Laserfiche WebLink
Depth Soil Log <br /> eft.) Perc.Test P7 (USCS) <br /> 0.0 - - - - - - - - <br /> Sandy silt <br /> ..._ <br /> 1.0 <br /> 2.0 - - - - - - - - - <br /> 3.0 <br /> Shallow <br /> 4.0 perc.test, -.. <br /> Rate 13.9Very fine sand <br /> min/in <br /> 5.0 <br /> 6.0 -..—..._ <br /> Very fine to coarse sand <br /> 7.0 / <br /> 8.0 <br /> 9.0 —' Explanation:Percolation test interval is 6 <br /> ' inches. Satisfactory result is less than or <br /> equal to 60 minutes per inch (min/in) for a <br /> 10.0 - - / shallow test or less than or equal to 30 <br /> Z. ,` min/in for a deep test. The shallow test is 3.0 <br /> to 3.5 feet deep. The deep test is greater <br /> 11.0 than 3.5 to 25 feet deep. <br /> 12.0 <br /> 13.0 ; <br /> 14.0 <br /> 15.0 <br /> Deep perc.test, <br /> Rate <2.5 min/in <br /> P7 Soil Log Plate No.: 13 <br /> and Percolation Test Results <br /> Calosso Property Project No.: 1419 <br /> LIVE OAK 34443 N. Dry Creek&+ 15751 E. Prouty Drilled Sept.2014-Jan.2015 <br /> GEO ENVIRONMENTAL INC: Gait,CA <br /> [Drilling Method: Hand Auger <br />