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Technicon Engineering Services.Inc BORING B 1 <br /> y 4539 N.BmWey Avenue#108 PAGE 1 OF t <br /> T E C H N I C O N Fresno,CA 93622 <br /> - . - -- Telepnane: (559)276-9311 <br /> Far, (559)276-9344 <br /> PROJECT NAME Proposed Dlstrbution Building PROJECT NUMBER 160007 <br /> PROJECT LOCATION Tracy.CA SURFACE DESCRIPTION Flat Wet Bare Surface <br /> DATESTARTED VN18 COMPLETED V4116 GROUND ELEVATION <br /> DRILLING CONTRACTOR All Well Abandonment GROUND WATER LEVEL No grwndwaterencountered. <br /> DRILL RIG TYPE CME-75 BORING DEPTH 16.5 R <br /> DRILLING METHOD 7.5-inch Hollow Stem Aucer LOGGED BY S Athwal CHECKED BY S.disown <br /> Q. <br /> E S2 <br /> R Qc 98 MATERIAL DESCRIPTION pi �X TESES REMARKS <br /> toe' 01 re'are m g <br /> s <br /> Sandy CLAY(CL)-very stiff,blackish brown.moist, <br /> cA�l 4- high plasticity <br /> 14) <br /> a (34) <br /> `n <br /> s <br /> SPT 5,64 Poorly Graded SAND WITH SILT(SP-SM)- <br /> (t0) medium dense,movm,moist,fine to coarse grained <br /> SII city (CL•ML)-s1ifL light brown,moot,low <br /> Q <br /> plasticity <br /> yyyq 1 <br /> CAL 4$14 <br /> Sandy CLAY(CL)-stiff,broimewn,moist,wfin --- <br /> sand <br /> 15 <br /> g S� &&10 lly SMD <br /> (19) Si medium (SM)grained� me <br /> ium de .brain.mane <br /> st.fi <br /> 8 <br /> Sandy CLAY C -vary stiff,brown,mast <br /> NOTES: <br /> 1.Bottum of boring at feet. <br /> 2.No gmundweter enncounoun tered. <br /> 3.Boring backfilletl wdh soil cuttings 2/4/16. <br /> $3 <br /> u`g <br /> N <br /> S <br /> y� <br /> 4 <br /> Figure 1 - Soil Boring Log <br /> i � <br />