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. . . � �°� CITY OF ORONO O O Municipal Offices Post Offite Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAt�E TREATl�NT INSPECTION REPORT ti ti ��9� o4�G EsH. Owner: /��/�l� Address: � � �. i Permit �'s: ' Dates: �o�--��6� �o'Z-1`�'7�Contractors: City ordinance number 100 re�ires 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 ,J'�an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): 1 "CODE STSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. "CONFORMING STSTEM"-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 pollutents into ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which mey or may not meet ell 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 �saturated soil or sand between the distribution device and the limiting soil characteristics. �(The limitin$ soil characteristic�has or [ ] has not been identified at this time. If the limiting soil characteristic has not been ident� ied, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: Punpout not needed at this time. Solids eccunulation in tanks indicates they should be pu�ped out this year to help prevent future problems. Solids accumulation in tanks is at a critical level. 1'anks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be pu�ed out within 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tenks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next punpout. lf tanks have not been punped out uithin the last three years, they should be punped out now. 10 Inspection pipe is lxated directly over tank baffle (does not give accurate measurement of solids accumulation>. If tanks have not been punped out Within the last three years, they should be ptmped out now. DRAINFIELD CONDITION (11-14): D ield inspection indicates: 11 Drainfield is dry, no surfacing evident. Sane evidence of surfacing, not critical yet. 13 Drainfield is setureted and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition �known. LIMITING SITE FACTORS (slope.setbacks,etc J: , � POTENTIAL FOR SYSTEM FAILURE (deaends on soils.water table,etc.): ��.� COMMENTS: � �'�(' 1 �' � �� Date o inspection e t System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transter of property, be advised that this report does not guarantee or certify that an existing system will continue to f�ction properly� but is merely an opinion of the adequacy of the system under current conditions besed on the available information. This report must be kept on the premises with the system locAtion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeow�r