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. . � . <br /> CERT. �00627 <br /> ` � � ' PERCOLATION TES'1' UAT'A SHEE'I' <br /> , ,,, <br /> ..�_ <br /> Ncrc��lati�m tc<t rcaclin��. macic h�'--�-=P—T�s.ting_,_ ._Inc,. ------�.�n 9-20-24__�!anin�� :u__I.�s 02 �i•.in. `. <br /> . �,:,�., � -- <br /> Test holc location 3 515 Co.Rd. 6 . I lul�nunihcr 3 . I)atc hul� ���a� ��rc��cu�c�i 9-19—9 4 <br /> Uepth of hole bouom 12 inches, Diameter�,f h��le 6 inchcs <br /> Soil data from tcst holc: <br /> Uepth, inches Soil texturc <br /> A - g" --�o-p.s-oiLdark brown �C�a m -- -- <br /> 8" - 12" Brown clay loam <br /> Method of scratching sidewall Kn i f e <br /> Depth of gravel in bottom of hole 2 inches <br /> Date and hour of initial water filling 9-19—9 4 ,�e�thpo�initial water filling 12 inches above hole bottom <br /> Method used to maintain at least l2 inches of water depth in hole for at least 4 hours Automat 1C S iphon <br /> 6 <br /> . �laximum r�ater depth above hole buttom during test inrhes <br /> Time ' Percolation <br /> :ime interval, Measurement. Drop in water rate, Remarks <br /> minutes inches ic��el, inches minutes�er <br /> � inch <br /> • 11: 50 prefill 6 <br /> 12 : 02 12 : 12 " 3-7/8 2 . 6 10 min <br /> 12 : 13 12 : 23 " 3-5/8 2. 8 " " <br /> 12 : 26 12: 36 " 3-9/16 2. 8 " " <br /> 12: 40 12 : 50 " 3-1/2 2.9 " " <br /> 12 : 53 1: 03 " 3-1/2 2. 9 " " <br /> Percolation rate = 2 ' 9 minutes per inch. <br />