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CITY OF ORONO O Municipal Offices 1-----1%10 O Post Office Box 66 - +y Crystal Bay, MN 55323-0066P ON–SITE SEWAGE TREATMENT � �!�i 4 • INSPECTION REPORT kiesBo Owner: bliAS c✓(Jyk_ Address: 49 Orono Oekrriid' NCAA Permit #'s: l OZS"— Dates: K—/-81 Contractors: f^:17 Af�'i YW3^%..A 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 blow. (This is C4. an existing system l ] new 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 sewage input without discharging any pollutants 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. "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 limiting soil characteristic l ] has or l ] 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): S– Tinspection indicates: 15 Punpout not needed at this time. Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical Level. of nks should be pumped out as soon as possible. 8 System is discharg ng to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers nissing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next 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 have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): a Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence ofsurfacing, not critical yet. 1 Drainfield is satirated and visibly discharging immediately. Repairs must be completed within 90 untreatdaised .effluent to the surface. Contact the City Inspector , 14 Dr . LIMITING SITE FACTORS (slope,setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ` Girl(rR'/f/✓t\ COI N S: C:c�►7 Ake Q'S )1 (k +A 04,c S 'l 21c G s %n ('P laes v . 1 T _ l� e Ali i../ ,iii, Date o Inspection S 'ptic 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 tha 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 information. This re rt must be kept on the premises with the system location and pumping records. HITE COPY/Inspectors File YELLOW COPY/Homeowner