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' Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION 0U1-A013-S2 <br /> OU1 __ Boring Name -- <br /> DRILLING COMPANY DRILLER <br /> ' Vironex Env. Field Services A.Turchik project Name _Union Pacific Railroad -Tracy <br /> • DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24nches project Number 0565777.18 <br /> ISOLATION CASING FROM' TO FT ELEVATION AND DATUM TOTAL DEPTH <br /> nla nla n/a 4.0 ft.b s <br /> BLANK CASING FROM TO FT. DATE STARTED DATE COMPLETED <br /> n/a n/a n/a 12115/05 12115/05 <br /> n/a SLOTTED CASING FROM n/a TO n/a STATIC WATER ELEVATION NORTH <br /> ' <br /> SIZE AND TYPE OF FILTER PACK FROM n/a TO n/a FT. LOGGED BY nla EAST 2091791.160 <br /> n/a M. McLeod 6296093.170 <br /> SEAL FROM TO FT. SAMPLING METHODS WELL COMPLETION <br /> n/a n/a n/a' Continuous-Geo robe FROM TO FT. P ❑SURFACE HOUSING <br /> GROUT Neat Cement 0 12 ❑STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> ' Type Recovery Pesist.ngtr Depth Log <br /> &No. (Feet) Resist. (Feet) <br /> Blowsl6' <br /> SILTY SAND(SM)YELLOW,-10%GRAVEL,-10% <br /> COARSE-GRAINED SAND,-60%FINE-GRAINED <br /> o/o.e SAND,-20%SILT, DRY <br /> JOYR <br /> 1.312.32.3 Neat Cement SM , C. 718 <br /> PID=451 PPM <br /> e�< <br /> ' NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2. BGS:BELOW GROUND SURFACE <br /> o3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> 0 <br /> N <br /> O <br /> zZ <br /> W <br /> W <br /> z <br /> z <br /> Y <br /> a. <br /> U <br /> ol <br /> (on z <br /> O <br /> to <br /> r <br /> N <br /> O <br /> z <br /> U <br /> H <br /> U <br /> 7 <br /> (Y <br /> z <br /> • z <br /> 0 <br /> U <br /> J <br /> 3 <br /> z <br /> z <br /> 0 <br /> ' Co F40.1SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />