1987-06-30 On Site Sewage Treatment Inspection Report

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Off for Nortb Nbore of Lake Minnetonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX fib 1335 S. Brown Rd. MN 55323 OWNER ___�_— >t i� L - ADDRESS 1� I Jry I ( r'e�....�.--�- PERMIT NO.'S. DATES CONTRACTORS City Ordinance No. 210 requires that each onaite wage treatment system in Orono be inspected on a regular basis. The on -site to treatment system at the above address has been inspected and appears to fall into the category checked below. (This is Q 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. 0 2 non not most all current City standards tot 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 malo► 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. Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system to required at this time. f41 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and dtspow of the current input, and is endangering a water supply, or is a source of pollution to surface or groundvwters, or is creating a safety harard, or is otherwise creating a public nuisance. Pleme contact the City Inspector to discuss system repair/ reowwrient procedures. If drainfield replacement is netessaiy, soil testing will usually be requited, and a design and site Wan must be submitted for review. Your contractor must obtain a permit before work is started, SYSTEM CONDITION 1 m Checked items may require Your action) Tank inspection indicat": IN Punhpout not needed at this time. ❑ Solids accumulation in tanks indicates they should be puma ad out this Yee► to help prevent future problem.. ❑ Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. ❑ System is ditwharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection risers misting —tanks could not be inspected. Inspection risers (4" die. pipe) must be installed in each tank at next pumpout. If tanks haw not town pumped out within the last three veers, they should be pumped out now. ❑ Inspection pipe is located directly over tank baffle. IDon not give accurate measurement of solids accumulation.) If tanks hove not been pumped out within the last three veers, thery should be pumped out, Drainfield inspection indicates: ❑ Dminfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critics! vet. ® Dminfield is saturated and visibly discharging untreated effluent to the surface. This condition may regain replaca- merit or additions to drainfield. Contact the City iispector immitichateiv. Repairs must be completed within 90 devs. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS. Limiting Site Factors Potential for System Failure Site Capabilities for Slope (depends on sod types, water Future Expansion Soil table. and system condmonl ❑ Adequate ❑ High water table ❑ Low C1 Fair ® Lot sire ❑ Medium Poor ❑ Lake, wetland, or stream ❑ High ❑ Inadenuate Cl Drainage Jid Svstem is causing visible + surface discharge. COMMENTS 4:Lla`---- -- -- Date of Inspection Septic �stt%+t 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 thi, resort does not guarantee or certify that an existing system will continue to function property, but is merely an opinion of the adequacv of the system under current conditions based on the available mlorrnation This report must be kept on the premises with systT•m location and pumping records wHi rE COPY I Inspector s F de GOL D COPY I Homeowner