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HomeMy WebLinkAbout1993-05-14 On Site Sewage Treatment Inspection ReportCITY OF ORONO Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 O O A \t9kEsHo�w/ ON-SITE SEWAGE TREATMENT INSPECTION REPORT Owner:,) Address: -�/� LJ22i Permit 0's: Dates: �— ]�( Contractors: 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 _P� an exist ng system I I new construction) "CODE SYSTEM1'-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. "CONFORMING SYSTEMA -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 SYSTEM11-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 Udhas or I ) has not been identified at this time. If the limiting soil characteristic has not been iclentilfi0d, this classification may be subject to revision.) inspection indicates: Pumpout 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. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. *anks must be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing -tanks could not be inspected. inspection risers (4" dia. pipe) must be installed In each tank at next purpout. If tanks have not been pumped out within the last three years, ^',y should oe pumped out now. 10 Inspection pipe is ocated direct)over tank baffle (does not give accurate measurement of .d& accumulation). If tanks have not been pumpedoutwithin the last three years, they should be pumped out now. Dr field inspection indicates: r1tJ 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 immediately. Repairs mut be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on sails water table etc ): COMMENTS: 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 properly, but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report mut be kept on the premises with the system locetion and pumping records. WHITE COPY Inspectors File YELLOW COPY Homeowner