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CITY OF ORONO �O� Municipel Offices � O Post Office Box 66 Crystat Bay, MN 55323-0066 a a ON–SITE SEWA(;E TREATI�NT INSPECTION REPORT ti� ��kEsBo�'�G .� Owner: � !��'�tf'1 ( ,!'��-Tvfl Address: �ty� / lelo ��U �� Permit #'s: � � Datee: ��(3"(Jj� Contractors: Q��rCLcWb9.�/ �C�r City ordinence nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system et the above acklress has been inspected and appears to fall into the category checked below. (This is p�9�an existing system [ ] new construction) ,r STSTEM CONFORMITT 1-3 : • 1 "CODE SYSTEM��-A system which meets ell 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 STSTEM"-A system which does not meet all the lxation, 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. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or �y not meet all the location, design, and construction standards of the current City Codes end which is failing for any reason; and any.system with less than 3 feet of unsaturated soil or sand between the distribution device end the limiting soil characteristics. (The limitin� soil characteristic� has or [ ] has not been identified at this time. If the limiting soil cheracterist�c has not been identified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Punpout rtot needed at this ti�. 6 Sotids eccunulation in tanks indicates they should be p�anaed out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be p�anped out as soon as possible. System is discharging to the surface. Tanks must be pu�ed out within 48 hours to eliminate surface dischar�e. Inspection risers missing-tenks could not be inspected. lnspection risers (4" dia. pipe) must be installed �n each tenk at next pmpout. If tanks have not been p�d out within the last three years, they should be p�anped out now. 10 Inspection pipe is located directly over tenk befflp (does not give accurate measure�nt of solids accunulation). If tanks have not been punped out within the last three years, they should be p�ed out nou. pRAINFIELD CONDITION (11-14): ield inspection indicates: 1 Drainfie[d is dry, no surfacing evident. Sane evidence of surfacirtg, not critical yet. 13 Dreinfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be completed within 90 days. 14 Drainfield extent end condition unknown. LIMITING SITE FACTORS Csloce.setbacks.etc.): .�— POTENTIAL FOR STSTEM FAILURE Cdecends on soils.water table.etc.):�Q� COMMENTS: � D te o Inspect on Septic yatem 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 that this report does not guarantee or cert�fy that an existing system will continue to function properlyi but is merely an op�nion of the adequacy of the system under current conditions based on the evailable informat�on. This report must be kept on the premises with the system locetion and p�nping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner