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PROJECT No. 97-736-01-01 <br /> BORING No. S64 <br /> LOGGED BY T. LUTTERMAN <br /> PROJECT NAME: 'EGGIMAN ANDREW and EDITH TRUST <br /> BORING LOCATION: .1112 E. HARDING WAY, STOCKTON, C,?. SURFACE ELEV: <br /> ❑RILLER: DAVID A. TISCH DATE STARTED: 07/24/97 DATE FINISHED: 07/24/97 <br /> cn <br /> " SAMPLE BLOW Cn U <br /> COUNT REC a z WC Qu w SOIL DESCRIPTION <br /> U NJ' o_ O N 0. <br /> No. <br /> iu TYPE INTERVAL 0" 6' 12" (in) J {%) (tsf) a o AND REMARKS o_ <br /> a FROM TO 6' 12" 18' <br /> °o) ASPHALT - 2 Inches <br /> 1� <br /> 00 <br /> 0 <br /> o ° <br /> 0 <br /> °o° SILTY SAND, --60% fine sand, --4C% <br /> 4.0 6.0 18 °°° fines, moderate yellow brown, none to <br /> 5 0C moderate product odor, dry, weak <br /> ° cementation. <br /> 0 0 <br /> 0 <br /> 00 o PI0=5.0 ppm <br /> ' 0 0 <br /> M°00 <br /> 9.0 11.0 24 ° <br /> 0 0 <br /> 10 0°° PID=150 ppm <br /> ° SILT WITH SAND, <30% fine-medium <br /> poorly graded sand, >TO% fines, low <br /> dry strength, no plasticity, moderate <br /> t S 14.0 16.0 18 yellow brown, strong product odor at <br /> 15 15' and odor at 20' <br /> PI0-1500 ppm <br /> or - - <br /> ML <br /> 2 S 19.0 21.0 18 <br /> 20 PID=2.0 ppm <br /> 21 GeoProbe refusal at 21 feet. <br /> Bottom of boring at 21 feet. <br /> ' Notes: <br /> 25 1. Sample numbers identified as: <br /> I - ET-SB4-15.0' <br /> ' 2 - ET-SB4-20.0' <br /> S - SOIL <br /> Soil boring backfilled to surface with <br /> ' 30 neat cement grout. <br /> 35- <br /> 401 <br /> Page 1 of f <br /> 1 � <br />