1990-07-02 On Site Sewage Treatment Inspection Report

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On I/pe ,Vortip Shore of Lake .lfrnnelonka ON -SITE SEWAGE TREA'rMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �' ��Qn ADDRESS 11sZ�r! PERMIT NO.'S. DATES CONTRACTORS City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -sit - sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is M9 an existing system ❑ new constructio,,) 0 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 02 Does not meet all current City standards for new construction 11978 Code) but in mat respects appears to be designed, located, and constructed generally in accordance with previous codes. System appenrs to be functioning properly; no major 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 lot future problems. No major upgrading of system is required at this time. Q4 System may or may •ot meet currit City standards for design, construction or location, but is failing to propeo treat and dispose of The cui i .t r input, and is endangering a water supply, or is a source of pollution to surface or groundw iters. or is creating a ulety hazard, or is otherwise creating a public nuisance. Please contact the City I nspector to discuss system repair/ replacement procedures. If dramheld replacement is necessary, sod testing will usually be required, and a design and site plan must be submitted for review. Your contractor must obtain a permit before work is started. SYSTEM CONDITION t [Z Checked items may require your action) Tanik�Iinspection indicates: I Pumpout not needed at this time. ❑ Solids accumulation in tanks indicates they should be pump- ed out this ycar 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. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection risers missing —tanks could not be inspected. Inspection risen 14" die. pipel must be installed in each [snit at next pumpout. If tanks hove not been pumped out within tit, It r three years, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot sire ❑ Lake, wetland, or stream ❑ Drains" COMMENTS ❑ Inspection pipe is located directly over tank baffle. (Does not accurate measurement of solids accumulation.) If tanks not been pumped out within the last three years, they 1 be pumped out now. Drai. spection indicates. O :.ainfielcl 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 drainlield. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Dramfield extent and condition unknown. Potential for System Failure Site Capabilities for (depends an soil types, water Future Expansion table, and system condition) ❑ Adequate ❑ Lc.w X Fair ❑ Medium r) Poor High System �_] Inadequate is causing visible surfac± discharge. Date of Inspection fSeptic 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 iron not guarantee or certify that an existing system will Continue to funLt,on properly, but ,s rnereiy an opinion of the adequacy of the system under current conditions based on the avv.,lable information This report must be kept on the premises with sysivrn iocanon ind purnpinq records WHITE COPY i Inspector's I'd.- GOLD COPY , Homeowner