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CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT �„� �� INSPECTION REPORT G �9kESH��'� Owner: (�r9✓Z��'Qr1 �7/;�Glqt=RC'� Address:_ J�`��J �hvi�-�r'�tL (J2�,v� �55.�S�q� Permit ,�'s: �J�C� 7 Dates: /(—�6 ` �i�1 contractors: ( lc�l'JL?Z- �i�ll �c:i. City ordinance rnmber 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� an existing system [ ] neu construction) SYSTEM CONFORMITY (1-3): t "COOE SYSTEM"-A system which meets all the location, design, and corsstruction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any poltutants into ground or surface waters. 2 "CONFORMING SYSTEM"-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 instaltation, and Which is operating satisfactorily by treating and disposing of the eritire current sewage input uithout 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 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 uith less than 3 feet of unsaturated soil or sand betueen the distribution device and the limiting soil characteristics. (The limiting soit 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): S ari inspection indicates: LY Purtpout not needed at this time. 6 Solids acctmulation in tanks indicates they should be punped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be p�rnped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out uithin 48 hours to eliminate surface dischar�e. 9 lnspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pinipout. If tanks have not been punped out within the last three years, they should be p�mped out now. 10 Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accunulation). if tanks have not been pu�out uithin the last three years, they should be p�xnped out nou. DRAINFIELD CONDITION (11-14): jf L'_ �y�infield inspection indicates: e 1 Drainfield is dry, no surfacing evident. �Sane evidence of surfacing, not critical yet. 13 Drainfield 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 and condition unknoun. LIMITING SITE PACTORS (slope,setbacks.etc.): �,�J� p�� (,� POTENTIAL FOR S1'STEM FAILURE Cdepends on soils uater table etc ): 1 Q G.J � ' COMMENTS: O(�.l S - � P�'' () SL« t�C li'C GL� i✓ZS ' /(� i — — � Lr'1 Date of Inspection Septic 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 available tnformation. This report must be kept on the pre�rises with the system locetion and p�mping records. WHITE COPYllnspectors File YELLOW COPY/Homeowner