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Depth (ft.) Perc.Test P1 Soil Log <br /> (USCS) <br /> 0.0 - - - - - - - <br /> r�..i�rrr�lll-r- ,...,.__.T <br /> 0.5 <br /> Clay <br /> LL <br /> 1.5 �. <br /> 2.0 ' <br /> 2.5 <br /> 3.0 <br /> 3.5 �• q -- Sandy sift, <br /> - <br /> Shallow perc.test, • / - partially <br /> Rate 31.25 min/in <br /> a.0 - <br /> 4.5 <br /> 5.0 •• ` <br /> Sandy clay, <br /> • die~�•/� <br /> 5.5 ; <br /> dd • <br /> O4 # <br /> 6.0 • e <br /> •'tl / <br /> 6.5 •�� .�� <br /> iSandy <br /> 7.0 <br /> i <br /> s ' <br /> 7.5 • �• , <br /> i <br /> 8.0 <br /> 8.5 <br /> Explanation: <br /> s0 =. ,' Percolation test interval is 6 inches. <br /> Satisfactory result is greater than 1 <br /> - - minute per inch (min/in) but less than <br /> 9.5 �� 60 min/in for a shallow test and greater <br /> than 1 min/in but less than 30 min/in <br /> 10.0 Deep perc.test, for a deep test. The shallow test is 3.0 <br /> Rate 7.58 min/in to 3.5 feet deep, and the deep test is <br /> 3.5 to 25 feet deep. <br /> Soil Log P1 and Percolation Plate No.: 12 <br /> Test Results Project No: 2104 <br /> McCormick Property <br /> LIVE OAK 3657 S.Pock Ln. Drilled:February 8,2021 <br /> GEO ENVIRONMENTAL_INC. Stockton,CA Drilling method: hand auger <br />