1987-09-23 On Site Sewage Treatment Inspection Report

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ON-SITE SEWAGE TREATMENT INSPECTION REPORT ORONO OWNER <or\ADDRESS PERMIT NO.'S.Mis.DATES On the North Shore of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 ^0^ A.At:? ------- CONTRACTORS h/.^iruLT' City Ordinance No. 210 requim that each on-*ite sawaga treatment system in Orono 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. (This is an existing system □ new construction) ^ Meets or exceeds current City standards in all respecu relating to design, construction, and location. Appears to be operating property. |~~| 2 City standards (or new construction (1978 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. [ I 3 meet current City standards in many respects relatir>g to design, construction, or location. Appears to be operating adequately at this time, but hat a relatively high potential for future problems. No major upgradirtg of system is required at this time. I I 4 System may or may not meet current City standards (or design, construction or location, but is (ailing to property treat and dispose of the current input, and it endangering a water supply, or it a source of pollution to surface or groundwaters, or it aeating a safety hazard, or it otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement it necessary, toil testirtg will usually be required, and a design and site plan mutt be submitted for review. Your contractor mutt obtain a permit before work it started. SYSTEM CONDITION ( G9 Checked items »--xy require your action) Tank inspection indicates: Cl Pumpout not needed at this time. O Solids accumulation in tanks indicates they should be pump* ad out this year to help prevent future proUemt. □ Solids accumulation in tanks is at a critical level. Tanks should be pumped out at toon at pouible. □ System it discharging to surface. Tanks mutt be pumped within 48 hours to eliminate surface discharge. □ Inspection risers missing-tanks could not be inspected. Inspection risers (4" die. pipe) mutt be installed in each tank at next pumpout. If tanks have not been pumped out within the last three yean, they should be pumped out now. □ Inspection pipe is located directly over tank baffle. (Does not give accurate meesurement of solids accumulation.) If tanks have rtot been pumped out within the last three years, they should be pumped out now. Drainfield inspection indicates STDrainfield is dry, rto surfacir>g evident. □ Soma evidence of surfacing, not critical yet. O Drainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require replace* ment or additions to drainfield. Contact the City Inspector immediately. Repairs must be completed within 90 days. □ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors □ Slope □ Soil □ High water table □ Lot site □ Lake, wetland, or stream □ Drainaga Potential for System Failure (depends on soil types, water table, and system condition) S Low □ Medium □ High □ System is causing visible surface discharge. Site Capabilities for Future Expansion Adequate Fair □ Poor □ Inadequate COMMENTS Date of Inspection 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 adequacry of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY / Inspector ’s File GOLD COPY / Homeowner