1990-10-31 On Site Sewage Treatment Inspection Report

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ON-SITE SEWAGE TREATMENT INSPECTION REPORT On the Nortb Sbore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473.7357 OWNER r�/u7P_ �" ADDRESS f_c'r .�r^i LcsYL�r L IShnel PERMIT NO.'S. DATES CONTRACTORS City Ordinance No. 210 requires that each ongrte sewage treatment system in Orono he inspected on a regular bears. The on{de sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is 13 an existing system ❑ new construction) 9 0,' V -:f O1 Mals or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Does not neat 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. O3 Don not meet current City standards in many respects relating to design, construction, or location. Appears to be operating adequately at this time, but has a rvianvely 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 H failing to pioj*i Iv heal and dispose of the current input, and is endangenng a water supply. or is a source of pollution to surface or groundwaters, or is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. N draintield replacement is necessary, sod 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 10 Checked items may require your action) Tank inspection Indicates. ❑ Pumpout not needed at thin time. ❑ Solids accumulation in tanks indicates they 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 posslble. ❑ System is discharging to surfam. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection risers missing—tanks could not be inspected. Inspection risers 14" dna. pipe) must be installed in each tank at next pumpout. If tanks haw not been pumped out within the Int three years, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors Cl Slope ❑ Sod ❑ High water table ❑ Lot site ® Lake, welland, ar swam ❑ Drainage COMMENTS Date of Inspection ❑ Inspection pipe is located directly over tank battle. (Don nor give accurate measurement of solids accumulation.) It ranks have not been pumped out within the Int three yews, they should be pumped out now. Grainfield inspection indicate ❑ Dtainfield is dry, no surfacing ewdeni. ❑ Some evidence of surfacing, not critical Vat. ❑ Draintietd is saturated and vdibfy discharging untreated effluent to the surface. This condition may require replace- ment or additions to drainf4ld. Contact the Crty Inspector immediately. Repairs must be completed within 90 days. ❑ Grainfield extent and condition unknown. Potential lot System Failure Site Capabilities for Idepends on sod types, water Future E ■pansron table, and system rand, lion 1 C) Adequate any Low -f Farr to Medium Poor ❑ Hi0 i l Inadequale ❑ Srslem it causing visible surface discharge. Septic System Inspector Note In the evert that %his inspection report is used to satisfy the requuemerns lot a mortgage or other transfer of txoperty. tie advised that this report does not guarantee or certify that an existing systems wilt conlmue to function properly, but is merely an opinion of the adequacy of the tystern under current conditions based on the available information This repair must be kept on the premises with system location and pumping records WHITE COPY Inspeclo, s File GOLD COPY ; Homeowner