1991-07-19 On Site Sewage Treatment Inspection Report

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On the No►tb Sbo►e of Lake Minnetonka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER 0 +�'^ Z f q k— ADDRESS NM 5 1*✓ _ PERMIT NO.'S. S;3rV DATES 11 g`77 CONTRACTORS S1//1Arr_' City Ordinance No. 210 requires that each on -site sewage treatment system in Grano 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 I& on existing system ❑ new construction) 191 Mesh or exceeds current City standards in MI respects relating to deign, construction, and location. Appeas to be operating properly. El 2 Don not meet ell current City standards for new cortstrurr~on 11978 Code) but in most respects appears to be designed, located, and constructed generally in accordance with presto_, codes. System appom to be functioning properly; no manor upgrading of the system is required at this limn. 03 Don not most current City standards in many respects relating to design, construction, or location. Appears to be operating s49qustsly of this tip", a e: a relatively high potential for future problems. No major upgrading of system is required at mis nee. 04 System may not most eurreiht 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 at groundwater%, or is creating a safety hazard, of is otherwise creating a public nuisance. Plasm contact the City Inspector to discuss system repair/ replacement procedures. If drainfield eplacomant is necessary, soil testing will usually be required, end a design and site plan must be submitted for review. Your contractor must obtain a permit before work is started. SYSTEM CONDITION I (Z Chocked items may require your action) Tank impaction indicates: ❑ Pumpout not needed at this time. ❑ SWA accumulation in tanks indicates they should be pump- ed out this you to help prevent future problems. ❑ Betide accumulation in tanks is at a critical love. Tanks should be pumped out as soon n possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate sudsce discharge. Inspection risers missing —tanks could not be inspected. I tion risers 114" die. pipe) must be installed in each tank ext last three Vows, they should be pumped out now. SITE CHARACTERISTICS: Limiting Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot sets ❑ Lake, wetland, or stream ❑ Drainage ❑ Inspection pipe is located directly ova tank baffle. (Don not give accurate measurement of solids accumulation.) If tanks have not been pumped out within the Is" three yam, they should be pumped out now. Or field inspection indicates: UGrainfield is dry, no surfacing evident. ❑ Soma evidence of surfacing, not critical vat. ❑ Dreinfield is saturated and risibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to droinfield. Contact the City Inspector immediately. Repairs must been Voted within 90 drys. ❑ Grainfield extent and condition unknown. Potential for System Failure (depends on soil types, water table and system condition) Low Medium ❑ High ❑ System is causing visible Site Cwpebilities for Future Expansion * Adequate ❑ Fair ❑ Poor ❑ Inadequate Note. In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report don not guarantee or certify that an existing system will con nue 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 br kept on the premises with system location and pumping records. WHITE COPY / Inspector's File GOLD COPY / Homeowner