Laserfiche WebLink
Clayey silt with fine sand, <br />partially cemented <br />Silty sand, partially cemented <br />[ <br />r <br />Silty fine sand <br />Fine to medium sand with silt <br />Sandy clay <br />Depth (ft.) Percolation Test P1 <br />70.0 <br />a 0.5 <br />12.0 <br />12.5 <br />13.0 <br />Shallow perc. <br />test: Rate 125 <br />min/in <br />4.0 <br />1 4.5 <br />15.0 <br />15.5 <br />16.0 <br />16.5 <br />17.0 <br />7.5 <br />:8.0 <br />18.5 <br />19.0 <br />19.5 <br />110.0 <br />110.5 <br />112.0 <br />112.5 <br />Deep perc. test: <br />Inconsistent <br />rate <br />L13.0 <br />13.5 <br />114.0 <br />114.5 <br />:15.0 <br />115.5 <br />:16.0 <br />116.5 <br />Soil Log <br />(USCS) <br />/ / <br />/ , ,' Explanation: <br /> <br />I , <br /> <br />/ , Percolation test interval is 6 <br />/ , inches. Satisfactory result is <br /> <br />/ , I , greater than 1 minute per inch <br /> <br />/ , (min/in) but less than or equal to <br />60 min/in for a shallow test, and <br />greater than 1 min/in but less <br /> <br />/ , than or equal to 30 min/in for a <br />deep test. The shallow test is 3.0 <br />to 3.5 feet deep; the deep test is <br />3.5 to 25 feet deep. <br />/ <br />FifETA <br />Deep perc. test <br />Rate 10.0 min/in <br />Soil Log and Percolation Test <br />Results <br />Chapman Property <br />4214 E. Liberty Rd. <br />Galt, CA <br />Plate No.: 11 <br />Project No: 20-59 <br />Drilled January 14 and 20, 2020 <br />Drilling method: Spiradrill LHD 50, <br />hand auger <br />LIVE OAK <br />CEO ENVIRONMENTAL INC.