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GROUND ZERO ANALYSIS LOG OF WELL MW6 <br />' PROJECT TULEBURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE ROAD MORADA CA PROJECT NO 263 <br /> COMMENTS PAGE 7 OF__2 <br />' WELL DEPTH FID SAMPLE ID U S G DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0 17 <br /> 26 CL <br />' 42 41/44 5-46/49 5' POORLY GRADED SAND (SP) 95% FN, A. PRLY GRDD SND, <br /> 5% FNS, DNS, RED BRN, NPO, DRY-MST <br /> 44 <br />' - - t 12 SP <br /> 22 <br /> 46 0 33 <br />' <br /> 48- <br /> 46/49 5-51/54 S LEAN CLAY (CL) 10% FN A 5ND, 907C FNS, H DRY STRNGTH <br /> N-SLW DLTNCY, L TGHNSS, M PLST, HRD, BRN, NPO, DRY-MST <br /> 0 15 <br /> 50 <br />' 25CL <br /> 33 <br /> 52 <br /> — 54 Try-MW6-55` <br /> 5 11 <br /> 17 <br />' = 56 20 <br /> 58 51/54 5-65' WELL GRADED SAND (SW) <95% FN-CRS A-SA, W GRDD <br /> SND, <5% FNS, DNS, BRN, NPO, WET <br /> — 60 10 Sw <br /> 100 26 <br /> 44 <br /> — 62 <br /> 64 <br /> 104 15 <br /> 22 <br /> 6s j 44 <br /> 65-72 SILT (ML) 5-102 FN-M, A-SA SNO 90-95% FNS N DRY <br /> STRNGTH, R OLTNCY, BRN, NPD, WET TO MST <br /> t = 68 ML <br /> 70TW-MW6-72' <br /> = 72 5 80 �0 <br /> O <br />' 2 JON,N A 0, <br /> 74 • Ln/VC -i <br /> cn� No 6795 <br />' 76 <br /> c. <br /> —78 <br /> 78 <br /> 84 <br /> 82 <br />