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BORING NUMBER: B-2 PAGE 1OF1 <br /> PROJECT NAME:DFV 15 Red Fermenters PROJECT LOCATION: Manteca, CA <br /> PROJECT NUMBER: G001.03 CLIENT: Baez Design Group, Inc. <br /> DATE DRILLED: 09/25/18 GROUND ELEVATION:35 feet <br /> DRILLING CONTRACTOR: West Coast Exploration GROUNDWATER:None encountered <br /> DRILLING METHOD: Solid Flight Auger SAMPLER TYPE: <br /> LOGGED BY: SP Standard Modified California <br /> NOTES: Elevations obtained from Google Earth Penetration Test Sampler <br /> F__o <br /> 0 <br /> Z Z,_; U Wo } WN <br /> to O _ W = O ~ a Cr ~ H-# <br /> F-^ F-Y Ow Z� DZ Uw zC9 <br /> MATERIAL DESCRIPTION w a w a U`w _ F-W 0 0 Fn <br /> � Wv o" Q Oa Qf Oz g� U)CO <br /> W U) m- 20 n. za <br /> LL92 0 <br /> o <br /> ML/ SANDY SILT to SILTY SAND, light brown, dry, soft to loose, fine-to <br /> SM medium-grained sand <br /> SM SILTY SAND, medium brown with caliche mottling, dry, medium dense, <br /> fine-grained sand, moderately cemented <br /> (Consolidated 1.8% at 2,000 psf and additional 4.5% after saturating) 14 4.4 <br /> 87 5 <br /> 19 <br /> ------------------------------------------------------------- <br /> SP SAND with SILT, light tan and light gray, dry to moist, medium dense, <br /> fine-to coarse-grained sand 27 <br /> 82 10 <br /> ---- ------------------------------------------------------ <br /> SM SILTY SAND, mottled brown and gray and dark brown, moist, dense, 37 <br /> fine-to medium-grained sand, moderately cemented <br /> 77 151 <br /> 26 <br /> ------------------------------------------------------------- <br /> CL SILTY CLAY with SAND, mottled brown and orange with dark brown <br /> spots and white caliche veins, moist, hard, fine-grained sand 58 <br /> 72 gn <br /> Bottom of Boring at 20 feet deep. No free groundwater encountered. <br /> BAEZ GEOTECHNICAL GROUP A-3 <br />