1991-05-22 On Site Sewage Treatment Inspectiion Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT we'—ww"'PIN-A On the Norlb Shore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 - ADDRESS JZ( �TY1�%J✓�• _- PERMIT NO'S. lla)t DATES - CONTRACTORS City Grdinance No. 210 requires that each on -site sewage tr(i tment 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 below. (This is A an existing system ❑ new construc.i-3n) 01 Meets or exceeds current City standrrd in all resp�cls 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 it accordance wan 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 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 drainf iPld 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 f 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 level. 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 missing —tanks could not be inspected, Inspection rivers 14" die. pipe) must be installed in each tank at next pumpout. If tanks 'taw not been pumped out within the last three years, they should be pumped out now. SITE CHARACTERISTICS: Limiting Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot size ❑ Lake, wetland, or stream ❑ Drainage ❑ Inspection pipe is located directly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks have not been pumped out within the last three years, they should be pumped out now. Drainfield inspection indicates: ❑ Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Drainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to drainfield. Contact the City Inspector immediatOv. 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 igh System is causing visible Date of Inspection IV Septic System Inspector Site Capabilities for Future Expansion ❑ Adequate Fair Poor Inadequate Note. In the event that this inspection report is used to satisly 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 purnping records. WHITE COPY / Inspector's File GOLD COPY / Homeowner