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ti\ <br /> PERCOLATION TEST DATA <br /> Test Dal.: 2/41l4,2/11/14 S 2112114 Job Y.20-2463G <br /> PERCOLATION TEST No.: P-3 Test Localion: See Plan <br /> PERCOMETER DETAILS: T.1)late <br /> Diem Depth T.t lotervnl water level maintained durin I.t <br /> 6.0" 42.0" 3440" 6.0"above pea gravel <br /> Addltianal <br /> Not.: T.t hole was rued with 4.0"diem solid drain pipe perforated within lowerntmt 611. Pea gravel was placed within the bottom 2"m per <br /> SJCEIID l.t raced.,.. T.1 wm erfarmed min "Procedure gl" SJCEND Pemoialiun T.t Procedure.42-01-002.Revised 003}2011 <br /> MEASUREMENTS <br /> TIME(T) •WATER LEVEL(D) &TIme A Depth PERCOLATION RATE <br /> Dote: (min) pnrlm above bme of We) (min) (Inches( (Min/Inch) <br /> Stan Precef: 214114 10:10 12.0000 NA N.A. <br /> Raaataralod: 2/11/14 11:26 12.0000 N.A. N.A_ <br /> Water Remaining: 2112114 11:25 8.5000 24 Hr N.A. N.A. <br /> Teel Date: 2112114 11:25 8.5000 NA N.A. <br /> 2112/14 11:55 8.4375 30 D.0625 480.00 <br /> END DAY 12/12/14 CAPPED TEST HOLE <br /> Percolation Rate 480.00 <br /> TEST HOLE SOIL LOG <br /> Depth Soil Description USC Classlfl adon <br /> 0.0-42.0" Medium Plastic Clay CL <br /> 'II <br /> I <br />