septic info including 2004 design

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On the North Sbore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 .�.,/ � � OWNER ' �r v ADDRESS ��»`/ PERMIT NO.'S. DATES ��+.1 V i CONTRACTORS City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular besis.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) � � Meets or exceeda current City standards in all respects relating to design,constructio�,and location.Appears to be operati�g properly. � 2 Does not meet all current City standards for new co�struction (1978 Code) but in most respects appears to be designed, iocated, and constructed generaily in accordance with previous codes.System appears to be functioning properly;no major upgrading of the system 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 dispose 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,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CON�ITION ( m Checked items may require your action) Tank i�spection 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 �7 Solids 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. ahould be pumped out now. ❑ Solids accumulation in tanka is at a critical level. Tanks Drain ield inapection i�dicates: should be pumped out as aoon as posaible, �rainfield ia 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. O Drainfield is saturated and visibly discharging untreated ❑ Inspection risera missing—tanks could not be inspected, effluent to the surfa�. This condition may require replace- Inspection risera (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 ahould be pumped out now. ❑ 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) �dequate �igh water table �Low U Fair LJ Lot size ❑ Medium ❑Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drai�age ❑System is causing visible surface discharge. COMMENTS: � `-' .� Date of Inspection Se ic 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 information. This report must be kept o�the premises with system location a�d pumpi�g records. WHITE COPY/Inspector's File GOLD COPY/Homeowner