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IGROUND ZERO ANALYSIS LOG OF BORING SB6/SB7 <br /> PROJECT HARRYS AUTO LOCATION 2662 NORTH WILSON WAY STOCKTON CA PROJECT NO 327 <br />' COMMENTS PAGE 3 OF--!- <br /> WELL <br /> F3WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL _(FT PPI BLOWCOUNT LOG <br />' 84 NOT LOGGED - SEE CPT1 BORING LOG <br /> NOT HA-SB7-BSGW <br />' LOGGED <br /> B6 <br />' 88 <br /> 90 HA-S86-90' <br /> 3 90-91/100' SILTY CLAY (CL/ML) 15-20% FN PRLY GRDD SD, 80-85% FNS, <br />' CL/ML M-H DRY STGTH, SLW DIL, M TGHNS, M PLST. <br /> BRN NPO, DRY <br /> 92 <br />' 94 91/100-101/105' POORLY GRADED SAND WITH CLAY (SP-SC) 85-90% FN, PRLY <br /> GRDD SD, 10-15% FNS, BRN, SL PO, WET <br /> 96 <br /> HA-SB6-98GW <br /> 98 <br /> HA-SB6-100' <br /> 140 230 SP-SC <br />' <br /> 102- <br /> 101/105-106/110- LEAN CLAY (CL) 5-10% FN, PRLY GRDD SD, 90-95% FNS <br /> 104 H DRY STGTH, N DIL, M-H TGHNS, M-H PLST, <br /> HA-SBS-105 BRN, NPO, MST <br />' 10fi 20 CL <br />' 108 106/110-111' SANDY SILT (ML) 20-30% FN, PRLY GRDD SD, 70-80% FNS, <br /> N DRY STGTH, SLW DIL, L TGHNS, N PLST, <br /> HA-SB6-110' BRN, NPO, MST-WET <br /> 110 43 ML <br />' 112 ���ED GEpI <br />' 114 GREGORY P. <br /> STAHL <br /> 116 No. 5023 <br /> 118 F OF CA0F <br /> tzD <br /> ' 122 <br /> 124 <br /> 1 <br />