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---: <br /> CITY OF ORONO O <br /> Municipal Offices O O <br /> Post Office Box 66 '- °,. <br /> Crystal Bay, MN 55323-0066 t ON–SITE SEWAGE TREATMENT <br /> 1 �A s INSPECTION REPORT <br /> Owner: 74lr,;r�P(sr)Y/ 'itiel Address: 7 "trth rd Par, <br /> Permit #'s: rme. Dates: — Contractors: UI9 wY,•.. <br /> City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. <br /> The on-site sewage treatment system at the above address has been inspected and appears to fall into the category <br /> checked below. <br /> (This is [.an existing system [ 3 new construction) <br /> SYSTEM CONFORMITY (1-3): '; <br /> 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City <br /> Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input <br /> without discharging any pollutants into ground or surface waters. <br /> 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the <br /> current City Codes, but was installed according to the code in effect at the time of installation, and which <br /> is operating satisfactorily by treating and disposing of the entire current sewage input without discharging <br /> any pollutants into ground or surface waters. <br /> 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any <br /> system which may or may not meet all the location, design, and construction standards of the current City <br /> Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand <br /> between the distribution device and the limiting soil characteristics. <br /> (The limiting soil characteristic [ 3 has orhas not been identified at this time. If the limiting soil <br /> characteristic has not been identified, this classification may be subject to revision.) <br /> TANK CONDITION (5-10): CI <br /> Tank inspection indicates: <br /> 5 Puipout not needed at this time. <br /> 6Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. <br /> 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. <br /> e) System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge. <br /> 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each <br /> tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped <br /> out now. <br /> 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). <br /> If tanks have not been pumped out within the last three years, they should be pumped out now. <br /> DRAINFIELD CONDITION (11-14): IZ <br /> Drainfield inspection indicates: <br /> 11 Drainfield is dry, no surfacing evident. <br /> 63 Some evidence of surfacing, not critical yet. <br /> Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector <br /> immediately. Repe4.. ict hp rnpIPtPrd within 2 days. <br /> 14 Drainfield extent acoition unknown. <br /> LIMITING SITE FACTORS (slope.setbacks,etc.): <br /> POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): __- 1 <br /> COMMENTS: <br /> i <br /> 4r <br /> Date of Inspection is System Inspector <br /> Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of <br /> property, be advised that this report does not guarantee or certify that an existing system will continue to function <br /> properly, but is merely an opinion of the adequacy of the system under current conditions based on the available <br /> information. <br /> This report must be kept on the premises with the system location and pumping records. <br /> WHITE COPY/Inspectors File YELLOW COPY/Homeowner <br />