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Test hole location al 5 NclSc-9lj. VC) . Hole number, /i,o.;'`4a <br /> ' Date test hole was prepared G - 3 •- IS' � <br /> , Depth of hole bottom,, Z/ inches. <br /> Diameter of hole, 6 inches. <br /> Soil data from test hole: <br /> Depth,, inches . Soil texture <br /> r) ` <br /> •, 9 le — 2/Cr , ' t7_,PC /c� �S/� <br /> / <br /> /17RC1 .)`.x-74/ <br /> Method of scratching sidewall • it-)4J ' <br /> Depth of pea-sized gravel in bottom of hole, 'L- - inches. <br /> Date and hour of initial water filling 6----3 .- <br /> • Depth of initial water filling, /"Z inches above hole bottom. <br /> Method used to maintain at least 12 inches of water depth in hole for at least <br /> ` 4 hours V <br /> Percolation test readings made by 14 ) e on <br /> �"- — S starting at 1 tom► . Maximum water depth above hole bottom <br /> p.m. <br /> (date) <br /> during test, 4 inches. <br /> Time Percolation <br /> Time Interval, Measurement, Drop in water rate, Remarks <br /> ;Minutes inches level, inches minutes per ' . <br /> inch <br /> /a / 7 S 1 3. ) <br /> / oSV 3e) 5 if <br /> $ 7/51 a4., 3 <br /> /D S•' Co <br /> // z5' (' <br /> `/ 6 5ii4- .3i d <br /> //(5 7 Co <br /> /2 z y .30 5//I- 3/cF 4#5 <br /> AA) minutes r inch. ' <br /> Percolation rate pe <br />