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MARION cOUNTY BUILDING INSPECTION <br />ON-~ITE SEWAGE <br /> SUBDIVISION <br /> ~iELD EV]%LUi%TION SH]~ET <br /> <br />SUBDIVISION NAME: <br />oWNER: <br />TOTAL ACREAGE: <br />TOTAL LOTS PROPOSED: <br />AVEPdkGE LOT SIZE: <br />PROPOSED WATEE SUPPLY: <br /> <br />KAS~L COUI~T - PHAS~ 2 <br /> <br /> 5.60 Acres + Roadway <br /> 15 <br /> <br />Cit~ of AUrora <br /> <br />LOt Actual or Effec- Type of Slope Sufficient soil Effluent Is <br />No. projected rive system of area for type at pump or lot <br /> depth to soil for lot prop~ initial & depth of curtain accept <br /> temporary depth (%) future disposal drain able? <br /> water repair? trench? req ' d? <br /> table <br /> 1 NONE 60"+ Standar~ 10-12%{ Yes SIL NO YES <br /> 2 0-2% <br /> 3 0-3% " "" <br /> possible <br /> 4 0-3% " " " <br /> <br /> 5 .... 0-2% ,, <br /> <br /> 6 " ,, 0-2% - <br /> 7 " " 0-2% " <br /> <br /> S 0-2~ .... <br /> <br /> 9 0-3% '" " <br /> 10 " Sandl~ilt( r 0-3% " Pump <br /> ......... - <br /> 'll Standard 0-3% le <br /> <br />: 1~ 12% - <br />..../ 14 12% " " <br /> <br />..... 15 " 12% " <br /> <br /> )~ENTS: A 25' setback is required from the cut banks on the west side of the property. <br /> SEE attached ~EMO for luther comments. <br /> <br /> <br />