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"RSICH GEOPROBE BORING REPORT Boring No. SV-113 <br /> Project Soil Vapor and Groundwater Investigation-Former Nestle Facility File No. 130215-004 <br /> Location Ripon,California Date 11 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°44'07.99"N <br /> Hand Auger Diameter(in.): 3.25 Location: 121°7'28.49"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 /> CU 0 a s j m `� cn (color,USCS soil type,odor,moisture, o c o a�i c c w a, •`—' �' <br /> 0 fn �p U other soil components/descriptions) U iL U 2 M iL co <br /> 0 o 0 0 0 0 o O F d in <br /> GM 10YR 6/2 light brown,silty GRAVEL,mps 2 in.,dry,loose(fill) 50 20 - 10 20 <br /> 2 <br /> ED <br /> 0 1 1.0 SM 10YR 4/2 dark brown,silty SAND,trace gravel,mps 0.75 in., T - 10 50 40 <br /> moist,loose <br /> ER 2 <br /> 8 -ao 0 2.5 ML 10YR 4/2 dark grayish-brown,SILT with sand,moist,soft - - - - 20 80 S L <br /> C <br /> N <br /> (h <br /> 4 <br /> N <br /> i ii......i <br /> :.. 4.5 ML 10YR 5/1 gray,sandy SILT,moist,soft 30 70 <br /> z <br /> Y <br /> O <br /> w 6 <br /> U <br /> LL <br /> 0 <br /> < 7 <br /> z <br /> af <br /> LL <br /> F 8 8.0 SP-SM 10YR 6/2 light brownish-gray,poorly-graded SAND with silt, 5 25 60 10 <br /> Z moist <br /> z 9 <br /> 0 <br /> 0, 10 0 9.7 ML 10YR 5/2 grsyish-brown,sandy SILT,moist 20 80 S L <br /> o _______ <br /> W 10.5 SM 1oYR 6/2 flight brownish-gray,silty SAND,moist 5 25 50 20 <br /> a 11 <br /> 0 <br /> x <br /> 12 <br /> a 164 <br /> 0 <br /> W 13 13.0 ML 10YR 4/2 dark grayish-brown with 10YR 3 3 dark brown staining, - - - - 10 90 S L <br /> SILT,moist <br /> 14 14.0 SM 10YR 4/2 light grayish-brown mottled with 10YR 5/3 brown,silty 5 25 50 20 <br /> SAND,moist,loose <br /> W 15 0 <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-113 <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 /> 0 <br /> O <br /> Note: Soil identification based on visual-manual methods of the USCS as gwacticed by Haley&Aldrich Inc. <br />