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CITY OF ORONO � O� Municipal Offices O O Post Office eox 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(iE TREATN�NT INSPECTION REPORT ti ti ��9k o��G ESH Owner: ��Q t/'�N ��01N1�$�� Address: ��J ///l�f'1'�-P�(�(�u ��c Permit �'s: �7 ! Dates: � [v^`S Contractors: V��YI �1 L'�MiT� City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �1 an existing system [ ] new construction) � � STEM CONFORMIT� 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 satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. 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 limitin� soil characteristic [ ] has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDITION C5-10): Tank inspection indicates: Pumpout not needed at this time. 6 Solids eccunulation 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 punped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped 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 �xn�out. If tanks have not been pumped out within the last three years, they should be punped OUL f10M. 10 Inspection pipe is located directly over tenk baffle (does not give accurate measurement of solids accunulation). If tanks have not been pimped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): field inspection indicates: 11 Drainfield 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. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS Csloce,setbacks,etc.): �2 b�QJ � POTENTIAL FOR SYSTEM FAILURE (deaends on soils.water table,etc.): 1d COMMENTS: . Date o Inspection 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 function property� but is merely an opinion of the adequacy of the system under current conditions besed on the available informat�on. This report must be kept on the premises with the system locstion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner