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I <br /> ( Q B- 1 <br /> 1 �" <br /> r <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> ` ° 1 o Drilling Method: Mobile 13-61)4"ID MSA ' <br /> E E. E n <br /> 1 � d u°15- a l'n Ground Elevation{ff) 6(MSL) <br /> i <br /> Q Environmental Driilin ,Inc a, <br /> o E 1= E o a' m w Drilled 13 — <br /> CO� co" m 1- o ma y'' <br /> f x >� n, SP Black,coarse to fine SAND(Loose to medium <br /> 1° >" dense,moist to wet)(fill:upper sand unit) "' <br /> t. ATD <br /> 5 1 b2 t5 <br /> I <br /> ,-S° NIL` " Gray,SILT with organics(soft to very soft,wet) = ,, <br /> S-2I b2 2 (slit unit) <br /> S-3: b2 0 151 - <br /> , <br /> —10 ML Light brown.SILT with organics(very soft,wet) <br /> (silt unit) ` <br /> ..._ S4 b2 1 <br /> ML Gray,fine tanoy SILT:(medium stiff,wet)(silt <br /> f unit) -a <br /> 1s <br /> S-5 b2 22 , ,-* SP Gray labtacic coarse"tofutaSSAN(}(medium <br /> . : ,=r dense,wet)(lower sand unit) <br /> , SP- _ <br /> S G b2 23 stA medium dense,ssrat {icwer sand unit <br /> k <br /> •- ' -�-Mt Gray,SILT with organics(medium dense,wet) t <br /> c *;. "20 goring Completed 07J16100 °(lower sand unit) _ - - <br /> (piece of wood in sampler may have affected <br /> faC Total Depth of Boring=19.0 ft. b s tmunts) <br /> z— �, <br /> O°, <br /> CO <br /> CM1—25 ..^w <br /> coil. <br /> - <br /> ta <br /> a 2 0 w <br /> t in <br /> B -35 .,.. <br /> i M Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> N 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. II S, 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> r -; <br /> A Log of Boring B- 1 Figure A-12 <br /> r <br /> I <br />