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On the North Sbore of Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER � � �'�,��r� ADDRESS �'`v� 'J�,cr�. � � "'+ PERMIT NO.'S. ��y !� DATES -(�A�� CONTRACTORS ��"�hS City Ordinance No.210 requires that each on-site sewage treatme�t system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been i�spected and appears to fall into the category checked below. (This is �an existing system ❑ new construction) � � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating prope�ly. r(� 2 Does not meet all current City standar� for new construction (1978 Code) but in most respects appears to be designed, �� located, and consiructed generally in accordance with revious codes.System p appears to be functioning properly;no major upgrading of the system is required at thia time. � 3 Does not meet current City standards in many respects relating to design,constructio�,or location.Appears to be operating adequately at this time,but has a relatively high potential for future problems. 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 current input,and is endangering a water supply,or is a source of po�lution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisanc;e.Please contact the City Inspector to discuss system repair/ replacement pro�dures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your controctor 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.(Dces not Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks lids aecu h ould be u have not been pumped out within the last three years,they out t is year to helo arevent future probler� should be pumped out now. ❑ Solids accumulation in tanks ia at a critical level. Tanks Drai ield inspection indicetes: should be pumped out as soon as possible. �Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tsnks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replece- I�spection risera (4"dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector et 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. ❑ Drai�field extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (dePends on soi�types,water Future Expansion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table C� Low �Fair ❑ Lot size �Medium �Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: � Date of Inspection eptic System Inspector Note: I� the event that this inspectio� 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 conditio�s based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner