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I 1 , -----0,4i. CITY O ORONO (:) O Municipal Offices Post Offi e Box 66 '- Crystal Bay, M 55323-0066 --,F; t�� P ON—SITE SEWAGE TREATMENT 1A. ) _ �,ti 1 INSPECTION REPORT i/A. 4kesxo4 Owner: f7 il/er Address: ' p95-ad Cy1 & !�U• S• Permit #'s 6�: � P bi ates: ��1) Contractors: .1]/ A ,. City ordinance n •-r 100 requires that each on-site sewage treatment system in Orononobe inspected on a regular basis. The on-site sewag= treatment system at the above address has been inspected and appears to fall into the category checked below. �_tt (This i- V4...an existing system [ ] new construction) SYSTEM CONFORMITY 1-3 : 1 "CODE SYST: "-A system which meets all the location, design, and construction standards of the current City Codes, =nd which is operating satisfactorily by treating and disposing of the entire current sewage input Q without discharging any pollutants into ground or surface waters. "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 poll tants into ground or surface waters. 3 "NON-CONFOR ING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system ich may or may not meet all the location, design, and construction standards of the current City Codes a • which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between he distribution device and the limiting soil characteristics. (The lim ting soil characteristic [ ] has or .I;�] has not been identified at this time. If the limiting soil characte istic has not been identified, this Classification may be subject to revision.) ] NK CONDITION 5-10 : Tank inspection indi ates: Pumpout not ne ed at this time. 6 Solids accumula ion in tanks indicates they should be punped out this year to help prevent future problems. Solids accumula ion in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is disch rging to the surface. Tanks must be pupped out within 48 hours to eliminate surface discharge. 9 Inspection rise s missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at n xt punpout. If tanks have not been pumped out within the last three years, they should be pumped out now. 10 Inspection pipe is located directlyover tank baffle (does not give accurate measurement of solids accumulation). If tanks ave not been pumped out within the last three years, they should be pumped out now. D�INFIELD CONDITION (11-14): )J Dr field inspection .ndicates: Drainfield is dr , no surfacing evident. Some evidence of surfacing, not critical yet. 13 Drainfield is s turated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediatel . Repairs must be completed within 90 days. 14 Drainfield exten and condition unknown. LIMITING SITE FACTORS (slope,setbacks.etc.): Miiiii- Tt POTENTIAL FOR SYSTEM FOLURE (depends on soils,water . Az3 COMMENTS: i 1 /IOW D to f Inspection Se%' is System Inspector Note: In the event tha this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised th t this report does not guarantee or certify that an existing system will continue to function propehly, but is merel i an opinion of the adequacy of the system under current conditions based on the available information. i This resort must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner I