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Depth (ft.) <br />0.0 <br />0.5 <br />1.0 <br />1.5 <br />2.0 <br />2.5 <br />3.0 <br />3.5 <br />a.0 <br />4.5 <br />5.0 <br />Perc. Test P1 Soil Profile <br />Boring <br />Shallow <br />perc. test, <br />failed <br />7.0 <br />Deep perc. <br />test, Rate <br />7.5 <br />13.9 min/in <br />8.0 <br />8.5 <br />9.0 <br />Explanation: <br />9.5 <br />Percolation test interval is <br />10.0 <br />6 inches. Satisfactory <br />result is greater than 1 <br />10.5 <br />minute per inch (min/in) <br />but less than or equal to 60 <br />" o <br />min/in for a shallow test. <br />11.5 <br />The shallow test is 1.5 to <br />3.5 feet deep. Satisfactory <br />12.o <br />result is greater than 1 <br />minute per inch (min/in) <br />12.5 <br />but less than or equal to 30 <br />13.0 <br />min/in for a deep test. The <br />deep test is 3.5 to 25 feet <br />13.5 <br />deep. <br />Soil Log <br />(USCS) <br />i <br />!aches �I 1 <br />andy cla <br />layey sill <br />t, <br />Silt <br />r <br />r <br />Very fine sand with silt <br />i M <br />j l <br />Sandy silt <br />r <br />'a, Y <br />Fine sand with sil , <br />J S'. <br />c Fine to coarse sand with silt' <br />Soil Log and Percolation Test Plate No.: 11 <br />Results Project No: 2218 <br />II Vi <br />neto Mobile Home Park <br />LIVE OAK 11662 N. Ham Ln. Drilled: March 21, 2022 <br />GEO ENVIRONMENTAL INC. Lodi, CQ Drilling method: hand auger, <br />S iradrill LHD 50 <br />