Laserfiche WebLink
Depth (ft.) <br />70.0 <br />0.5 <br />-7 1.0 <br />1.5 <br />2.0 <br />; 2.5 <br />4.0 <br />77 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 />105 <br />-11,0 <br />- 11.5 <br />-12.0 <br />-12.5 <br />-13.0 <br />-13.5 <br />_ 14.0 <br />- 14.5 <br />i5.0 <br />15.5 <br />E. 16.0 <br />16.5 <br />17.0 <br />17.5 <br />L18.0 <br />E 18.5 <br />..19.5 <br />; 20.0 <br />Perc. Test A <br />Shallow perc. test, <br />Rate 22.7 min/in <br />Soil Log <br />(USCS) <br />// <br />e <br />Deep perc. test, <br />Rate 3.8 min/in <br />Explanation: <br />Percolation test interval is 6 inches. <br />Satisfactory result is greater than 1 <br />minute per inch (min/in) but less than <br />60 min/in for a shallow test and <br />greater than 1 min/in but less than 30 <br />min/in for a deep test. The shallow <br />test is 2.0 to 3.5 feet deep, and the <br />deep test is 3.5 to 25 feet deep. <br />Parcel A Soil Log and <br />Percolation Test Results <br />1Plate No.: 12 <br /> <br />Project No: 2062 <br />8458, 8450 & 8200 E. Jahant Rd. <br />& 23110 N. Dustin Rd. <br />Acampo, CA <br /> <br />LIVE OAK <br />GEO ENVIRONMENTAL INC. <br />Drilled: April 5 and 19,2021 <br />Drilling method: hand auger, <br />Spiracirill LHD50 <br />