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CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT r�,, ('y INSPECTION REPORT 'C�� G~ 9kESH��'� Owner: Y"��G-° �.J. t-r r fZ/pk Addres s: �•3�J��l��'D�GJ64-�,Jl!(.JrJ.s'�J`�J Permit �'s: L Dates: �� a7—�G' Contractors: �/,��-/� C"�'C': 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 belou. (This is f�an existing system [ ] neu 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 satisfactorily by treating and disposing of the entire current seuage input without discharging any pollutants into ground or surface Waters. 2 "CONFORMING SYSTEM"-A system uhich 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 tnto 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 uhich is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand between the distribution cJevice and the limiting soil characteristics. (The limiting soil characteristic�has or [ ] has nat been identified at this time. If the limiting soil characteristic has not been ident� ie , this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be p�ped 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 uithin 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 pumpout. If tanks have not been pixriped out uithin the last three years, they should be pixnped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). !f tanks have not been punped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): / �--- D n eld inspection indicates: T, rainfield is dry, no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS Cslope,setbacks,etc.): �� .�.�,.��`Q POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.>: 1n�,� COMMENTS: � � � , � Date of nspeCt on Septic�System Inspector Note: !n 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 properly� but is merely an opinion of the adequacy of the system under current conditions based on the available �nformation. This report must be kept on the prF�nises with the system locstion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner