Laserfiche WebLink
LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER F90-02 01 BORING NO MW-12 <br /> PROJECT NAME A Telchert & Son, Inc PAGE 4 @F 5 <br /> BY D Buchanan DATE 8112192 SURFACE ELEV 20 57 Pt <br /> PENETRA- <br /> I W LITHO— hE�L <br /> —i <br /> PID RECOvERY TION J 4 GRAPHIC DESCRIPTION DCTAIL <br /> EL(li <br /> �.dL Y_- COLUMN <br /> (PPM) (ft/ft) (biws/ft) C?�J <br /> 0 1 111 5 SAND (SP) (continued) <br /> 51 <br /> I@ 61 5 Dark grayish brown(2 5Y,4a.) <br /> I <br /> I 0 14/15 65 @ 65' Fine sand,angular to subangular,903'0 <br /> quartz,5-109D' dark grains, trace mica, rootholes <br /> 35 common,dense, damp,no product odor <br /> CLAYEY SAND(SCJ,brown(IOYR, 5/3) to <br /> /0" yellowish brown (10YR,5/4), 20% low plasticity <br /> fines, 80% fine sand,angular to subangular,95% <br /> quartz,trace dark grains,trace feldspar, mottled <br /> I <br /> 01 1 111 5 70 with abundant Iron oxide stairang, occasional <br /> caliche, very dense,damp,no product odor <br /> 56 <br /> I <br />' 0 1 011 5 75 @ 75' Caliche common,very dense, damp, no <br /> product odor <br /> 78 <br /> 1 <br /> 80 <br /> I REMARKS <br /> Soil boring was dulled using 8-inch diameter hollow stern auger dnihng espupment and sampled with a modified <br /> California split-spoon sampler equipped with sunless steel liners See attached welt details for well construction <br />' <br /> EONmformaum <br /> E N <br /> ASSOCIATES <br /> I <br />