1990-07-30 On Site Sewage Treatment Inspection Report

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On the North Shore of Lake Minnetonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER YJ! n �i I/lQ(t�YICI Y _ ADDRESS 1J7. — PERMIT NO.'S.�4�0? J DATES - CONTRACTORS L�� City Ordinance No. 210 requires that with on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage trwtment system at the above atidrNrf has been i 'Yted and appears to fall into the category checked below. (This is A an existing systrm U new construction) (� 1 Meets or exceeds currew City standards in all respec s relating to design, constructinn, and location. Ap ea•s to be operating r/ T properly. 2 Does not meet MI current City standards for new construction (1978 Code) but in most respects appears to be design- d, located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no n'elor upgrading of the system is required at this time. Q3 Does not meet current City standards in many respects relating to design, construction, or location. Appears to be opei Sting adegwtep•% 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 groundwater- or is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system rvpeirif rwplacement procedures. If drainfield re "meet is necessary, wit 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 1 ® Chocked itei.•s may require your action) Tank inspection indicates: ❑ Pumpout not rswuad at this time. ❑ Solids accumulation in tanks indicates they should be pump- ed out this Vow to help prevent future problems. ❑ Solids accumulation in tanks is of a critical level. Tanks should be pumped out a soon a possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection risers missing —tanks could not be inspected. Inspection risers 14" die. pipe) ni,,.t be .nstalled in each tank at neat pumpout. If tanks how not been pumped out within the lost three veers, they should be pumped out now. SITE CHARACTERISTICS imitinq Site Factors ❑ Slope I ;;oil L High -ter table Li Lot ❑ Lake, v , .and, or stream COMMENT', Inspection pipe is located directly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks hew not been pumped out within the last three Vows, they should be pumped out now. Drainfield inspection indicates: 0-Drainfield is dry, no surfacing evident. ❑ Some a ri fence of wrfecing, not critical yet. ❑ Drainfiefd is saturated and visibly discharging untreated effluent to the surface. This condition may requiri, ren!"- ment or additions to drainfield. Contact the City Inspector immediately. Repairs mist be completed within 90 days. i-J Dra infield extent and condition i- 'mown. Potential for System Failure Site Capabilities for (depends on soil types, water Future Expansion table, and system condition) Adequate Jr Low Fair ❑ Medium ❑ Poor ❑ High ❑ Insidemate ❑ System is causing visible Date of Inspection eptic System Inspector Note In the event that this inspection report it 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 syWm iocahon and pumpmq records WHITE COPY / Inspector's File GOLD COPY I Homeowner