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PROJECT No. 97-736-01-01 <br /> BORING No. SO4 <br /> LOGGED Sy T. LUTTERMAN <br /> PROJECT NAME: EGGIMAN AN❑REW and EDITH TRUST <br /> 80RING LOCATION: 1112 E. HARDING WAY, STOCKTON, CA. SURFACE ELEV: <br /> DRILLER: DAVID A. FISCH DATE STARTED: 07/24/97 DATE FINISHED: 07/24/97 <br /> u� <br /> SAMPLE BLOW <br /> U <br /> Y COUNT REC r co WC Du L SOIL DESCRIPTION o <br /> CL No.TYPE INTeRVAL 0' 6' 2' a o ¢ u1 LU <br /> LU <br /> LUfin} {�) {ksf) AND REMARKS a <br /> "CM 1 TO 6' 112' IS' <br /> V ASPHALT - 2 inches <br /> a a <br /> C o <br /> a <br /> Co° SILTY SAND, -8C% fine sand, 4096 <br /> 4.0 6.0 18 °°°� fines, moderate yellow brawn, none to <br /> 5 o ° moderate product odor, dry, weak <br /> a°° cementation. <br /> ° <br /> ° a PID=5.0 ppm <br /> ° <br /> a ° <br /> SM 000 <br /> 9.0 11.0 24 ° <br /> o a <br /> 101 ° <br /> a ° PID-150 ppm <br /> 0 <br /> z ° <br /> ° <br /> ° SILT WITH SAND, <30% fine-medium <br /> poorly graded sand, >70% fines, low <br /> Cry strength, no plasticity, moderate <br /> 15 1 5 la.0 16.0 16 yellow brown, strong product odor at <br /> 15' and odor at 20' <br /> PID=1500 ppm <br /> 2 S 19.0 21.0 18 ML <br /> 20 PIC=2.0 ppm <br /> 21 GeoProbe refusal at 21 feet. <br /> Bottom of boring at 21 feet. <br /> Notes: <br /> 25- <br /> 1. Sample numbers identified as: <br /> I - E 7-S84-15.0' <br /> 2 - E T-SE4-20.0' <br /> S - SCIL <br /> Soil boring backfilled to surface with <br /> 3p neat cement grout. i <br /> 35- <br /> 40— <br /> page <br /> 54dPage 1 of 1 <br />