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Home My WebLink Aboutseptic info �°� CITY OF ORONO O O Municipal Offices Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SI'1'E SEWA(iE '1'REAZ�IT � . � INSPECTION REPORT ti ��kESHog'�G Owner• �IS U�/G�/�'� Address:� L�f�S' T Permit �'s: o Dates: �'��` Contractors: ,,d//nD►1�' City ordinance nuni�er 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 [ ] new construction) SYSTEM CONFORMITY C1-3): 1 ��CO�E 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 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 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. "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 700-year floo�tain; 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 with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (7he limiting soil characteristic 'p� has or [ ] 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 (5-70): T�k inspection indicates: Pumpout not needed at this time. 6 Solids accunulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible. 8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface discharge. 9 lnspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have �ot been pumped out within the last three years, they should be punped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation). If tanks have not been p�mped out within the last three years, they should be punped out now. DRAINFIELD CONDITION (11-14): � Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. � Sane evidence of surfacing, not critical yet. Drainfield is saturated and visibly discharging w�treated effluent to the surface. Contact the City Inspector ,r„�,...=s*��;. Repairs must be canpleted uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS Cslope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): COMMENTS: Date of Inspection eptic 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 cert�fy 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 evailable information. This report must be kept on the pretnises with the system Locetion and punping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER �1S 9L�!)//'��l'\ ,QelbmY ADDRESS �� ,Qe'�� Jfi PERMIT NO.'S. �Z�12-- DATES �� CONTRACTORS -�/4�A�s City Ordinance No.210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and appears to fali into the category checked below. (This is � an existing system ❑ new construction) �� Meets or exceeda curre�t City standards in all respects relating to design,construction,and location.Appears to be operating properly. � 2 Does not meet alt current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance witA previous codes.System appears to be functioning properly;no major upgreding of the system is required at this time. D3 Does not meet current City stendards in many respects relating to design,construction,or location.Appears to be operating adequately at this time,but has a relatively high potential for future probtems. No major upgrading of system is required at this time, � 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and dispose of the curre�t input,and is enda�gering a water supply,or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testi�g will usualty be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION (m Checked items may require your action) Tank inspection indicates: �� Inspection pipe is located directly over tank baffle.(Does not ❑ Pumpout not needed at this time, give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump. have not been pumped out within the last three years,the ed out this year to help prevent future problema. should ❑ Solids accumulation in tanks is at a critical level. Tanks Drain �e inspection indicates: should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanka must be pumpe�� Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. Orainfield is saturated and visibly discharging untreated ❑ Inspection risers misting—ta�ks could not be inspected. effluent to the surface. This condition may require replace- Inspection risers (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. O Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) Adequate ❑ High water table ❑ Low �,Fair ❑ Lot size �.Medium ❑Poor ❑ Lake,wetland,or stream '�High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. � COMMENTS: G-�1'-�, en . " f'�s ► ' �,,�� 5'-�-9� �r/e r� � �ves��e Date of Inspection Septic System Inspector 7/1►:, J��j�i'(1• T 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 dces not guarentee or certify that an existing system will continue to functio�properly,but is merely an opi�ion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location a�d pumping records. 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