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"RSICH GEOPROBE BORING REPORT Boring No. SV-107 <br /> Project Soil Vapor and Groundwater Investigation-Former Nestle Facility File No. 130215-004 <br /> Location Ripon,California Date 16 July 2019 <br /> Client Nestle USA <br /> Contractor Cascade Drilling Logged d J.Galvin <br /> Driller D.Amador Reviewed By B.Rumle <br /> Equipment: Geoprobe 7700 Specific 37°44'20.16"N <br /> Hand Auger Diameter(in.): 3.25 Location: 121°7'24.01"W <br /> Geoprobe Casing Diameter(in.):2.25 <br /> o Gravel Sand Field Test <br /> a o f j T Visual-Manual Identification&Description F T y <br /> (n m U <br /> L p Q c +•�' <br /> o a s a m `� cn (color,USCS soil type,odor,moisture, o c o a�i c c c � •`L <br /> 05 � U U) other soil components/descriptions) U iL U 2 i2 i2 m �' T <br /> 0 o 0 0 0 0 0 0 F d to <br /> ASPHALT(6.0 in.) <br /> N1 0 0.5 ML 10YR 4/2 dark grayish-brown,sandy SILT,moist,soft - - - T 30 70 S L <br /> 0 <br /> ER 2 <br /> m <br /> 8 <br /> C <br /> N <br /> (h <br /> 4 <br /> N <br /> M <br /> z 5 <br /> z ., <br /> Y <br /> o At 5.5 feet,increasing sand content - - - 10 30 60 <br /> w 6 <br /> U <br /> LL <br /> O <br /> Q 7 102 <br /> z <br /> O <br /> LL <br /> Q 8 <br /> F <br /> z <br /> i-? <br /> 0 9 93 9.0 SM 10YR 6/2 light grayish-brown,silty SAND,moist,loose 20 50 30 <br /> 0 <br /> 0 <br /> L), 10 <br /> m <br /> 0 <br /> At 10.5 feet,sand coarsening 50 20 30 <br /> Q 11 22 <br /> 0 11.5 ML 10YR dark grayish-brown,SILT,moist,stiff - - - - 10 90 S L <br /> L) 12 <br /> U <br /> K <br /> a 13 <br /> w <br /> a <br /> 14 <br /> 14.5 SM 10YR 6 2 light grayish-brown,silty SAND,moist,loose - - - 15 50 35 <br /> W 15 4 <br /> 0 <br /> 15.5 BOTTOM OF EXPLORATION 15.5 FEET <br /> 0 <br /> a' <br /> zz <br /> x <br /> z <br /> 3 <br /> m <br /> i? <br /> z <br /> 3 <br /> rn� <br /> 0 <br /> m <br /> Q <br /> x <br /> Minor Components Field Tests Recovery Well Diagram Samples Boring No. <br /> 8 <5% Trace Dilatancy: Plasticity: m Recovery ® Well Box Sample ID Format: <br /> 0 5-10% Few R-Rapid N-Nonplastic ® No Recovery ® Screen None SV-107 <br /> 0 15-25% Little S-Slow L-Low ® Bentonite Seal <br /> N 30-45% Some N-None M-Medium 0 Filter Sand Number of Samples: <br /> R 50-100% Mostly H-High Dry Bentonite None <br /> W Grout <br /> o Additional Notes <br /> w <br /> m <br /> 0 Soil vapor probes installed at 5.0,10.0 and 15.0 feet below ground surface. <br /> a <br /> O <br /> Note: Soil identification based on visual-manual methods of the USCS as gwacticed by Haley&Aldrich Inc. <br />