1991-07-18 On Site Sewage Tratment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT On rbf- Norrb Sbore of Lake .M11inerofrka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER __JWChJ J✓IL!!If------- - --- ADDRESS PERMIT NO.'S. ��' DATES -�1� 7� ---___ _ CONTRACTORS. City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be insoected 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 0 an existing system ❑ new construction) {� 1 Meets or exceeds current City standards in a11 respects relating to design, construction, and location. Appears to be otserating K� properly. 02 Does not meet all current City standards for new construction J78 Code) but in most respects appears to be designed. located, and constructed generally in accordance with previous codes. Svstem appears to be functioning ptoperly: no malor upgrading of the system is required at this time. 3 Does not most 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 requited at this time. 4 System may or may not meet current City standards lot design, construction or location, but is farl rig to prolwily 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 harard, or is otherwise creating a public nuisance. Please confect the City Inspector to discuss system repair/ replacement procedures. If drainheld 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 (Z Checked items may require your action) Tank inspection indicates- ❑ Pumpout 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 -n tanks is at a critical level. Tanks should be pumped out as soon as possible. ❑ .+ystam is discharging to surface. Tanks rr ust be pumped within 48 hours to eliminate surface dischargi!. ❑ Inspection risers miming —tanks could nc t be inspected. Inspection Floors 14" die. pipal must be ins.alled in each tank at next purnpout. If tanks have not been pumped out within the last three yeas, they should be pumped out now. SITE CHARACTERISTICS ,) %% Jnspection pipe is located directly over tank battle. (Does not give accurate mawurament of solids accumulation.) If tanks have should n m,—d 0.2 mW Dramfield inspection indicates 84 Drainfield is dry, no surfacing evident. ❑ Some "dance of surfacing, not critical yet. ❑ Drainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require rrajuil ment or additions to drainfield. Contact the City Inspector immediatNy• Repairs must be completed within 90 days. ❑ Drainfield extent and condition unknown. Limiting Site Factors ❑ Slope Potential for System Failure Site Capabilities for ❑ Soil (depends on soil types, water FutFAxdequa, itpan n High water table table. and system condition) ❑ Low e Lotsire Medium Fair l Poor ❑ Lake, wetland, or stream ❑ High Inadequate ❑ Drainage C 1 Svstem is causing visible ,� y✓ j4 surface. discharge c� COMMENTS �v�5 wire l Dale of Inspection eptic System Inspector Note In the event that this inspection report is used to satisfy the requirements for it mortgage or other tiansfer 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 systern location and pumping records WHITE COPY i Impectot's File GOLD COPY , Homeowner