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1 <br /> ti <br /> GROUND ZERO ANALYSIS LOG OF WELL MW9 <br />' PROJECT TULESURG WAREHOUSE <br /> LOCATION 8200 N HWY 99 FRONTAGE ROAD MORADA CA PROJECT ND 263 <br /> COMMENTS PAGE--2-OF__4_ <br />' WELL DEPTH PID SAMPLE I U S C DESCRIPTION <br /> DETAIL FT (PPM) BLOWCOUNT LOG <br /> NO <br /> 84 RECOVERY <br /> 65-88' LEAN CLAY (CL) 0-57. SND, 95-1007 FNS, M-H DRY STRNGTH. <br /> 86 CL N DLTNCY, H TGHNSS. H PLST. GRN, NPO, DRY-MST <br /> 88 <br /> 88-95' SILTY CLAY (CL/AAL) 0-5x SND, 95-1007 FNS, M-H DRY <br /> 90 STRNGTH, N-SLW DLTNCY, M-H TGHNSS, M-H PLST. SRN. <br /> NPO, DRY-RAST <br /> CL/AAL <br /> 92- <br /> 96- <br /> 95-710, <br /> 29695-T10' SILT (ML) 107 SND, 90% FNS N DRY STRNGTH, R DLTNCY <br /> 98 L TGHNSS N-L PLST, SRN, NPO MST-WET <br /> 100- <br /> 102- <br /> ML <br /> OD102ML <br /> 104- <br /> 106- <br /> 8 <br /> 04t068 <br /> - 110 Tw-Mw9-110' <br /> 110-113' LEAN CLAY (CL) 5% SND, 95% FNS. M-H DRY STRNGTH. N <br /> DLTNCY, H TGHNSS, H PLST, SRN, NPO, MST-WET <br /> CL <br /> 112 <br /> t 1 4 113-122' SILT (ML) 10-15% SND, 85-907 FNS, N DRY STRNGTH, R <br /> DLTNCY, L TGHNSS. N PLST, BRN, NPO, WET <br /> 116 <br /> _118- AIL <br />■ fy - <br /> -120- <br /> 122- <br /> 122-124 <br /> 20122 122-124 WELL GRADED SAND WITH GRAVEL (SW) 95-1007 FN-CAS, <br /> SW A-SR SND, 10-15% GRVL. 0-57 FNS. ERN, NPO, WET <br /> 124 <br />