1989-07-02 On Site Sewage Treatment Inspection Report

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On Me \'orth Slime of /.ake Strnnelonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER a) 4KS ADDRESS _L_]_L1�+��K� _ PERMIT NO.'S. � DATES �73 CONTRACTORS City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage treatment system at the above address has treen inspected and appears to fall into the category checked below. (This is Of an existing system ❑ new construction) �1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating Property. 2 Does not meet all current City standards for new construction 11978 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 required at this time. 3 Does not meet current City standards in many respects retatiog to design, construction, or location. Appears to be operating adequately at this time, but has a relatively high potential (or future problems. No major upgrading of system is required at this time. 4 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 groundwiters, 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 eplacement 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 action) Tank nspection indicates. Pumpout not needed at this 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 pumped out as soon as possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection risers missing —tanks could not be inspected. Inspection risers (4" die. pipe) must be installed in each tank ,* next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now, SITE CHARACTERISTICS Limiling Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot size ❑ Lake, wetland, or stream ❑ Drainage COMMENTS Date of Inspection ❑ 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 years, they should be pumped out now. Drain Wd inspection indicates 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 replace- ment or additions to drainfield. Contact the City Inspector immediately. Repairs must be completed within 90 days. n Drainfield extent and condition unknown. Potential for System Failure Site Capabilities for (depends on soil types, water Futur Expansion table, and system condition) wAdequdie Low ❑ Fair Med am n Poor ❑ High ❑ Inadequate ❑ System is causing visible surface discharge. tic System Insswctor Note In the event that this inspection report is used to satisfy the requirements for a rnorigage or othor transfer of property, be advised that This report does not guarantee or certify that an existing system will continue to lum r)w,r'v, bt t .s rneiely an opinion of the adequacy Of the system under current conditions based on the available information. This report must be kept can the premise, with system location and pr. WHITE COPY Inspector's F de GOLD COPY ; r