1990-07-30 On Site Sewage Treatment Inspection Report

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On the Nnrtb Shore of Lake .Minnetonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 4I3-7357 ra"I'262 Zr' ADDkiL t<_, 1 L DATES 1� � �� CONTRACTORS I >AAVLI —A � �O►Ic� C ry '- ,.sence No. 210 requires that each on -site owega treatment system in Orono be inspected on a regular basis. The on -site sewage bNt"wt system at the above address has been inspected and appears to fall into the category checked below. (This is ® an existing system ❑ new construction) �I 1 Meets or exceeds current City standerds in all respects relating to design, construction, and location. Appears to be operating 2 Dan not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed, loculbd, and constructed generally in accordance with previous coda. 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 relating to design, construction, or location. Appears to be operating adequately at this time, but ha a relatively high potential for future problems. No major upgrading of system is required at this time. 4 System may or may not most 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 haled, or is otherwise creating a public nuisance. Planes contact the City Inspector to discuss system repair/ rerlecement 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 pormit before work is started. SYSTEM CONDITION.( 2 Checked items may require your action) Tank inspection indicates: a Pumpout not nMdad at this time. ❑ Solids accumulation in tanks indicates they should be pump ad out Otis yew to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should he pumped out as soots as possible. ❑ System is dise'r"ng to surface. Tanks must be pumped within 48 hnurs to suminste surface discharge. ❑ Inspection rises missing —tanks could not be inspected. Inspection risen 14" die. pipe) must ta; -noshed in each tank at next pu mpout. If tanks hays not been pumµ.' ^art within the lost three yaws, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope ❑ Soil ❑ High water tide ❑ Lot sire ❑ Lake, wetland, or stream ❑ Drainage COMMENTS ❑ Inspection pipe is located directly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks have not basin pumped out within the last three yaws, they should be pumped out now. Orainfiald inspection indicates: ® Drainfield is dry, no surfacing evident. ❑ Soma widens of surfacing, not critical yet. O Drainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- msint or additions to d►alnfield. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Ormrifield extent and condition unknown. Potential for System Failure Site Capabilities for (depends on soil types, water Future Expension table, and system condition) 15 Adequate ® Low ❑ Fair ❑ Medium ❑ Poor ❑ High ❑ Inadequate ❑ System is causing visible surface discharge Date of Inspection `Septic System Inspector Note In the event that this inspect»n report is used to satisfv the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that on existing system will continue to function properly, but is merely an opinion el the adequacy of the system under current condrtrnns based on the available information. This report must be kept can the premises with system location and pumping records WHITE COPY / Inspector's File GOLD COPY / Homeowner