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BORING NUMBER: B-1 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 /> 1-o <br /> 0 <br /> z v LU o } LLI# <br /> F <br /> O = LU = O Z n �F- X Z C7 <br /> MATERIAL DESCRIPTION >w W w 3 }o F D <br /> wv Ov Q O 0 pw Oz g— ,U) <br /> w -, W �0 a co za <br /> LL o <br /> 35 0 <br /> ML/ SANDY SILT to SILTY SAND, tan-brown, dry to moist, soft to loose, <br /> SM fine-to medium-grained sand, with root fragments <br /> below 1 foot, moderately cemented, mottled tan and gray <br /> (Consolidated 2.8% at 2,000 psf and additional 8.5% after saturating) 9 3.7 <br /> below 3 feet, becomes medium dense to stiff <br /> 15 <br /> 30 5 <br /> ------------------------------------------------------------- <br /> SP SAND with SILT, mottled light gray and light tan and rust-orange, dry to <br /> moist, medium dense, fine-grained sand <br /> 36 <br /> 10 <br /> ---- ------------------------------------------------------ <br /> SM/ SILTY SAND to SANDY SILT with CLAY, red-brown to brown with white <br /> ML caliche veins, moist, very dense to hard, fine-grained sand <br /> 20/5" <br /> 20 15 <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 15 <br /> 37 <br /> (continued on next page) <br /> BAEZ GEOTECHNICAL GROUP A-1 <br />