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GROUND ZERO ANALYSIS LOG OF BORING SB6/SB7 <br /> • PROJECT HARRYS AUTO LOCATION 2662 NORTH WILSON WAY STOCKTON <br /> CA PROJECT NO 327 <br /> COMMENTS <br /> PAGE 3 OF 3 <br /> WELL DEPTH PID u S C <br /> DETAIL FT Ppf�f BLOWCOUNT LOG DESCRIPTION <br /> 84 NOT LOGGED - SEE CPT1 BORING LOG <br /> NOT HA-SB7-85GW <br /> LOGGED _ <br /> e6 <br /> 88 <br /> 90 kA-S96-90 3 90-91/100' SILTY CLAY (CL/ML) 15-20X FN PRLY GRDD SO, 80-85% FNS, <br /> CL/ML M-H DRY STGTH, SLW CIL M TGHNS M PLST, <br /> 92 BRN, NPO DRY <br /> 194 <br /> 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 /> 9s <br /> HA-SB6-98GW <br /> 98 <br /> HA-S86-100' <br /> 100 230 SP-SC <br /> 102 <br /> —104— <br /> 101/105-106/110 LEAN CLAY (CL) 5-10% FN, PRLY GRDD SD, 90-95% FNS, <br /> H DRY STGTH N OIL, M-H TGHNS M-H PLST, <br /> HA-S86-105 BRN NPO, MST <br /> zo <br /> 106 CL <br /> 108 106/110-111' SANDY SILT (ML) 20-30% FN, PRLY GRDD SO, 70-80% FNS, <br /> N DRY STGTH, SLW DIL, L TGHNS, N PLST, <br /> 110 43 <br /> HA-S136-1 10' BRN, NPO MST-WET <br /> ML <br /> —112G£O(O <br /> e <br /> 114 P <br /> GREGORY P. N <br /> _116— STAHL <br /> No. 5023 <br /> 1 18 <br /> F OF CAUF / <br /> 120- <br /> 122 <br /> 124 <br />