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HomeMy WebLinkAbout1990-07-01 On Site Sewage Treatment Inspection ReportOpt thr North Shorn of Lake- Minni,toptka ON -SITE SEWAGE TREATMENT INSPECTION REPORT POST OFFICE BOX 66 1335 S. drown Rd. Crystal Bay, MN 55323 473-7357 OWNED Q!/S f ADDRESS JQ7 Z&�le to PERMIT NO.aS. -_ 'ice — DATES n_4?!"27 CONTRACTORS llr/%1 _ City Ordinance No. 210 requires that each on -site sewage treatment syst • in Orono he inspected on a regular basis. The on -site sewage heetrnent system at the above address has been inspected and appears to fall into .he category checked below. (This is 99 an existing system ❑ new construction) {C� JZ 1 Meats or exceeds current City standards inall respects relating to design, construction, and location. Appears to be operating u(i petty. 2 Doe not meet all current City standards for new construction 11978 Code) but in most respects appears to be designed, located, and constructed gMMally in accordance with previous codes. System appears to be functioning properly: no major upgreding of the system is required at this time. 3 Does not meet current City standards in many respects relating to design, construction, n- iucation. Appears to be operating adequately at this time, but has a relatively high potential for future problems. No malr,r upgrading of system is required at this time. 4 SVttern may or may not meet current City standards lot design, construction or Io.atron, but is fading to properly treat end dispose of the current input, and is endangering a water supply, or is a source o' pollution to surface or groundwater%, or is creating a safety hauard, or is otherwise creating a public nuisance. Pleae wutact the City Inspector to discuss system repair/ replacement procedures. If drainfield replecement 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. sYs rEM CONDITION ( m Checked items may require your action) Tank Nrpection indicates: ❑ ►ompout rat needed of this time. ❑ Solids aceumulettor- tanks indicates they should be PUMP - ad out this year to help prevent future problems. ❑ Wide accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. ❑ System is discharging to surface. Tanks must be pumped wi to 48 hours to eliminate surface discharge. CK Inspection risers mrssing—tanks could not be inspected. Inspection rtaess 14" dia. pipel must be installed in each tank at next pumpout. If tanks haw not been pumped out within the last three yews, they should he pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ slope ❑ soil ❑ High water table ❑ Lot size 7 Lake, wetland, or stream ❑ Drainapa ❑ 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. Orsinfield inspection indicates: Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Dreinfield is saturated and visiw- rliKharging untreated effluent to the surface. This condition may require replace- ment or additions to drainlield. Contact tie City Inspector immediately. Repairs must be completed within 90 days. ❑ Drainfield extent and condition unknown. Potential for System Failure idepends on sod types, water table, and system condition) ® Low ❑ Medium ❑ High ❑ System is causing visible Site Capabilities for Future Expart%ton Adequate Fail ❑ Poor ❑ Inadequate COMMENTS ♦ it �.i i /i Zpld 4 / ii Al ► . i ILL 1 i Date of InsIvroon Note. In the event ti ,t this inspection report is used to satisfy the requirements lot a mortgage or other transfer of property, be advised that this report does not guaa.auee of certify It, t an existing system will continue to function properly, but is merely an opinion of the adequacy Of the system under current conditions base on the available infocmdtion This report must be keW can the pfertgfea with System location and pumping records WHITE COPY I Ins, •rcior's File GOLD COPY , Humeovvnei