1990-08-01 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT On the Nortb Sbore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER T�!2� i4W ADDRESS �7'��drCl.� ✓fir 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 onsite sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is M an existing system ❑ new construction) 1 Meats or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Does not meet all current City standards for 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 major upgrading of the system is requ; - at this time. a 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 is required at this time. jG 4 System may or may not meet current City standards for design, construction of location, but is failing to properly treat and 44r6N1 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 contact 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 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: ❑ Pumpout not needed at this time. ❑ Solids accumulation in tanks indicates they should be pump- ed out this year to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tans; should be pumped out a soon a possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. 10 Inspection risers missing —tanks could not be inspec Inspection risen 14" die. pipel must be installed in each tk at next pumpout. If tanks have not been pumped out withn, the last three years, they should be pumped out now. SITE CHARACTERISTICS. Limiting Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot size ❑ Lake, wetland, or stream ❑ Drainage 7 ❑ Inspection pipe is located directly over tank baffle. IDoes not give accurate meauremertt of solids accumulation.) If tanks have not been pumped out within the last three years, they should be pumped out now. Drainfield inspection indicate:: Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Drainfield it saturated and visibly discharging ur •reated effluent to tUra surface. This condition may require replace- ment or additions to drainfield. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Drainfield extent and condition unknown. Potential for System Failure (depends on soil types, water table, and system condition) ❑ Low ❑ Median ❑ High ❑ System is causing visible Date of Inspection &ptic System Inspector Site Capabilities for Future Expansion ❑ Adequate n Fair ❑ Poor ❑ Inadequate Note. In the event that this inspection report is used to sathsfs 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 be kept on the premises with system location and pumping records. WHI iE COPY / Inspector's File GOLD COPY / Homeowner