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FIELD <br /> DESCRIPTION <br /> a o r <br /> m z a <br /> m m a T <br /> o- E E a o <br /> Well <br /> Q) cn cn m J Approximate Elevation feet{msl) Const. <br /> a O� <br /> o [� Sandy SILT(ML): Red-brawn,moist <br /> 30 <br /> 55 <br /> Sandy GRAVEL with occasional silt and clay lenses(GP):dry, <br /> ° gravel to 2 inches diameter,predominantly 1 inch diameter <br /> o D <br /> D � <br /> a D a <br /> Q <br /> 35 o D' <br /> �,- <br /> Sandi SILT with drivel lenses GP : Dark red-brown,moist <br /> an GRAVEL with occasional silt and clay lenses(GP):dry, <br /> 13 ° lominanily 1 inch diameter <br /> Boring completed at a depth of 6-1/2 feet below existing site <br /> grade. <br /> 40 <br /> I <br /> i <br /> 45 k <br /> I <br /> 50 - <br /> 55 <br /> 0 <br /> 60 <br /> LOG OF BORING MW-2 PLATE <br /> a U4 K L E 1 N F E LD ER DSS COMPANY 2 0# 2 <br /> N PROPOSED GRAVEL PIT (OX-96-1) <br /> KOSTER ROAD FACILITY A'4 <br /> N Drafted By: D.Ross Project No.: 20-2245-36.EO2 TRACY, CALIFORNIA <br /> Y! Date: 4/9/2001 File]Number: 20224536 <br /> Capyri¢ht Kl—Iokle.Inc.2001 <br />