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<br /> DrillingLog
<br /> 9
<br /> BEMGROUNDWATER Soil Boring C-8
<br /> TECHNOLOGY
<br /> Project Golden Grain/Manteca Owner Golden Grain Com an
<br /> Location
<br /> 298 Moffet Boutvard Manteca CA Prai No Gg2G2G215
<br /> I
<br /> Description
<br /> qE d 'o a o.o V
<br /> CLw a a U ,�� (Color, Texture, Structure)
<br /> 0_ o d N Trace < f0%, Little 10% to 20%. Some 20% to 35%, And 35% to 50%
<br /> U) m x a
<br /> Poorly Graded SAND Gray, 85% fine sand, t5% medium to coarse sand,
<br /> moist, micaceous, no odor
<br /> 0 CS -
<br /> -tt SP
<br /> 13 II Thin Sandy SILT lense Brown, 55% silt, 30% medium sand, 10% fine sand, 5%
<br /> clay, moist, no odor
<br /> } SILT with Sand Brown, 65% silt, 20% clay, 15% fine sand very moist, no
<br /> o odor
<br /> II 1t ML
<br /> sM Silty SAND with interbedded Sandy SILT
<br /> 15 � 0 �
<br /> Iff"
<br /> L Silty SAND Grayish-brown, 85% fine sand, 15% silt wet, no odor
<br /> 5rt �p Sandy SILT Grayish-brown, 60% silt, 40% fine sand, wet, no odor
<br /> Groundwater encountered 4/22/36
<br /> ' SP yPoorly Graded SAND Brown, 65% fine sand, 30% medium sand, 5% silt, wet,
<br /> no odor
<br /> yj — ,sP !Poorly Graded SAND Gray, 95% fine sand, 5% silt, wet, no odor
<br /> Interbedded Poorly Graded SAND and Sandy SILT
<br /> ML Poorly Graded SAND 65% fine sand, 30% medium sand, 5% silt, wet, no
<br /> =i,P odor
<br /> o Sandy SILT Brownish-gray, 60% silt, 40% fine sand, wet, no odor
<br /> Lean CLAY Brownish-gray, 60% clay, 40% silt, moist to wet, no odor
<br /> Poorly Graded SAND with Silt Gray, 90% fine sand, 10% silt, wet, no odor
<br /> 1sm ! SILT with Sand Brown, 65% silt, 20% fine sand 10% clay, 5% medium sand,
<br /> _
<br /> 'ML t very moist, no odor
<br /> ' Poorly Graded SAND Gray, 70% fine sand, 30% medium sand water
<br /> . saturated, no odor
<br /> 21
<br /> �r fl
<br /> II
<br /> Interbedded Lean CLAY and Elastic SILT
<br /> �Z_i— Lean CLAY Grayish-brown 60% clay 40% silt, moist no odor
<br /> 23 —
<br /> Paae 2 of 3
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