1990-07-30 On Site Sewage Treatment Inspection Report

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On the North Sbore of Lake Minnetonka ON -SITE SEWAGE TREATMENT Pir INSPECTION REPORT POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Ilk Crystal Bay, MN 55323 473-7357 OWNER1�1i_ ADDRESS 3-2 �UrYik—' Z PERMIT NO.-S. 45 N DATES — ! CONTRACTORS City Ordinance No. 210 requires that each on -site sewepe treatment system in Orono be inspected on a regular basis. The on -site sewage treatment system at the above address has been inspected and appears to fall into the category checked blow. (This is fid an existing system ❑ new construction) Meats or exceeds current City standards in ell respects relating to design, construction, and location. Appears to be operating properly. 2 Does not meet all current City standards for new construction 11978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with previous c^des. System appears to be functioning properly; no major upgrading of the system is required at this time. 3 Doan 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 u"IV 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 1 m Checked items may require your actionl 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 fowl. Tanks should be pumped out as soon as possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. Inspection rivers miming —tanks could not be inspected. Inspection rivers (4" dia. pipal must be instalmd in each tank at next pumpout. If tanks have not been purr,.wd out within the last three years, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors Cl Slope ❑ Soil ❑ High water table ❑ Lot sire ❑ Lake, wetland, � . tream ❑ Drainage Date of Inspection ❑ Inspection pipe is located directly over tank baffle. (Does not give accurate maesurement of solids accumulation.) If tanks have not been lumped out within the last three yews, they should be pumped out now. Drainfield inspection indicates: Ir4 Drainfield is dry, no surfacing evident. ❑ Some evldance of surfacing, not critical yet. ❑ DrainfiNd is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to droinfiNd. 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 ❑ System is causing visible surface diKharge. 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 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