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USCSELEVATION(feet)DEPTH(feet)SAMPLERFINES CONTENT% PASSING #200PLASTICITYINDEXMOISTURECONTENT (%)DRY UNITWEIGHT (pcf)BLOW COUNT(blows/foot)MATERIAL DESCRIPTION <br />0 <br />5 <br />10 <br />15 <br />PAGE1OF1 <br />PROJECT NAME: <br />PROJECT NUMBER: <br />DATE DRILLED: <br />DRILLING CONTRACTOR: <br />DRILLING METHOD: <br />LOGGED BY: <br />NOTES: <br />PROJECT LOCATION: <br />CLIENT: <br />GROUND ELEVATION: <br />GROUNDWATER: <br />SAMPLER TYPE: <br />Modified California <br />Sampler <br />Standard <br />Penetration Test <br />BORING NUMBER: P1P1 <br />Bacardi Residence <br />G130.09B <br />01/04/2022 <br />Lion River Construction <br />Solid Flight Power Auger <br />SP <br />Elevation obtained from Google Earth <br />285 South Austin Road, Manteca <br />Valdovinos Development <br />51 feet <br />Not encountered <br />BAEZ GEOTECHNICAL GROUPBAEZGEOTECHNICAL GROUP <br />SILTY SAND, brown, dry to moist, looseSM <br />SILTY SAND to SAND with SILT, brown, dry to moist, dense,medium <br />fine- to medium-grained sand <br />SM/ <br />SP <br />Bottom of Boring at 42 inches below ground surface. <br />Groundwater was not encountered. <br />51 <br />46 <br />41 <br />36 <br />Bulk <br />Sample