1990-07-31 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATIa_ INSPECTION REPORT On the North, Sbore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 GNNER ,iLQ/ `ilt'y—e%"i — ADDRESS q S� PERMIT NO.'S. DATES — CONTRACTORS City Ordinance No. 210 rutsuires that each on -site sewage treatment system in Orono be'rtapected on a regular basis. The on -site sewerage trestmsnt system et theabove edorA hog been inspected end appears to fall into the category checked below. (This is 04 an existing system ❑ new construction) 01 Masts or exceeds current City standards in NI respects relating to design, construction, and location. Appows to be operating properly. 2 Does rmt meet all current City standards for new construction (1978 Coda) but in most respects appears to be designed, located, end constructed generally in accordance with previous codes. System appMrs to be functioning properly; no major upgrading of the system is required at this time. 03 Does not most current City standards in many respects relating to design, construction, or location. A operating adequately at this time, but has a relative) hi f system to be g y high potential for future problems. No major upgrading of system is rxtuired at this tints. tZ4 System may or may not rnott current City standards for design, construction or location, but is fading to Properly treat and dispose of the current input, and is endangering a water suyply, 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 repor/ replacement procedures. If drairlield 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.( ® Checked items may require your action) Tank inspection indicates; Co Pumpout not rssedsd at this time. ❑ "ids accumulation in tanks indicates tnev should be pump- ed out this yew to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should be Pumped out as soon as posalble. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge, ❑ Inspection rise" missing —tanks could not be inspected. Inspection rise" (4" drat pipe) must be installed in each tank at next pumpout. If tanks hove not been pumped out within the lost three yews, they should in pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope ❑ Steil ❑ High water :able ❑ lot sure ❑ Lake. wetland, or stream Drainage ❑ Inspection pipe is located directly over tank baffle, !Does not give accurate mosaureensint of solids accumulation.) If tanks hove not been pumped out within the lasl three Voss, they should be pumped out now. Oral field inspection indicates. " Dralnfield is dry, no surfacing t vident. Some evidence of surfacing, ten critics) yet. ❑ Orsinfield is saturated and risibly discharging untrwisd effluent to the surface. This condition may require replete ment or additions to drsinfield. Contact the City Inspector immediateNv. Repair% must be completed within 90 do" ❑ Drainfold e.lent and condition unknown. Potent ae for System Failure (depemfs on sod types, crater table, and system condition) ❑ Lew Met! 'm High ❑ System is causing visible surface diisc/harye Don of Inspection tic Syste n Inspector Site Capabilities for Future Expension ❑ Adequate ❑ Fair Poor Inadequate Note In the event that !his inspection report is used to satisfy the requirements for a mortgage or ,ether transfer 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 atlsquscy Of the system under current conditions bused on the available information This resxrrt must ter kept on the Vreinises with system location and p�mprng recwds. WHITE COPY / Inspectw's Foe GOLD COPY 1 Hoineownt•