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IrV'-r'^'-: <br />?•'/.'K'v ‘ <br />&■ ^te it <br />pi t^%- <br />'i '' <br />''. ■• > <br />Isfe <br />r??v <br />K^' <br />i’ <br />5^-- <br />;*:/ <br />V <br />P.^M <br />i:i--: <br />:^C- <br />’0‘- <br />■fft" <br />PERCOLATION TEST DATA SHEET <br />Pcrcolaticn test readings made by <br />Test hole location , /Vtl L..H U..^ <br />DdAj (^jP // /j f P .oa 7jlL2-1A,,stnitin'* aL /. <br />-T O <br />i iitJirf <br />a :h <br />pin. <br />Depth of hole bottom.y-r- <br />_______________ H( Ic number— <br />inches, Diameter of hole____^--------ind'.cs <br />^_______ Date hole was prnn:.. ntl "7 ^ ^ <br />Soil data from test hole: <br />Depth, inches Soil texture <br />d C/iCfc Cdjr*y <br />r./y CJyjn^ <br />/L-/S <br />Method of scratching sidewall — <br />Depth of gravel in bottom of hole_____ <br />3C A /hT^ U <br />inches <br />^,30P,M- _ <br />Date and hourot initial waer filling "7 "“j 2 T^yl, Depth ofinitia. u a!-;r tilling—jnehes above liole bottom <br />Method used to maintain at least 12 inches of water depth in hole for at least 4 i-.ours <br />,, Maximum v.a:er dentit aboNe I’.ole bettont during res'.7'%/vuLy <br />Time <br />L2jO. <br /><A <20 <br />2^0 <br />3 00 <br />SJIA <br />Time <br />interval, <br />minutes <br />Mcasurerr.ent. <br />inches <br />Drop in ".ate: <br />le'.cl, Indies <br />Percolation <br />rate. <br />minutes per <br />inch <br />.Remarks <br />7 ^ // /a/ <br />/ I <br />/ » <br />/ // ) <br />LifllLikiu <br />< /7 <br />5£h <br />La y-X? I <br />9sU -VL 4 . J A <br />^ L Ft LL <br />1%f:7. 7 <br />-v_; <br />Percolation rate 7 r .miriuccs per »nch <br />P'"'