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GROUND ZERO ANALYSIS LOG OF BORING SB4 <br /> ' PROJECT .c.DNZALAS TRUCKING LOCATION VFNUE. ESCALON CA <br /> PROJECT NO. _400 <br /> COMMENTS: <br /> PAGE _2_OFA_ <br /> WELL DEPTH VID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL �, (ppm) BLOWCOUNT LOG <br /> 4 36/39.5--41/44.5' SILT (ML): <5% FN, A SND; >95X FNS, N DRY STRNGTH, <br /> ML R DLTNCY, L TGHNSS, N PLST, V STIFF, BRN, NPO, DRY <br /> GT-SI34-40 <br /> ' —42- <br /> -44 <br /> ' <br /> 13 41/44.5-46/49.5' WELL GRADED SAND (SW): 1009 FN-CRS, A-SA, W GRDD 0 26 SW SND; DNS, ERN, NPO, DRY-MST <br /> 46 26 <br /> GT-S24-45 <br /> ' 48 <br /> 46/49,5-51/54.5' FAT CLAY (CH): <5% FN, A SND; >95% FNS, H DRY STRNGTH, <br /> 9 N DLTNCY. H TGHNSS, H PLST, V STIFF, BRN, NPO, MST <br /> 50 1 CH <br /> 0 17 <br /> 52 GT-S84-50 <br /> ' 54 51/54.5-56/59.5' SILT (ML): <5% FN, A SND; >95% FNS, N DRY STRNGTH, <br /> 25 R DLTNCY, L TGHNSS, N PLST, V DNS, BRN, NPO, MST <br /> 58 ML <br /> 56 <br /> GT-SB4-55 <br /> —58- <br /> 56/59.5-61' SILTY CLAY (CL/ML): 10-15% FN, A SND; 85-90% FNS. <br /> ' - - - — M-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, HARD, <br /> 60 0 CL/ML <br /> 16 BRN, NPO. WET <br /> 25 <br /> 49 — <br /> GT-S84-60 <br /> ' -62- <br /> - <br /> fit - <br /> HYDROPUNCN GROUNDWATER SAMPLE COLLECTED 60-65' <br /> 64 -_ <br /> - 17 <br /> 66 <br /> 68 O G�O� <br /> 70- <br /> - - <br /> 0 JOIJ,N P. -j <br /> 72 LAN"r- <br /> N . 6795 <br /> (P 4 <br /> 74- <br /> - <br /> 4 <br /> OF CA�-4� <br /> -76- <br /> 78- <br /> _80- <br /> L82 <br /> 8O <br />' 82 <br />