1998 septic design and septic info

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CITY OF ORONO �O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAG4E TREATI�NT �H. IN3PECTION REPORT ��9k o4�G ESH Owner:��1��Q�i✓�� Address:�^1'Y�'��G//7�1� l�l� Permit #�'s: Dates: iv��J�i 7 Contractors:�l�T//��• City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system [ ] new construction) SYSTEM CONFORMITY 1-3 : "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 gro�xid or surface uaters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, a� 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 gro�d or surface waters. 3 "NON-CONFORMING SYSTEM��-A prohibited system; a system located within a designated 100-year floodplain; any system which mey 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 �has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identifi , this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Punpout not needed at this time. 6 Solids accunulation in tanks indicates they should be d out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. an s should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar$e. 9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) rtwst be installed in each tank at next p�mpout. If tanks have not been pumped out within the last three years, they should be pu�ped out now. 1 Inspection pipe is located directly over tank baffle (does not give accurate rt�easurement of solids accumulation). lf tanks have not been ptmped out within the last three years, they should be punped out nou. DRAINPIELD CONDITION (11-14): Dr field inspection indicates: (�Drainfield is dry, no surfacing evident. ,f2 Same 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 within 90 days. 14 Drainfield extent and condition unknown. LIMITING S1TE FACTORS (slope,setbecks.etc.): POTENTIAL POR SYSTEM FAILURE Cdeaends on soils.water table,etc J: /a�� CO NTS:�' � � �/� �D � 1 ��{� /� �//� Date of Inspection e c System 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 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 aveilable informatton. This report must be kept on the premises with the system loc�tion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner