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� O� CITY OF ORONO O O Municipal Offices Post Office eox 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAl3E TREATI�Nl' r�`,,� �� INSPECTION REPORT G ��kESHog'� owner: ��DEIZT ( 'P_�9�1�/)1�d./✓ Address: (�(� si�k� /��/�/$S�S6 � / n T Permit #�'s: "-� Datea: �'"- � U b Contractors: YV 1 d WLPJI �E"5�-0 S� City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is�an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 ��CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satistactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 3 ��NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic �has or [ ] has not been identified at this time. If the limiting soil characteristic has not been ident'ffiea; this ctassification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: Punpout not needed at this time. 6 Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems. Solids accunulation in tanks is at a critical level. tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e. 9 inspection risers missing-tanks could not be inspected. Inspection risers (4�� dia. pipe) must be installed in each tank at next puipout. If tanks have not been punped out uithin the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accunulation). [f tanks have not been punped out within the last three years, they should be pu�ed out now. DRAINFIELD CONDITION (11-14): a field inspection indicates: 1 Drainfie[d is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repeirs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbecks.etc.): ��P�.�...` POTENTIAL FOR SYSTEM FAILURE Cdecends on soils.water table.etc.): ��I�u� COMMENTS: S � _L\ , � � q k � �1,.� Ss ''�'UV Date of Inspectio Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to fimction properly� but is merely en opinion of the adequacy of the system under current conditions besed on the available informatton. This report must be kept on the pre�nises with the system tocetion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner