1988-07-06 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT -1� `4 L .In/Je4 it CJ.� On for Nortb Sbore of Lake .MI rt net orrka POST OFFICE BOX 88 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 145 �j fi><'i I If:ziU;�Y1iL( DATES r CONTRACTORS City Ordinance No. 210 requires that each on -site sewage treatment system in Orono he inspected on a regular basis treatment system at the above address has been inspected and appears to fell into the category checked below. IThis is Idan existing system ❑ new construction) Masts or exceeds current City standards in NI respects relating to design, construction, and location properly. Does not most NI 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 systole is required at this time. Don not meat 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. System may or may not meet current City standards for design, construction or location, but is failing 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 crowing a safety hatord, or is otherwise creating a public nuisance. Plains contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacerent 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 1 Checked items may require your action) T k. Inspctioe indicates: rumpout not needed at thi; time. Solids accumulation in tanks indicates they should be pump - ad out this year to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should be pummped out in soon se possible. ❑ Systole is discharging to surface. Tanks must be pumped within 48 hours to eliminate surfam discharge. ❑ Inspection risers mining —tanks could not be inspected. Inspection risers 14" die. pipel must be installed in each tank at text pumpoui. If tanks have not been pumped out within the lot three yeas, they should be pumped out now. SITE CHARACTERISTICS: Limiting Site Factors ❑ Slope Q SHieltOiI Water table ❑ Lot sim ❑ Lek*, wetland, or stream ❑ Drainage L Date of Inspection ❑ Inspection pipe is located directly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks haw not been pumped out within the Int three years, they should be pumped out now. Drainfield inspection indicates: ❑ Droinfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Drainfield is setura;ad and risibly discharging untreated effluent to the surfece. This condition may require replace- ment or additions to drainfiald. Contact the City Inspector Amrrediatety. Repairs must be completed within 90 days. Orainfield extent and condition unknown. Potential for Systole Failure (depends on soil types, water table, and system condition) p❑r Low r L par Mod. m 41': t`F .iV S r/'rri ❑ High ❑ System is causing visible surface discharge. Note. In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of proper, be advised that this report don not guarantee or certify that an existing system will continue to function properly, but is merely ten opinion of the adequacy of the system under current conditions based can the available information.