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Depth(ft.) Percolation Test P1 Soil Log <br /> (USCS) <br /> 0.0 - - - - - - - <br /> Clay <br /> - - <br /> 1.0 <br /> 2.0 <br /> 2.5 Silt <br /> 3.0 <br /> s <br /> s <br /> 3.5 <br /> Shallow perc.test, <br /> 4'0 Rate 250 min/in <br /> a.5Clay- <br /> 5.0 <br /> i <br /> i <br /> i <br /> i <br /> 5.5 <br /> i <br /> i 1 <br /> 6.0 i <br /> 6.5 <br /> Cemented silty s�nd <br /> 7.0 / <br /> 7.5 <br /> i <br /> 8.0 <br /> 8.5 ..-... <br /> _... _ V ery fine sand with silt, <br /> 9.0 7 ... i <br /> partially cemented <br /> 9.5 <br /> 10.0 i <br /> 10.5 � � <br /> 11.0 'Fine to medium sand <br /> with silt <br /> ... i <br /> 11.5 <br /> 12.0 i <br /> I i <br /> 12.5 <br /> 13.0 <br /> 13.5 m Explanation: <br /> 14.0 �` , •� „ i <br /> Percolation test interval is 6 <br /> 14.5 inches.Satisfactory result is <br /> 15.0 greater than 1 minute per inch <br /> 15.5 .� ,' (min/in) but less than or equal to <br /> a • 60 min/in for a shallow test, and <br /> t60 greater than 1 min/in but less <br /> 16.5 than or equal to 30 min/in for a <br /> 170 deep test. The shallow test is 3.0 <br /> to 3.5 feet deep;the deep test is <br /> 17.5 tt� , 3.5 to 25 feet deep. <br /> 18,0 Deep perc.test, <br /> Rate 17.86 min/in <br /> Soil Log and Percolation Test Plate No.: 11 <br /> Results Project No: 20-56 <br /> Rose Property <br /> LIVE OAK 3511 Jamie Ct. Drilled December 4 and 12,2020 <br /> GEO ENVIRONMENTAL INC. Acampo,CA Drilling method:hand auger, <br /> Spiradrill LHD 50 <br />