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I <br /> GROUND ZERO ANALYSIS LOG OF WELL MW5 <br />' PROJECT TULEBURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE ROAD, MORADA_ CA PROJECT NO 263 <br /> .DATE DRILLED !f1/17/15° LOGGED BY SEAN GARVEY _ REVIEWED BY JOHN P LANE RG Na 6795 <br /> DRILLING COMPANY -PECTRUM EXPLORAIIIIN _ DRILLER METHOD HOLLOW STEM AUGER <br />' BORE HOLE DIAMETER A IN DEPTH DRILLED 72 FI DEPTH TO WATER INITIAL 57.5 FT STATIC 57-5- FT <br /> CASING TYPE PVC FASO DIAMETER 2�IN SCHEDULE 40 INTERVAL 0 FT- TO _ 52 FT <br /> SCREEN TYPE PVC F480 DIAMETER 2 I)i SLOT SIZE 0 010 IN INTERVAL 52 FT TO 72 FT <br /> FILTER PACK TYPE 2/16 SAND INTERVAL 50 FT TO 72 FT <br />' SURFACE SEAL TYPE INTERVAL 0 TO s—FL <br /> COMMENTS STOVE PIPE COMPLETION PAGE—t-OF-2- <br /> WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION <br />' DETAIL— FT PPM BLOWCOUNT LOG <br /> 2 <br /> L 0-11/195* SILT (ML) 5-10% FN, A SNO 90-95% FNS, N DRY <br /> STRNGTH, R DLTNCY, L TGHNSS, N PLST, STIFF, URN, NPO, <br /> 4 DRY-MST <br /> 1 b <br /> ML <br /> 8 <br /> 1 <br /> 10 4 - <br /> 0 7 <br />' <br /> 7 <br /> 12 <br /> 1 - 14 11/19 5-21/29 S' SILTY CLAY (CL/MH) 10-15% FN A SND, 85-90% FNS <br /> M DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, V STIFF, <br /> ERN, NPO DAY-MST <br /> 16 <br /> 1$ <br /> _ - 20 6 CL/MH <br /> 0 12 <br /> 21 <br /> 22- <br /> 24- <br /> 21/29 <br /> 22421/29 5-31/39 5' SILTY CLAY (CL/MH) 5% FN A SND 95% FNS M DRY <br /> ' STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, V STIFF, URN, NPO, <br /> 26 DRY-MST, CALCAREOUS <br /> _ 28 ' <br /> 30 9 <br /> 0 14 CL/MH <br />' 32- 15 <br /> 34 <br /> 36 31/39 5-50' SANDY CLAY (CL/SC) 45% FN-M, A. W GRDD SND, <br />' - 557 FNS, M-H DRY STRNGTH, N-SLW DLTNCY, M-H TGHNSS. <br /> M-H PLST, HRD, URN NPO, CRY-MST, CALCAREOUS <br /> _ 3$ <br /> CL/SC <br />' - = 40 0 7 <br />