1991-08-14 On Site Sewage Treatment Inspection Report

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ON SITE SEWAGE TREATMENT INSPECTION REPORT ORONO On the North Shore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER T)f7^k- Sji faiAYtrygg address PERMIT NO.'S.J2M DATES CONTRACTORS □ l 02 □ 3 □ 4 city OrcNrancs No. 210 rMtuirat that aoth on-aita tawaga traatmant tyitam in Orono ba inipectad on a regular basis. The on-site sewage treatment system at the above address has bean inspected and appears to fall into the category checked below. (This is (9 an existing system □ new construction) Moots or exoaeds current City standards in all respects relating to design, consouction, and location. Appears to be operating properis. Does not moot all current City standards for now construction <1978 Code) but in most respects appears to be design^, located, and oonstructad generally In accordance with previous codes. System appears to be functioning properly; no major upgrading of the system is roquirod at this time. 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. 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 discuu system repeir/ replacam-^.f procedures. If drainfield replacement is necessary, soil testing will usually be required, and a design and site plan must bab.umittad for review. Your conuactor most obtain a permit before work is started. SYSTEM CONDITION ( Ql Chackad items may require your action) Tank impaction indicates: ^rf inspection pipe is located directly over tank baffle. (Does not □ Pumpout not needed at this time. give accurate measurement of solids accumulation.) JUaoks □ Solids accumulation in tanks indicates they should be pump* have not been m ad out this year to help pravant future proMams. □ Solids accumulation in tanks is at a critical lev»l. Tanks should bo pumped out as soon as possible. □ Systam is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. □ Impaction risers missing—tanks could not be inspected. Impaction risers <4" die. pipe) must be imtalled in each tank at next pumpout. If tanks have not boon pumped out within the last thraa years, they should be pumped out now. should be oumoed out now. Drainfield inspection indicates: □ Drainfield is dry, no surfacing evident. 4^4- Some evidence of surfacing, not critical veu □ DrMnfMd II Uluiklid and visibly discharging untreated effluent to the surface. This condition may require replace ment or additiom to drainfield. Contact th9 City Inspector immediately. Repeirs must be completed within 90 days. □ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors □ Hope □ Soil □ High water table □ Lot size □ Lake, wetland, or stream □ Drainage Potentiel for System Failure (depends on soil types, water table, and system condition) □ Low □ Medium Q High System is causing visible Site Capebilities for Future Expansion □ Adequate Fair □ Poor n Inadequate Note: In the event that this inspection report is used to satisfy the requiremenu for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existirtg system will continue to function properly, but is merely an opinion of the adequacy of the tys'jm under current conditiom based on the available information. This report must be kept on the premises with sysrem location and pumping records. WHITE COPY / Inspector's File GOLD COPY / Homeowner