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MAR~ON COUNTY BUILDING INSPECTION <br />ON-SITE SEWAGE <br /> SUBDIVISION <br /> FIELD EVkLUATiON SHEET <br /> <br />SUBDIVISION NAME: <br />OWNER: <br />TOTAL ACREAGE: <br />TOTAL LOTS PROPOSED: <br />AVERAGE LOT SIZE: <br />PROPOSED WATER SUPPLY: <br /> <br />KAS~L COURT - pHASE 2 <br /> <br />~ Annette K~sel <br />Acres + Roadway <br /> <br /> 16259_~a Ft <br />City Qf Aurora <br /> <br />Lot Actual or Effec- Type of Slope Sufficient Soil Effluent Is <br />No. projected tire 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 /> ], NONE 60"+ Standar~ 10-12% Yes SIL No YES <br /> 2 0-2% - <br /> 3 " 0-3% " <br /> Possible <br /> 4 " 0-3% <br /> Pum~) ....... <br /> <br /> 5 .... 0-2% ~0 <br /> <br /> 6 ,, . 0-2% <br /> 7 " " 0-2% <br /> <br /> 8 .... 0-2~ .. <br /> 9 .. 0-3% ,, <br /> <br /> 10 " SandFilt~ 0-3% " Pump <br /> 11 Standard 0-3% " p@ssible <br /> 12 " 12% " ~ ~kunp <br /> 13 - 12% - <br /> 14 - 12% - <br /> 15 - 12% <br /> <br />COMMENTS: a 25" setback is required from the cut banks on the west side of the property_ <br /> SEE attached MEMO for luther co~ents. <br /> <br /> <br />