septic info including 2002 design

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off,. CITY OF ORONO ClO Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 ON-SITE SEWAGE TREATMENT INSPECTION REPORT G~ �kEsK0 V Owner: LouaaL blaa!,- dress: `7C ZOV(Yi-/%- � &V kd. A Permit #'s: Zi9l 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 A an existing system I I neu construction) SYSTEM CONFORMITY (1-3): 19 "CODE SYSTEM"-A system which meets all the Location, design, and construction standards of the current City Codes, and which is operating satisfact rily 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 n t meet all the location, design, and construction standards of the current City Codes, but was installed a cording 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 systm; a system located within a designated 100-year floodplain; any system which may or may not meet all t e location, design, and construction standards of the current City Codes and which is failing for any reas n; 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 04.has or I ) 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): it- TN* inspection indicates: 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they sh uld 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. Tanksst be pumped out within 48 hours to eliminate surface discharge. 9 Inspection risers missing-tanks could not be i spected. Inspection risers (41, dia. pipe) must be installed in each tank at next pumpout. If tanks have no been pumped 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 accumulation). If tanks have not been =out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): D field inspection indicates: q? 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 must be completed oithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soits,water table etc. : � COMMENTS: 7-0/3-cm 04440ale= ate of Inspection Sip,13tic System Inspector Note: In the event that this inspection report is sed to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not gua antee 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 must be kept on the premises with the system location and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner