Laserfiche WebLink
Soil Log <br /> Depth (ft.) Perc.Test P1 (USCS) <br /> o <br /> zo � <br /> r ` <br /> D <br /> Shallow perc.test, \ `� Sandy clay <br /> ♦ :;� \ 1.11. <br /> No movement, \ <br /> failedm \ <br /> 35 \ <br /> San <br /> m <br /> \ <br /> 1D ♦ , <br /> IS <br /> 4 • \ <br /> ffi 1 \ <br /> 90 • \ 1 clay <br /> b <br /> 05 •� <br /> uD `m m <br /> ns • �• <br /> ao • „_..y <br /> .}5 <br /> I30 <br /> I33 <br /> sand,cemented <br /> ua • <br /> lu ! <br /> isD '♦ / <br /> i51 / <br /> • • <br /> ,u r / <br /> ias ♦ I <br /> fa <br /> ine <br /> d • <br /> / <br /> nD • • / <br /> • ! 1 medium sand <br /> u5 iswfth silt <br /> • / <br /> 195 •� "-- / <br /> • � / Explanation: <br /> ! Percolation test interval is 6 inches. <br /> e !/ Satisfactory result is greater than or equal to <br /> 1 minute per inch(min/in)but less than or <br /> equal to 60 min/in for a shallow test and <br /> ! greater than or equaf to 1 min/in but less <br /> nd P than or equal to 30 min/in for a deep test.The <br /> n, shallow test is 3.0 to 3.5 feet deep,and the <br /> aid <br /> Deep perc.test, deep test is greater than 3.5 to 25 feet deep. <br /> Rate 2.6 min/in <br /> Soil Log and Percolation Test Plate No.:10 <br /> Results <br /> Project No: 1848 <br /> -- Proposed Ford Construction Facility <br /> LIVE OAK 12505 E.Brandt Rd. Date Drilled: Dec.12-28,2018 <br /> GEO ENVIRONMENTAL INC, Lockeford,CA Drilled by hand auger&excavator <br />