1990-07-30 On Site Sewage Treatment Inspection Report

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On the Nortb Shore of Lake Minnetonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 56323 473-7357 OWNER /1�cr ADDRESS�r✓Iri✓/ /l� PERMIT N. DATES "� CONTRACTORS LYx Drl Bid S Cite, Ordino.. 0 requires that each on -site sorw@go treatment system in Orono be irtspettdrd on a regular basis. The on -site sewage tintrMrN "low t at trlr ; : .address has been inspected and appears to fall into the category checked below. (This is ® an existing system ❑ new construction) Masts or exceeds current City standards in NI respects relating to design, construction, and location. Appears to be operating properly. 2 Does +tot meet MI current City standards for now construction 11978 Code) but in most respects appears to be designed, located, and eor»t►uctod generally in accordstrhee with previous codes. System appears to be functioning property; no major upgrading of the system is required at this time. ❑ 3 Does not most current City standards in many respects relating to design, construction, or location. Appears to br operating adequately 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 currant City standards for design, construction or location, but is foiling to properly treat and dispose of the current input, and is endangering a water supply, of is a source of pollution to surface or groundweters, Of is cresting a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ roplacerrient Procedures. If droinlield replacement is necessary, soil testing will usually be required, and a design and site don must be submitted for review. Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( (Z Chocked items may require your action) Tank Inspattlon indicates ❑ Pumpout not needed at this time. accumulation in tanks indicates they should be pump- ed out this vow to help pr"ont future Problems. ❑ Solids eccumulaUun in tanks is at a critical level. Tanks should be pumped out a sou., its possible. ❑ Sysem is discharging to surface. Tanks must be pumped c1 within 48 hours to eliminate surface discharge. - as Inspection riwei missing —tanks could not to gin.; rcted. Inspection risers (4" die, pipe) must be installed in each tern at next purnpoul. If tanks now not been pumped out within the lot three veers, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope ❑ Sod ❑ High water table ❑ Lot sire ❑ Lake, wetland, or stream ❑ Drainage COMMENTS. Date of Inspection ❑ Inspection pipe is located directly over tank baffle. (Does not give accurate meaaurwrwt of solids accumulation.) If tanks have not baste pumped out within the lost three rows. they should be pumped out now. Drelnfiald inspection indicates: I1 Drainfield is dry, no surfacing evident. O Some oddartce of surfacing, not critical yet. ❑ DrainfiMd is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- rment or additiorsel to drelnfield. Contact the City Inspector imfrsadNtely. Repairs must be completed within 90 days. ❑ DraintiNd extent and condition unknown. Potential for System Failure Idepands on soil types, water jade, and system condition) to Low ❑ Medium ❑ High ❑ System is causing visible surface discharge. , Site Capabilities for Future Expansion W Adequate ❑ Fait ❑ Poor ❑ Inadequate 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 MU 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 system location and pumping records. WHITF COPY I Inspector's File GOLD COPY I Homeowner