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2- 3S <br />MCOIATION TEST DATA IBM <br />Test hole location_p# vL Bole number <br />Date test hole was prepared_ !�/- 2 L �(� Deptb of hole bottom, / S_ inches. <br />Diameter of hole, _ a inches. <br />Soil data•from test bole: <br />Depth, inches Soil texture <br />0_9 1. 6L'tck '10AM <br />1p -/ Z _,�SL��,rC GAF v c L, v <br />/ Z ,J5' <br />Method of sc:atchinq sidewall-SC /tA/ c %7L--R <br />Depth of pea -sited gravel in bottoz of hole, Z inches. <br />Date and hcur cf initial water filing 21�—PC ----- // Oy /M <br />Depth cf initial water filling, 13 inches above hole bottom. <br />Mcthod used to maintain at least 12 inches of water depth in hole for at least <br />4 hours ?E f -/ L L <br />Percolation test readings made by N D /U C-1? 0 A."hgg6'_ on <br />starting at 2 .O3 a'm' . Maximum water depth above hole bottom <br />(date) 1f/ <br />during :est, /z inches. <br />!! 7ime { <br />Time i interval, MeasurementDrop in water <br />! Minutes i inches level, inches <br />' I <br />Percolatic.l <br />rate, <br />minutes per <br />inch <br />Remarks <br />Low <br />L <br />00 <br />o <br />' <br />2.33 <br />3o rl1v <br />' <br />/& <br />3 0 <br />/f to <br />q <br />i <br />0 <br />, <br />Z p <br />Percolation rate v — 2 y (,) minutes per iseb. <br />