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i <br /> CLAYTON ENVIROHIdENTAL— <br /> CONSl1LTANTS, INC. PROJECT NO. 28094.00 GATE ?MARCH 28, 1990 BORING No VW-3 <br /> CLIENT ORCHARD VY HARDWARE <br /> LOG OF LOCATION i Sheet 1 <br /> EXPLORATORY BORING LOGGED BY L. UMPTON DRILLER DA UN EXPLORATION of _r <br /> - Field Location of Boring: SOuTINVEST CORNER OF PARCEL B. LOTS 29 AND Drilling method CONTINUOUS FLIGHT HOLLOW-STEM ANGER <br /> Halt i a. R 1 <br /> Casing Installation bata SCREEN F <br /> rcun ev.: 32.70 U41um S CASINO FROM 15'• 0't SAND ;Rom 2S7 a.: 717rawrTr <br /> : N - SURFACE <br /> D S Soil Litho- Water Level 10.71 It <br /> E A Group Graphic <br /> Blow Pig P M Symbol SymbaI Time 1030 <br /> Counts OVA T P (uses) <br /> y L Date 0-6.90 <br /> E <br /> DESCRIPTION <br /> Asphalt and base rack <br /> SANDY CLAY- dark gray, damp, low plasticity, mederatelY stiff, <br /> 1' <br /> sand is very fine, slight provuct odor? <br /> CL <br /> 3' <br /> # I CLAY with trace sand <br /> OL i E <br /> CLAYEY SAND with many gravel, medium gray, moist, low plasticity <br /> 5' <br /> 6/13112 1631 ppm medium grained sand <br /> 6' CL <br /> 7 <br /> 8' <br /> 9' <br /> CLAY green-gray with light gray mottling, damp, very stiff, <br /> 7/10/12 450 ppm low plasticity, trace sand <br /> 11. <br /> faint, but definite, product odor <br /> CL <br /> 13 <br /> 14. <br />