1990-07-02 On Site Sewage Treatment Inspection Report

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i ON -SITE SEWAGE TREATMENT INSPECTION REPORT On flir N(Prtb Sbore of lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bar, MN 56323 473-7357 OWNER Cl T• ADDRESS PERMIT NO. Y � 'ram �I�rir'CONTRACTORS — DATES /- City fir. : y�e. 210 requires that each on -sit �e' tliaZenant system in Orono be i ifealfltwen -yster t. isspactisd on a regular bens. The on -site sewage Ali" address has been instsecled and appears to fell into the category checked below. {This a X an existing system ❑ new construction) 1 Use or ex cw I turret City standards in all respects relating to design, construction, and location. Appears to be operating Properly. 21 Does not meet NI current City standards for new construction 11978 Code) but in most respects appears to be designed, 2 located, and constructed generally in accordance with previous codes. System appears to be functioning properly: no mailer upgrading of the system Is required at this time. 03 Does not meet current City standards in many respects relating to design, construction, of location. Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. 04 System may or mew not meet current City standards lot design, construction of location, but is failing to properly treat and disI of the turret input, and is endwngoring a water supply, or is a source of pollution to surface or groundwatars, or is creating a safety hatord, or is otherwise creating a public nuisance. Pleaw contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary, soil testing will usually be required, and a design and site plan must be submitted for rwisw. Your contractor must obtain a permit before work is started. SYSTEM CONDITION.( ® Chocked items may require your action) Tank inspection Indicates: O Pumpout not rhaadod at this time. ❑ Solids accumulation in tanks indicates they should be pump• ad out Mis yaw to help Prevent future probems. ❑ Solids aoewnulation in tanks to at a critical level. Tanks dlould be puwhped out as soon n possible. U System is disdurging to surface. Tanks must be pumped 1tv"OM 48 hours to eliminate surface discharge. Inepettion risers meal% -conks could not be inspected. Inspection rieers 14" r!ia. pipel must be installed in each tank at next pumpout. If tanks hue not been pwmped out within the test three yews. they should be pumped out now. SITE CHARACTERISTICS: Limiting Sit Factors ❑ Shoe ❑ Soil ❑ High water table ❑ Lot caw ❑ Lake, wetland, or stream ❑ Drainage COMMENTS: 7�2_2` 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. Drainfield inspection indicates: ❑ Drainfield is dry, no surfacing atoidet. ❑ Some evidence of surfacing, not critical yet. ❑ Drainfield is saturated and visibly dischargirq untreated effluent to the surface. This condition may require replace - met or additions to d►ainfield. Contact the City Inspector imnrhedietely. Repairs must be completed within 90 days. ❑ D►Mnfield extent and condition Unknown. Potential for System Failure Idepends on soil types, water table, and syswn conditionl ❑ Low ❑ Medium ❑ High ❑ System is causing visible surf dischwga. System Inspector Site Capabilities for Future Expansion ❑ Adequate ❑ Fair ❑ Pox ❑ 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 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 mus' be kept an the premises with system location and pumping records. WHITE COPY / Inspector's File GOLD COPY / Homeowner