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On the North Shore o f Lake�Ninnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay,MN 55323 473-7357 OWNER v v�h ��r�� ADDRESS �� ,,,2)!�°tr �� PERMIT NO.'S. / � �`� DATES I�� CONTRACTORS W City Ordinance No, 210 requirea 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 inapected 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 properly, � 2 Does not meet all current City standards for new construction (1978 Codel but in most respects appesrs to be designed, located, and co�structed generally in accordanc�e with p�evious codes.System appears to be functioning properiy;no major upgrading of the systern is required at this time. � 3 Dces 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 dispote of the current input,and is endangering 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 testing will usually be required,a�d 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: ❑ Inapection pipe is located directly over tank baffle.(Dces not '�-Pumpout not needed at this time, give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they ahould 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 indicetes: ahould be pumped out as soon as possible. �Drainfield is dry,�o surfacing evident. O System is discharging to surface. Tanka must be pumped O Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge, ❑ Orainfield is saturated and visibly discharging untreated ❑ Inspection risen missing—tanks could not be inspected, effluent to the surface. This condition may require replace- Inspection risere (4"dia.pipe)must be instslled in each tank ment or additionc 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 laat three years,they should 6e pumped out now. ❑ Dreinfield extent and condition unknown. SITE CHARACTERISTICS: � Limiting Site Factors Potential for System Failure Site Capabilities for O Slope (depends on soil types,water Future Expansion Soil table and system condition) �..Adequate High water table �Low ❑ Fair ❑ Lot size ❑ Medium ❑Poor ❑ Lake,wetla�d,or stream ❑ High ❑ Inadequate ❑ Drainage ❑System is causing visible surface discharge. COMMENTS: � � Date of Inspection eptic System Inspector Note: �n 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 thas 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