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On the North Shore of Lake Minnetonka ON-SITE SEWAGE TREATMENT CITY I INSPECTION REPORT OF POST OFFICE BOX 66 _ONO 1 1335 S. Brown Rd. i Crystal Bay,MN 55323 473-7357 OWNER ADDRESS �� 100I L PERMIT NO.'S. DATES DATES CONTRACTORS "— City Ordinance No.210 requires that each onsite sewage treatment system in Orono be inspected on a regular basis.The op-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is I&an existing system ❑ new construction) El1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. F12 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system is required at this time. 3 Does not meet current City standards 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 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 pollution to surface or groundaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector tc discuss sy:em repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually 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.J m Checked items may require your action) Tank inqpection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not of needed at this time. give accurate measurement of solids accumulation.) If tanks accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks 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 requirf replace- Inspection risers (4"dia. pipe)must be installed in each tank ment or additions to dreinfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 clays. the last three years,they should be pumped out now. Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabities for 11 Slope (depends on soil types,water Future Exp nsion ❑ Soil table,and system condition) ❑ Adequate ❑ High water table ❑ Low lWair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream High ❑ Inadequate ❑ Drainage ❑System is causing visible sur ce dis harge. COMMENTS: / h" Date of Inspection Aptic 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 adlvised 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 information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner