1987-07-01 On Site Sewage Treatment Inspection Report

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ON-SITE SEWAGE TREATMENT INSPECTION REPORT OWNER , ADDRESS PERMIT NO.'S. -- DATES — Oil ►be Norlib Short- of Lake Afinnelioaka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 _ CONTRACTORS City Ordinance No. 210 retruires that each or -site sewage treatment system in Orono he 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 N an existing system ❑ new construction) �C.!0 1 Meets or ,:,seers current City standards to all respects relating to design, construction, and location. Appears to be opera': properly. 2 Does not meet all current City standards for 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; ro major upgrading of the system is required at this time. 3 Does not meet current Cuv standards in many respects relating to design, construction, or location. Appears to be orrersting adequatell at this time, but has a relatively high potential for future, problems. No major upgrading of system is re4uired at this time. 04 System may cu may not meet current standards for design, constructor, or location, but is fading to property treat and dispose of the current input, and is endangering i water supply, or is a source of poll-ition to surface or groundwater%, or is creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. If drainbetd replacement is necessary, sod testing will usually be requucd, and a design and site plan must be submitted lot review. Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( la Checked items may require your action) Tank inspection indicates. ❑ Pumpout not needed at this time. ❑ Solids accumulation in tanks indicates they should be pump- ed out this year to help prevent future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should be pumped out as won as possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to eliminate surface discharge. ❑ Inspection risers missing—tanks could not be inspecter' Inspection risers 14•' dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the Inst three years, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope ❑ Sod ❑ High water table El Lot %tie ❑ Lake, wetland, or stream ❑ Drainage COMMENTS [Id Inspection pipe is located cloWly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks have not been pumped out within the last three yam, they should be pumped out now. Drainfield inspection indicates ❑ Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. C� Drainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to dramlield. Contact the City Inspector immediately. Repaus must be completed within 90 days. ❑ Drainfield extent and condition unknown. Potential for System Failure Site Capabilities for (depends on sod types, water Future E xpans,on tehle. and system condition) Id Adequate Low ❑ Fair ] Medium i ] Poor U High r-) Inadequate ❑ System is causing visible surface discharge. Date of Inspection Septic S e(n Inspector Note In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property. tie advised that this report does not guarantee or certify that an existing system will continue to function property, but is merely an opinion of the adequary 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. WIIITE COPY Insjw,to, s f de ('01. 0 COPY Homeowner