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CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT r�`,� �, INSPECTION REPORT �' G~ �9kESH�4'� /5 ' �/ �/1.•� � �7��rt� �: Owner: Y" � �) "�. Addres\ , Permit #'s: �� Dates: — Contractors: /�nK�'t',?,Ji^� City ordinance number 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 uhich 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 uithout discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet alt the location, design, and construction standards of the current City Codes, but uas 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 seuage 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 uhich 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 identified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 PumFwut not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accurtiulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be p�xnped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be ins cted. Inspection risers (4" dia. pipe) must be installed in each tank at next ut I tanks have nqt pumNef out within the la '� they should be pumped out now. '�' l� dq��l��rik— ��/YX/�),. ti, p�� /�1:� �'Y7'�i,,,/. 10 Inspection pipe s ocate ir c ly 'o�er�ta baf e does not i adc rat measilremen of solids accumulation). If tanks have not been pur�ped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: �� `�'v,�`'�"�(.�1, Ci� �'1��r.�{^� 1 Drainfield 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 irtmediately. Repairs must be completed within 90 days. 14 Draintield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ', COMMENTS: ,ti_� Dat of Inspection Sep c 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 uill continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the pre�nises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner