1991-08-14 On Site Sewage Treatment Inspection Report

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On they Norte Shore of Lakr Minnetonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay. MN 55323 473-7357 OWNER Jr "r'�� "" �'lrG�' ADDRESS CVnP 1, 1�_ --- PERMIT NO.'S. DATES - CONTRACTORS —.- City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The onsrte 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) 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. D2 Does not meet all current City standards for new construction (1978 Cede) 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 fading to properly treat and IIILLLIII dispose of the current input, and is endangering a water supply, v 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 discus: system repair/ replacement procedures. If drainfield replacement is necessary, sod 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 ( m Checked items may require your action) Tank inspection indicates: ❑ Pumpout not needed at this time. ❑ Solids accumulation in tanks indicates they should be pump- ed out this year to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should be pumped out as noon as possible. System is di ks must be pumped wi in hour to eliminate surface discharge, ❑ Inspection risers mining —tanks could not be inspected. Inspection risers 14" die, pipe) must be no in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be humped out now. SITE CHARACTERISTICS. Limiting Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ I.ot size ❑ Lake, wetland, or stream ❑ Drainage COMMENTS _11 Date of Inspection ❑ Inspection pipe is loc9ted directly over tank baffle. (Does not give accurate measurement of sol;ds accumulation.) If tanks have not been pumped out within the last three years, they should be pumped out now. Dram ield inspection indicates. Oraintield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Orainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to drainfield. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Drainfield extent and condition unknown. Potential for System Failure (depends on soil types, water table, and system condition) ❑ Low ❑ Medium High ystem is causing visible surface discharge. 12 Septic System Inspector Site Capabilities for Future Expansion ❑ Adequate Fair Poor ❑ Inadequate 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 quacy 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 / Inspectors File GOLD COPY / Homeowner