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Depth (ft.) Percolation Test Soil Log <br /> P2 (USCS) <br /> 0.0 <br /> u5 — <br /> 1.0 <br /> 777=77-, <br /> ✓ <br /> // pd <br /> 25 <br /> Sandy <br /> 3.0 � <br /> 35 Shallow perc.test, \\ <br /> 4A rate 125 min/in <br /> .• .•, <br /> N Sandy silt,cemented <br /> s.o .r •.r <br /> ss ' � • r � <br /> LO • \ <br /> y' j <br /> ]S 1 <br /> 8.0 .r <br /> s .• .�• .� <br /> BS <br /> Y • .r <br /> .r <br /> 9.5 <br /> 10.0 •'. �e • / 1 medium sand <br /> • / <br /> 10.5 �� . �• i / <br /> 11.0 '• ' �• / <br /> • s , <br /> 115 •. � •• � / <br /> 12.0 <br /> ,zs , •' , •• / ,' Explanation: <br /> Percolation test interval is 6 inches. <br /> 130 • r / Satisfactory result is less than or equal to 60 <br /> • , , , minutes per inch (min/in)for a shallow test; <br /> 135 .* � �' the shallow test is 3.0 to 3.5 feet deep. <br /> 114A Deep perc.test, ' Satisfactory result is less than or equal to 30 <br /> rate per <br /> min/in •.•'••.;r. '/ minutes per inch(min/in)for a deep test;the <br /> 145 deep test is greater than 3.5 to 25 feet deep. <br /> Soil Log and Plate o: <br /> Percolation Test Results projectt NNo: 1602 <br /> Martinez Property Drilled April 25 - May 2, 2016 <br /> LIVE OAK 303 S. Reid Ave. <br /> GEO ENVIRONMENTAL INC. Linden, CA Drilling method: hand auger <br />