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GROUND ZERO ANALYSIS LOG OF BORING S85 <br /> ++ ~k PROJECT TUERURG WAREHOUSE LOCATION 8200 NORTH HigHWAYPROJECT NO , 253 <br /> 1� DATE DRILLED 10/8/99 LOGGED BY SEAN GARVEY REVIEWED BY JOHN LANE RG No 6795 <br /> DRILLING COMPANY SPECTRUM DRILLER BOSSY NIXON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER a IN DEPTH DRILLED 66 FT_ DEPTH TO WATER INITIAL 66 FT_ STATIC - -6.4 FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL --_ TO FT <br /> SCREENTYPE NA DIAMETER IN SLOT SIZE IN INTERVAL E_ TO Er <br /> FILTERPACK TYPE NA INTERVAL -L TO FT <br /> SURFACE SEAL TYPE NEAl CEMENT GROUT INTERVAL 0 FT TO 153 6 FT- <br /> COMMENTS PAGE I -OFA <br /> WELL DEPTH Fla SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-3" ASPHALT <br /> 2 FILL 3*-3 FILL <br /> 3-16/19 5' SILT (ML) <5% FN SND, >95% FNS, N DRY STRNGTH, <br /> 4 R DLTNCY, L TGHNSS, N PLST, GRN, NFD, DRY—MST <br /> 5 <br /> 8 <br /> 10 ML <br /> 0 <br /> 12- <br /> -14- <br /> 0 <br /> 2 140 I <br /> 16 <br /> 18 16/19 5-21/29 5' DRYNSCLAY <br /> RNGTH. N- SLWZDLTNGY,SND, <br /> H <br /> TGHNSS, M PLST, BRN, <br /> NPO, DRY—MST <br /> TW—SBS-2 <br /> 20 0 CL <br /> —22- <br /> -24— 21/29 5-31/39 5' SILT (ML) 10% FN A SND 90% FNS, N DRY STRNGTH. <br /> R DLTNCY, L TGHNSS, N PLST, GRN NPO, DRY—MST <br /> —26- <br /> 28- <br /> 30- <br /> 62830 0 ML <br /> 32 <br /> 34 <br /> f / <br /> 36- <br /> -38 31/39 5-41/49 5 WELL GRADED SAND WITH CLAY (SW—SC) 90% FN—CRS, <br /> 5W—SC A—SR. W GRDD SND, 10% FNS, M DNS, SRN. NPO, DRY—MST <br /> 0 <br /> 40 <br />