1990-07-01 On Site Sewage Treatment Inspection Report

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Oil tlhr \n1Y/1 Shun• oJ. Lake iltitn ironkr1 ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 O R 1335 S. Brown Rd. Crystal Bay, MN 55323 473.7357 OWNER �Fly/S /`�^ ADDRESS�e—Lt_1[/s___ PERMIT NO.'S. - DATES17--- CONTRACTORS At��IorCityOrdinance No. 210 requires that each on -site sewage treatments stem in Orono be inspected on a r ular 4e ve9 basis. Title o -s to sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 10 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. 2 Does not meet all current City standards for new construction (1978 Code) 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. Appeals to be operating adequately at this time, but has a relatively high potential for fulute problems No major upgrading of system is required at this lime. ED4 System may or may not meet current City standaws for destgn, 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 groundwateis, or is creating a safety haraid, or s otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. If dramheld replacement is necessary, sod testing will usually be requited, and a design and site plan must be submitted (or review. Your contractor must obtain a permit before work is started ZYSTEM CONDITION 1 I>a Checked items may require your action) Tank inspection dicates: ❑ Inspection pipe is located directts over tank baffle. (Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) II tanks ❑ Solids accumulation in tanks indicates they should be pump• have not been pumped out within the past three years, they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level- Tanks Drainfield inspection indicates shoulu be pumped out as soon as possible. Z Drainfield is 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. ❑ Drainfield is saturated and visibly discharging untreated Inspection risers missing --tanks could not be inspected. effluent to the surface. This condition may require replace - Inspection risers 14" dia. pipe) must be installed in each tank ment or additions to drainfreld. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immechatek,-. Repairs must be completed within 90 days. the last three years. they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope Cl Soil ❑ High water table ❑ Lot sire ❑ Lake, wetland, or stream ❑ Drainage COMMENTS :•rle Capabilities for Future Expansion ❑ Adequate Fair O Poor ❑ Inadequate Potential for System Failure (depends on soil types, water table and system Londitronl Low El Medium n High 11 System is causing visible surface discharge. Note In the event that this inspr . lion report is used to satisfy the requirements for a mortgage or other transfer of property tie advised that this report does not guarantee or certify that an existing system will continue to function properly, but is merely at, opinion of the adequacy of the system under current conditions based on the available information This repx • rtiurst tx• kept on the premises with system location and pumping records WHITE Ct )P't Inspeclor's Far GOLD COPY / Humtwiwner