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TEST PIT NUMBER: TP-1 PAGE 1OF1 <br /> PROJECT NAME:Zinc House Winery PROJECT LOCATION: 20679 Highway 120 Escalon, CA 95320 <br /> PROJECT NUMBER: G123.01 CLIENT: Latitude 37 Partners <br /> DATE EXCAVATED: 09/28/2019 GROUND ELEVATION:91 <br /> EXCAVATION CONTRACTOR:Lion River Construction GROUNDWATER:No groundwater encountered <br /> EXCAVATION METHOD: CAT 303.5E2 SAMPLER TYPE: <br /> LOGGED BY: SP Bulk Sample BModified California <br /> NOTES: Elevation obtained from Google Earth Sampler <br /> F-o <br /> 0 <br /> z Z'..' v w w 7k <br /> Q = w D O d <br /> F=Z F 02 z� �Z QW zcD <br /> MATERIAL DESCRIPTION w U 3 }0 Ln� cn z UO Fn <br /> z �v o Q Oa pw Oz Q— U)U) <br /> W U) 1iOa Za <br /> m <br /> 3: U �a <br /> 91 n <br /> SM SILTY SAND, brown, dry, very dense, fine-to medium- grained sand, <br /> moderatly cemented <br /> ---- ------------------------------------------------------ <br /> SM/ SILTY SAND to SAND with SILT, brown, moist, medium dense, fine-to <br /> SP medium- grained sand <br /> (Sample consolidated 0.5% upon loading to 2,000 psf and <br /> consolidated additionally 1.1% after saturation) 6.2 <br /> Below 3'/2 feet, medium to dark brown <br /> ---- ------------------------------------------------------ <br /> SM/ SANDY SILT, gray with white and brown veins, moist, hard, fine-to <br /> ML medium- grained sand, moderate to heavily cemented [HARDPAN] <br /> Bottom of Test Pit at 5 feet below ground surface. <br /> 81 1 <br /> 76 1 <br /> BAEZ GEOTECHNICAL GROUP A-1 <br />