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x7 <br /> GROUND ZERO ANALYSIS <br /> LOG OF BORING JSB2 <br /> PROJECT�Ay5E13-2 _ LOCATION PROJECT NO. 314 <br /> DATE DRILLED 07128/99 & 07130/99 LOGGED BY REAN GARVEY REVIEWED BY <br /> JOHN P. LAhIr_ RG NQ_ 6795 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL _ DRILLER METHOD DIRECT PUSH IM <br /> BORE HOLE DIAMETER — 2 1N DEPTH DRILLED 16 FT DEPTH TO WATER : INITIAL 10 STATIC _ 7 0 FT <br /> CASING TYPE DIAMETER — IN SCHEDULE �� INTERVAL FT TO _ 0 FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE _ I IN INTERVAL FT TO !M FT <br /> FILTER PACK TYPE NA _ _ _ I _ INTERVAL TO I E <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT I INTERVAL 0 FT TO 16 II FT <br /> COMMENTS: I PAGE?OF 1 <br /> WELL DEPTH AD U.S.C. <br /> DETAIL FT. PPM BLOWCOUNT LOG DESCRIPTION <br /> 0-+ ASPHALt I! <br /> 2 4"-6I9' LEAN C Y WITH SAND (CL): 20% FN, A-SA SN <br /> O; 8016 FNS, M-H <br /> DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, DIRK BRN, NPO. Il <br /> MST <br /> 4 CL <br /> 4 <br /> Lys <br /> 8 ' 6/9-11/14' SILTY C Y (CL/ML): 1 O FN, A SND; 90% FNS, M-H DRY II <br /> MAN2-SB2-10 <br /> STRNGT , SLW DLTNCY, M TGHNSS, M PLST, GRY, SL PO, MST-WET <br /> 10 500 CL/ML <br /> u <br /> 12 11/14-16' SILTY 5 ND (SM): 40% FN-CRS, A-SA, W GRDD SNO; 60% FNS, <br /> M DRY STRNGTH, SLW-R DLTNCY, L-M TGHNSS, L-M PLST, BRN, I) <br /> NPO, WET <br /> MAN2-S82-15' <br /> —14— <br /> Sm <br /> 4SM <br /> D GRAB GgOUNDWATER SAMPLE COLLECTED THROUGH TEMPORARY <br /> 16 WELL SCREEN <br /> 18 ;I <br /> —20- <br /> -22- <br /> -24- <br /> -26- <br /> 28- <br /> 30- <br /> - <br /> 02224262B30 <br /> ED G�c� <br /> 32 <br /> JOHN P. <br /> —34— <br /> LANE <br /> No. 6795 it <br /> _36— •� <br /> 38 �Ct,GsF C <br /> I <br /> 40 <br />