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GROUND ZERO ANALYSIS LOG OF BORING SBI <br /> PROJECT LS R LOCATION IS01 WEST CHARTER WAY KION PROJECT N0. 294 <br /> DATE DRILLED 411lZ99 LOGGED BY SPAN r,ARM REVIEWED 8Y GREG P. STAHL Ria. No. 5021 <br /> DRILLING COMPANY FISCH ENWR9NMENTALDRILLER EUHI _ „ METHOD DIRECT PusH <br /> BORE HOLE DIAMETER --Z--IhL DEPTH DRILLED tes FT DEPTH TO WATER . INITIAL NA n' STATIC rr <br /> CASING TYPE NA, DIAMETER IN SCHEDULE INTERVAL . TO _Fr. <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT. TD _ ;7 <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE HEAT CEMENT INTERVAL 0 FT- TO JS FT <br /> COMMENTS: PAGE t OF—L— <br /> WELL OEFTH FID SWLE 113 1 U.S.C. DESCRIP'1M <br /> MAIL (FT.) M BLOWCOUNT LOG <br /> 0-4' ASPHALT <br /> 4-5/2' ELASTIC SILT (MH): 51 FN SNS 95X FNS, ORK LIST, SLW <br /> 2 OLTNCY, NPO <br /> 4 SB1 —5 MH <br /> 0 <br /> 6 <br /> 6/9-11/14' SILTY CLAY (CL/ML): lox FN SND; 90% FNS, ERN, MST, SLW <br /> OLTNCY, NP0 <br /> B <br /> SBI-10 <br /> 10 0 CL/ML <br /> 11/14-16' LEAN CLAY (CL): <113% SND; >SOX FHS; M. MST. SLW OLTNCY, <br /> —12— NPO <br /> 14 SH1-15 <br /> 0 CL <br /> +,—r, <br /> ��OCY P. , <br /> zD V .L4� <br /> No. 5023 � <br /> OF CRO4�, <br /> 24 ""� 11 <br /> —26- <br /> -28- <br /> -30- <br /> -32- <br /> 34- <br /> -36- <br /> 38 <br /> 62$3032343s3$ <br /> L—f <br /> 40 <br />