br /> o PROJECT NO:828576 CLIENT:SHELL OIL <br /> Z B_4 LOGGED BY:TG DATE DRILLED:1-22-02 <br /> z DRILLER:GREGG LOCATION:HANSEN ROAD at SHULTE ROAD <br /> FORMER DRILLING METHOD:DIRECT PUSH HOLE DIAMETER:2" <br /> PIPELINE <br /> SAMPLING METHOD: CONTINuous HOLE DEPTH:38' <br /> SCHULTE RD. CASING TYPE:NA WELL DIAMETER:- <br /> SLOT SIZE:- WELL DEPTH:- <br /> LOCATION MAP GRAVEL PACK:- CASING STICKUP:- <br /> uJo^ Lu <br /> WELL <br /> COMPLETION o W a LITHOLOGY/REMARKS <br /> 00 Zuj <br /> w <br /> a0 MU a.M 0 - a"1 co <br /> CL SANDY SILTY CLAY:dark brown;•-20%fine sand;•-20%silt;•-60%clay; <br /> No Mst medium plasticity;no product odor <br /> z 2 <br /> No Dmp SC CLAYEY SAND:medium brown;-•30%day;—60%fine sand;trace <br /> medium and coarse sand;no product odor <br /> 4 <br /> SM SILTY SAND:medium brown;-•30%silt;70%fine sand;no product odor <br /> �• No Dmp <br /> 6 <br /> r. <br /> TT <br /> As above;—2"lens of coarse gravel(<2'size) <br /> 8 <br /> No Dmp <br /> 10 <br /> As above;trace coarse sand;—10%day;no product odor <br /> °•r: 12 <br /> CL SANDY CLAY with SILT:medium brown;—30%fine sand;20%sift;low <br /> plasticity;very hard;no product odor <br /> z No Mst <br /> :a <br /> 14 <br /> 16 <br /> ;'• SP SAND:orange brown;<10%clay;—90%fine sand <br /> No Mst <br /> 18 As above;grades coarser <br /> • <br /> SW SAND:light brown;-•10%fine gravel;10%coarse sand;<10%fines; <br /> —20%medium sand;50%fine sand;no product odor <br /> 20 SP SAND:orange-brown;<10%day;90%very fine sand <br /> _ CL SANDY CLAY with SILT:orange-brown;•-20%silt;-•30%fine sand;•-50% <br /> No Dmp day;very hard;no product odor <br /> 22 <br /> / N:\Logs\828576\EI-4-1.dwg Fri, 01/Mar/02 12:45pm Iwahlgren <br />