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Depth (ft.) Perc. Test P1 <br />0.0 <br />0.5 <br />1.0 <br />1.5 <br />2.0 <br />2.5 <br />3.0 <br />3.5 Shallow perc. test, <br />Rate 125 min/in <br />-4.0 <br />-4,5 <br />5.0 <br />5.5 <br />-6.0 <br />-6.5 <br />-7.0 <br />-7.5 <br />- 8.0 <br />8.5 <br />-9.0 <br />9.5 <br />-10.0 <br />-10.5 <br />-11.0 <br />_ 11.5 <br />Deep perc. test, <br />-12.0 Rate 11.90 min/in <br />LIVE OAK <br />GEO ENVIRONMENTAL INC. <br />Soil Log <br />(USCS) <br />o � <br />FI <br />Soil Log P1 and Percolation <br />Test Results <br />Vidauri Property <br />13180 N. Jack Tone Rd. <br />Lodi, CA <br />Plate No.: 11 <br />Project No: 2151 <br />Drilled: Sept. 10-23, 2021 <br />Drilling method: hand auger <br />ly <br />Sandy silt with clay <br />r/ a <br />/Silty <br />fine sand <br />rd <br />Explanation: <br />Percolation test interval is 6 inches. <br />Satisfactory result is greater than 1 <br />__ <br />minute per inch (min/in) but less than <br />60 min/in for a shallow test and greater <br />than 1 min/in but less than 30 min/in <br />for a deep test. The shallow test is 1.5 <br />to 3.5 feet deep, and the deep test is <br />3.5 to 25 feet deep. <br />Soil Log P1 and Percolation <br />Test Results <br />Vidauri Property <br />13180 N. Jack Tone Rd. <br />Lodi, CA <br />Plate No.: 11 <br />Project No: 2151 <br />Drilled: Sept. 10-23, 2021 <br />Drilling method: hand auger <br />