1988-07-08 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT On flue Norlh .Shore of' Lake Mintwfonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER a riE. t ADDRESS 2& 40 'E6X PERMIT NO.'S. DATES CONTRACTORS City Ordlnance No. 210 requires that each on -site sewepe treetment 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. IThis is � an existing system ❑ new construction) 1 Meets or exceeds current City standards in all respects relating to design, construction, and locatio.,o. Appears to be operating properly. ��2 Does not meet all current City standards for new construction (1978 Codel but in most respects appears to be deugned, LLLLLGGG]]]]��located, and constructed generally in accordance with previous codes. System appears to be lunctioning properly; no major upgrading of the system is required at this time. ❑ 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. El4 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 groundwater%, 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 1 m Checked items may require your actions Tank .tisspection indicates: umpout not needed at this time. ❑ Solids accumulation in tanks indicates they should be pump• ad out this Veer to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. ❑ System is dischwging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection rises missing —tanks could not be inspected. Inspection risen IV die. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three yews, they should be pumped out now. SITE CHARACTERISTICS: Lim�i ' Site Factors 76-Nope ❑ Soil ❑ High water table ❑ Lot size ❑(; Lake, wetland, or stream ADrainage ❑ 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 last three yews, they should be pumped out now. Drainfield inspection indicates: ❑ rainf ield is dry, no surfacing evident. 0,1 fine e wpc, %r'rl UgkewlMilq, not critical yet. ❑ Drainfield is saturated end visibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to dreinlield. Contact the City Inspector immediately. Repairs must be completed within W days. ❑ Drainfield extent and condition unknown. Potential for System Failure (depends on soil types, water table, and system condition) Low r 1 Medium �:y.fc'ii I isy,J ❑ High ❑ System is causing visible surface diwhmree_ Site Capabilities for Future Expansion �dequate au ❑ Poor ❑ Inadequate Note. In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer or 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 piemises with system location and purnping records. WHITE COPY / Inspector's File GOLD COPY i Homeowner