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CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(iE TREATMENT INSPECTION REPORT �' G~ � 9kESH��' owner: ��Otin Ir�IG�E/2 Address: 3DY5 Six� i¢✓E N� �553 6� Permit �'s:_1SS.3 Dates: �—�r�� Contractors: �Utl�/�� 'l� 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�an existing system [ ] new construction) SYSTEM COMPORMITY (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 poltutants 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 failiny for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting so�l characteristics. (The limiting soil characteristic��has or [ ] has not been identified at this time. If the limiting soil characteristic has not been idenfified, this classification may be subject to revision.) TANK CONDITION (5-10): � Tank inspection indicates: 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future Problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. System is discharging to the surface. Tanks must be puqxd 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 tenk at next purnpout. If tanks have not been punped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tenks have not.been punped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): 11 _LJ_ Dr field inspection indicates: 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 lnspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slooe,setbecks.etc.): w q.�X„� � POTENTIAL FOR SYSTEM FAILURE (decends on soils.water table,etc.): , ��,� COMMENTS: i �1 — ✓ r � C4 C�c t r r T 5 rvr i Date of Inspection Septic ystem 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 Qroperly� but is merely an op�nion of the adequacy of the system under current conditions based on the available informet�on. This report must be kept on the premises with the system locetion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner