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CF,RT. #00627 <br /> . PERCOLATION TEST DATA SI�F,E7C <br /> � S-P Testinct, Inc . 9-13-89 ��` ` <br /> i �rcolation test readings made by on startin�,at 11 : O l �,�n. <br /> �J�u.) <br /> Testholelocation Lot5 ,Blk. l �rystal Creek�Tenum�ber 5 , Dateho(ewaspreparec{ 9-12-89 <br /> D�pth of'hole bottom 18 inches, Diameter of hole 6 inches <br /> Soi!da!a from test ho1e: <br /> Depth, inches • Soil texture <br /> 0 — 10" Topsoil dark brown loam <br /> 10" — 16" DArk gray brown loam <br /> — ray rown san y oam <br /> Method of scratehing sidewall � Knif e � <br /> 2 <br /> � lle�th of�gravel i�bottom of hole inches <br /> 't { � 9-12-89 � Ofl�l r 12 <br /> (�a.c anc.hour o}�initial water fillinF , ept initial wa[e_ fillino inches above hole bottum <br /> Me[hud used to maintain at!east 12 inches of water depth in hole for at least 4 hours Automatic S iphon <br /> 6 � - <br /> ,Maximum water depth above hole bottom during test inches <br /> � , Time � � ' Percolation � � <br /> Time �� interval, Measurement, � Drop in water rate, � Remarks <br /> �� minutes � inches � lev�l, inches . �i minutes per � <br /> inch <br /> 10 : 25 I prefill , 6 ; , <br /> 11 : 01 i 11 : 11 � " � 2-9/16 3 . 9 � 10 min <br /> 11 : 14 i 11 : 24 I " �, 2-1/2 'I 4 . 0 I " " <br /> � <br /> 11 : 38 � 11 : 48 " � " I " " " <br /> i I I � I <br /> 12 : 09 ; 12 : 19 � " � " ; " ; " '� <br /> i i } i <br /> '! - I I i <br /> � <br /> I <br /> I I � � <br /> , � j �� <br /> � � - <br /> , I j ' .. <br /> Percolation ra[e = 4' � minutes per inch: <br />