1991-07-18 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT OWNER PERMIT NO.'S.----111------ On the Nortb ,Sbore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 --------- -- ADDRESS 192-e0 L�%� ✓-4�1 i--- — lL DATES —�--- CONTRACTORS --� - City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage treatment system at the above address has been inspected and appears to fall into the category checked below (This is fA an existing system ❑ new construction) 47+ 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating ¢. properly 2 Does not meet a'I current City standards for new construction (1978 Code) but in most respects appears to be designed, located, and constricted generally in accordance with previous codes. System appears to be functioning properly. no major upgrading of the system is required at this time. Q3 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. D4 System may or may not meet current City standards for design, construction or location, but is failing to proleily treat and dispose of the current input, and is endangering a water supply. or is a source of pollution to surface or groundwateis, or is creating a safety harard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. If dramfield replacement is necessary, soil 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 ( m Checked items may require your action) Tank inspection indicates Inspection pipe is located directly over tank baffle. (Does not ❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) It tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Dram ield inspection indicates should be pumped out as soon as possible. Grainfield is dry, no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped Some evidence of surfacing, not critical yet. withic 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated Inspection risers missing- tanks could not be inspected. effluent to the surface. This condition may require replace - Inspection risers 14" die. pipe) must be installed in each tank ment or additions to dramfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out wit immediately. Repairs must be completed within 90 days. the last three ear h -1L_}�_tsbe hguld pumps out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS Limiting Si tr Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot sire ❑ Lake, wetland, or stream 1J Drainage Potential for System Failure Idepends on sod types, water table, and system , ondition) Low ❑ Medium ❑ High ❑ System -s causinq visible surface discharge Site CapabiIitres for Future ur�""Expansion tzs-rsdequate P Fair 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 this 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 tse kept can the premises with system location and puniping records WHITE COPY 1 Inspector's Fit,- GOLD COPY , Homeowner