1991-06-26 On Site Sewage Treatment Inspection Report

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On the North Shore of Lake ,Hinnetoffka ONSITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473.7357 OWNER UPC4 1411C. ADDRESS '7(; / PERMIT NO,'S - � DATES `' , CONTRACTORS City Ordinance No. 1 requires that each e+rillte savow treatment tystem in Orono be inspected on a regular baata. T onsne *»weer treatment system at the above address has been inspected and appears to fall into the category checked below (Thisit 6e anexntingsystem ❑ now construction) ja MeM cir •xceads current City standards in all respects relating to design, construction, and location. Appears to be operating LL�c/r properly. 2 Does not meet MI current City standards for new cons -ruction (1978 Cods) but in most respects appears to be desorwd. located, and constructed generally in accordance with previous codes. System appears to is functioning properly: no malm upgrading of the system is required at this time. a3 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. C34 System may or may not rant current City standards lot design, construction or location, but is failing to properly treat and dispose of the current input, and is endangering a tater supply. or is a source of pollution to surface or groundmairrs, or it creating a safety ha/Md, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system r"ir% replacement procedures. If drainfield replacement is necessary, soil testing will u"Iy be required, and a design and site plan must be submitted for renew. Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( ® Checked items may require your action) Tank inspection indicates. fig-Pumpout not needled at this tune. 0 Solids accumulation in tanks indicates they should be pum•r- ad nuit this gal r to help prevent future problems. J Solids accumulation in tanks is at a critical level, Tanks shooed be pumped out a anon as possible. ❑ System is dischtrgine to surface. Tanks must be pumped within gas hours to Nimirytt, surface discharge. ❑ Inspection risers missing—tanks could not be inspected. Inspection risers W' da, pipe) must be installed in each tank at neat pumpout. If tanks have not been pumped out within the last thin years, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ slope ❑ Soil 14 High water table ❑ Lot sire ❑ Lake, wettacd, or stream ❑ Drainage COMMENTS ❑ Inspection pipe is located directly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks have not been pumped out within the Inst three years, they should be pumped out now. Drainfield inspection indicates fA Drainfield is dry. no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Dranheld is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- ment or, additions to d -emerald 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, r.,itw table and system condar int 1A Low ❑ Medium L7 High ❑ System is causing visible surface diseharpr Date of Inspection SlAtic System Inspector Site Capabilities for Future Expansion `* Adequate ❑ Fair ❑ Pow ❑ Inadequate Nora In the event that this instrechon report is used to satisfy the rrquirrmrnts for a mortgage or other transfer of property. he advrtrd that this report dolt not guarantee or certify that an emitting syslprn will continue to function properly, but is merely an opinion al the adrquaty of the system under current conditions based on the Wadable information This rrpwt must be kept on flip premises With system location and pornping recnrrh WillTf COPY I Inspectnr'n file GOLD COPY - llomrrrwnrr,