Laserfiche WebLink
LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER F90-02.01 BORING NO. MW-13 <br /> ' PROJECT NAME A.Teichert & Son,Inc. PAGE 1 OF 5 <br /> BY D.Buchanan DATE 8113192 SURFACE ELEV. 20.46 ft. <br /> ' PENETRA- <br /> O U! W LITHO- WELL <br /> PID RECOVERY TION J J GRAPHIC <br /> CLW tl COLUMN DESCRIPTIDN DETAIL <br /> (ppm} (ft/ft) ;blas/ftf --i <br /> 1 N <br /> ASPHALT <br /> F11L.,SANDY CLAY(CL),dark grayish brown <br /> GOYR,4/2);80%low plasticity fines;20% fine <br /> sand,quartz,trace feldspar,damp;no product <br /> odor. <br /> 1 5 <br /> IL <br /> 10 <br /> �1 <br /> 1 <br />' 15 <br /> t <br /> 20 <br /> REMARKS <br /> Soil boring was drilled using 8-inch diameter hollow-stem auger drilling equipment and sampled with a modified <br /> California split-spoon sampler equipped with stainless steel liners.See attached well details for well construction <br /> information. <br /> E N <br /> k. ASSOCIATES <br />