1990-07-02 On Site Sewage Treatment Inspection Report

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On rbi, Norlh .Shorn of ON -SITE SEWAGE TREATMENT CITY lake Minnelionka INSPECTION REPORT POST OFFICE BOX 66 ORONO 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER rick/Clr>� q ADDRESS 7_1.Z�I PERMIT NO.'S. AS DATES �! CONTRACTORS 2LEV nr^. City Ordinance No. 210 requires that each on -site sewage treatment system in Orono he 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 0 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. El2 Does not meet all current City standards for new construction 097b Code; but in most respects appears to be designed, located, and constructed oenerally in accordance with previous codes. System appears to be functioning properly; no major upgrading of the system is required at this time. El3 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 nialu upgrading of system is required at this time. El4 System may or may not meet current City standards for design, construction or location, but is failing to property uedt and dispc:e 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, u. othorwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary, snit !esting will usually be required, and a design and site plan must be submitted for review. Your contractor must obtain a permit before work is star ied. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: rg 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. 1 anks must be pumped within 48 fours to eliminate surface discharge. ❑ Inspection risers missing —tanks could not be inspected. Inspection risers (4- din. µ,pe) must be installed in each tank at next pumpout. If tanks have ,i hrl.n pumped out within the last three years, they should be , ' no, now. ❑ Inspection pipe is located directly over tank baffle. (Does not ,live accurate measurement of solids accumulation.) If tanks have not been pumped out within the last three years, th,sy should be pumped out now. Drainfield insp ction 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 dramf;eld. Contact the City Inspector immediately. Repairs muse be completed within 90 days. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope it for System Failure Site Capabilities for ❑ Soil i n soil types, water F,iture Expansion ❑ High water table table •em condition) QsJ La. � Adequate ❑ Lot size 7 Medium ❑ Fan C Poor ❑ Lake, wetland, or ;trearn U High ❑ Inadequate ❑ Drainage ❑ System is r,, i visible surface discha COMMENTS Date of Inspection S ptic System Inspector 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 ooas not guarantee or cenify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current conditions besed 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