Laserfiche WebLink
Depth (ft.) Pere.Test P1 Soil Log <br /> (USCS) <br /> 0.0 - - - - - - - - <br /> - <br /> •r-rTr�-•rr-�,-T-r� <br /> ! CIkS 1 <br /> 1.0 <br /> Sandy silt <br /> 2.0 <br /> / <br /> 3.0 / <br /> / Fine to coarse <br /> / <br /> 4.0 Shallow perc.test, 1 ,' <br /> Rate 250 min/in I <br /> 5.0 ' <br /> 6.0 - I <br /> 7.0 <br /> 8.0 <br /> 9.0 <br /> 10.0 <br /> 11_0 <br /> 12.0 <br /> 13.0 <br /> CL <br /> 14.0 <br /> / <br /> 15.0 � �" ' <br /> i <br /> 16.0 <br /> 17.0 �� �� Explanation: <br /> Percolation test interval is 6 inches. <br /> � ,� r Satisfactory result is greater than 1 <br /> 18.0 `!"A• , , minute per inch (min/in) but less than <br /> or equal to 60 minutes per inch for a <br /> 19.0 .� ' .� shallow test,and greater than 1 min/in <br /> z ' . • ,' but less than or equal to 30 min/in for a <br /> Deep perc.test, � •�; / deep test.The shallow test is 3.0 to 3.5 <br /> 20.o Rate 2.4 min/in «. ,' feet deep, and the deep test is 3.5 to 25 <br /> feet deep. <br /> Soil Log and Percolation Test Plate No.: 4 <br /> Results <br /> Project No: 2119 <br /> APN 063-240-25 <br /> 12448,12436,12472,12484 Drilled: April 19, <br /> LIVE OAK 2020 <br /> E.Harney Ln. <br /> GEO ENVIRONMENTAL INC:. Lodi, DrilliCA ng method: Spiradrill LHD 50 <br />