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" ` jr-" GEOPROBE BORING REPORT Boring No. SV-101 <br /> ALbmcH <br /> Project Soil Vapor and Groundwater Investigation-Former Nestle Facility File No. 130215-004 <br /> Location Ripon,California Date 12 July 2019 <br /> Client Nestle USA <br /> Contractor Cascade Drilling Logged d J.Galvin <br /> Driller D.Amador Reviewed By B. Rum le <br /> Equipment: Geoprobe 7700 Specific 37°44'23.55"N <br /> Hand Auger Diameter(in.): 3.25 Location: 121°7'32.40"W <br /> Geoprobe Casing Diameter(in.):2.25 <br /> o Gravel Sand Field Test <br /> Q o f T Visual-Manual Identification&Description B N <br /> 1 0 Q V) N U .L... <br /> 0 d o 0 L co (color,USCS soil type,odor,moisture, o o W � m .� <br /> U)0 U other soil components/descriptions) U U 2 1 m o <br /> 0.3 SW-SM ASPHALT(4.0 in.) 10 30 50 10 <br /> G 0 10YR 4/2 dark grayish-brown,well-graded SAND with silt,moist, <br /> 1 loose <br /> 0 <br /> 2 w <br /> m Q <br /> 3 <br /> Lh <br /> m <br /> N <br /> 4 <br /> 5 5 0 <br /> Y <br /> a <br /> O <br /> w 6 <br /> U <br /> O <br /> a 7 <br /> z <br /> O <br /> LL <br /> a 8 <br /> F <br /> z <br /> Z 9 <br /> 0 <br /> 0 <br /> 0 <br /> 10 <br /> K <br /> 0 <br /> a <br /> 'w <br /> a 11 <br /> 0 <br /> 0 12 <br /> U <br /> K <br /> 0 <br /> W 13 13.0 SW 10YR 7/2 llight gray,well-graded SAND,trace silt,moist,loose 20 30 50 T <br /> a_ <br /> 14 <br /> c°7 <br /> m 15 <br /> 0 <br /> a <br /> 16 <br /> Z 16.5 BOTTOM OF EXPLORATION 16.5 FEET <br /> z <br /> m <br /> c� <br /> z <br /> al <br /> Minor Components Field Tests Recovery Well Diagram Samples Boring No. <br /> a5% Trace Dilatancy: Plasticity: m Recovery ® Well Box Sample ID Format: <br /> 0 5-10% Few R-Rapid N-Nonplastic ® No Recovery ® Screen None SV-101 <br /> 15-25% Little S-Slaw L-Low ® Bentonite Seal <br /> N 30-45% Some N-None M-Medium 0 Filter Sand Number of Samples: <br /> F 50-100% Mostly H-High Dry Bentonite None <br /> W 0 Grout <br /> o Additional Notes <br /> w <br /> m <br /> ° Soil vapor probes installed at 5.0,10.0 and 15.0 feet below ground surface. <br /> d <br /> 0 <br /> Note: Soil identification based on visual-manual methods of the USCS as practiced by Haley&Aldrich Inc. <br />