1991-26-91 On Site Sewage Treatment Inspection Report

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ON-SITE SEWAGE TREATMENT INSPECTION REPORT On the North Sbore of' Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWN E R 1 c 1_ r, �1��11 Jr, • ADDRESS PERMIT NO.'S. �-� DATES IA23 Wil! CONTRACTORS 2 City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a , rgular basis. The on-site sewage treetm,ent system at the above address has been inspected and appems to fall into the category checked below. (This is IiG an existing system ❑ new construction) 101 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Does not meet NI 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. D3 Does not meet current City standards in man f respects relating to design, construction, or location. Appesis to be operating adequately at this lirne, but has a relatively high potential for future problems. No major upgrading of %,.ste-n is required at this time. [3 4 System may or may not meet current City standards lot tiesign, construction or location, but is lading to properly treat and s1..._st dispose of the current input, and is endangering a water suj]Vly, or is a source of pollution to virface or groundwaiers, or is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system t". 0 replece"rit procedures. 11 drainfield replacement is necessary, sod testing will usually he required, and a design and site plan must be submitted for revim Your contractor roust obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may re(tuire your action) 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 lewd. 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 risers missing—tanks could not be inspected, Inspection risers W' du. pipe) must be insta'led in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors O Slope 0 Sod ❑ High water table ❑ Lot site �i Lake, *attend. or stream ❑ Drainage Inspection pipe is touted directly over tank baffle. (Does not give accurate measurement of solids accumuletion.l If tanks have not been pumoed out within the list thro yearli, they should be_pvrnRq! ovt now. Diamfield inspection indicates a Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. i:1 Drainfield is saturated and visibly discharging untreated effluent to the iuriace. This condition may require replace- ment or additions to disinheld. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Drainfield extent and condition unkr, .vn. Potential 'or Svsterri Failure (depends on sol tibia, water table, and systern conditionl U -Low O Medium ❑ High O System. is causing visible Site Capabilities for Future Expansion ig Adequate ❑ Fair ❑ Poor ❑ Inadequate Note In the event that this inspection report is uurd to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or urtify that an existing system will continue to function property, 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 vremises with system location and pumping records. WHITE COPY / Inspector's File GOLD COPY t Homeowner