1990-06-18 On Site Sewage Treatment Inspection Report

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On Me `. rrrtb Sbort, cal Lake Minnetonka ON -SITE SEWAGE TREATMENT !NSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER rn>°-S � � _ ADDRESS _9 i L214 _ PERMIT NO.'S. JX DATES 7 — CONTRACTORS City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. Thp tin -rite sewage treatment system at the above address has been inspected and appears to f:r9 into the category checked below. (This is ❑ an existing system ❑ new construction) la 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to he operating properly. 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be desijned, located, and constructed generally in accordance with previous codes. System appears 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 des.gn, construction, or location. Appears to be operatinq 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 fading 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 contest the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary, soil testing will usually be required, and a design and site plan must be tubmitted for review. Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( (0 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.) If tanks ❑ Solids accumulation in tanks indica!^s they should be pump have not been pumped out within the lost tnree years, they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids attumur+ -n in tanks is at a critical level. Tank Drainfield inspectior, r^iicates. should be pumc... out s 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. within 48 hours to eliminate -urface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection riwrs missing —tanks could not be inspected, effluent to the surface. This condition may require replace - Inspection risers f4" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immedietely. Repairs must be completed within 90 days. the last three years, they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS Limiting Site Factors Cl Slope ❑ Sorl High water table Lot size ❑ Lake, wetland, or stream ❑ Drainage Potential for System Failure (depends on soil types, water table and system condition) Low ❑ Medium ❑ High ❑ System is causing visible Date of Inspection Septic System Inspector S Capabilities for Future Expansion Adequate Fair ❑ Poor El Inadequate Note In the eve that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised carat this •eport 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 it WHITE COPY ! Inspector's File GOLD COPY / Hon._ a.irvr