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BORING CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID ewe <br /> 24 < , 24 <br /> - <br /> xY;a.Yx s 1 ,: • No sample recovery <br /> }'71016 Plug 1e�e�Ye <br /> 26 Bentande .t��.Y� 26 _ <br /> Y Y <br /> may° SM w <br /> Y Y <br /> 2$ xYx� 2$ <br />' t ,Y 1 <br /> 30 30 <br /> LLj xi2 ixs <br /> 113 CLAY light brown,firm to hard wet <br /> UJ 32 x z i 32 CL <br /> Y�Y� <br /> r` y` 39 =\ SM, Silty SAND light brown moist,fine grained very <br /> hard pwa;Wly cemented <br /> 0 34 34 Drill depth 33 5 feat <br /> 1 O <br /> � 36 Inch ftdws o z a s 36 <br /> C7 <br /> m 38 38 <br /> n�. <br /> 40 40 <br />' 42 42 <br />' 44 44 <br /> 46 46 <br />' 48 48 <br /> I <br /> Explanation Contacts <br /> Soil Boring A2 <br /> = <br /> water level in completed welf Sold where certain <br /> Q Fret wader found during drilling •• Dotted where approxomte Lopez Property Page <br /> 26500 Nowell Road 2 of 2 <br /> ® Locanan of recovered drill sampb Dashed where uncertain <br /> Thornton, CA <br /> 1 D Number <br /> ■ Locadion of sample sealed for Haclwred where grade tonal oto n ar- <br /> chemical analysis <br /> D >•iaW <br /> EsUrnaed C Man o.ti,c B' <br /> ® Sieve sanple ea K Mydrauk conduct") February 12 1996 <br /> t K.pnmary ZK.secondary Roomed By <br /> ® <br /> Continuous Core Job Number <br /> NR No raacovery i��AM, <br /> 96-47-0011 <br />