1990-07-02 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT On N.tr Nortb Sbore of Lake ,Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473.7357 OWNER ADDRESS �fi_z/ PERMIT NO.'S. DATES CONTRACTORS City Ordincnce No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage treatment system fit the above addreu has been inspected and appears to fall into the category checked below. (rhos is A6 an existing system ❑ new construction) 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating Properly, 2 Does root 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; no major upgrading of the system is required at this time. ❑ 3 Does 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 relatively high potential for future problems. No major upgrrding of system is required at this time. 4 System may or may not meet current City standards for design, construction or location, but is fading to properly treat and dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters, or is --ating a safety hatard, or is otherwise creating a public nuisance. Please cor loci the City Inspector to discuss system repair/ repiwemen• , )oodures. If urautfield replacement is necessary, soil testing will usually be required, and a ib sign and site plan must be subtiotted for review. Your contractoi must obtain a permit before work is started. SYSTEM CONDITION 1 m Checked items may require your actionl Tank ifttt0ettion indicates: Pumpout not needed r• this time. Solids accumulation in tanks indicates thay should be pump- ed ou! this year to help prevent future problems. ❑ Solids ismumulation 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—itinks could not be inspected. Inspection risers 14" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped out now. ❑ Inspection pipe is located directly over tank baffle. IDoes 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. 29 Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Drainfield is saturated and visibly discharging untreatt:d effluent to the surface. This condition may require replace- ment or additions to dra-f-A. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS. Limiting Site Factors Potential for System Failure Sole Capabilities for ❑ Slope (depends on soil types, water Future Expansion Adequate ❑ Sod ❑ High water table table, and system condrtionl W Low YU ❑ Fair ❑ Lot sire ❑ Medium ❑ Poor ❑ Lake, wetland, or stream ❑ High Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS -- -- — Dale of Inspection 4F Septic System Inspector Note In the ev^nt that this inspection report is used to satisfy the requirements for a mortgage or other transtei 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 inlotmaiion This eporl must tort kept nn the pt emises with system locatinn and pumping u•Lords VYN17 F COPY Inspector's f dr• GOLD COPY , Homeowner