09-05-1990 On Site SewageTreatment Inspection Report

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ON-SITE SEWAGE TREATMENT INSPECTION REPORT OWNER at ADDRESS PERMIT NO.'S. , n �7(-� DATES--7-- -0�L:J Lake 1111 uctonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 ---.. CONTRACTORS GLl+-n�►� City Ordinance No. 210 requires that each on-site sewage 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 Cnecked below. (This is 54 an existing system ❑ new construction) Meets or exceeds current City standards in all respects relating t, design, construction, and location. Appears to be operating 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 witli 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 relatrve!y high potential for future problerns. No major upgrading of system Is required at this time. 04 System may or may not meet current City standards for design, construction or location, but is failing 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 creating a safety hazard, or :s otherwise creating a public nuisance. Please contact the Clty Inspector to discuss system repair/ replacement procedures. It drarnfield replacement is necessary, soil testing will usually be required, and a design and site plan must be submitted fo, review. Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( Q1 Checked items may require your action) Tank inspection indicates. Pumpout nw needed at this time. 90f they should be pump- ed out this year to help prevent future problems. r' Solids 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 within 48 hours to eliminate surface discharge. ❑ Inspection risers missing—tanks could not be inspected. Inspection risers (4" dia. pipe) must he installed in each tank at next pumpour,. If tanks have not been pumped out within the last three years, they should be pumped out now. SITE CHARACTERISTICS ❑ 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. Drainfield inspection indicates ❑ Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. Drainfield is saturated and visibly discharging untreated effluent to the surface. This condition may require replace- ment or additions to drarnfield. Contact the rty nspeoor imme lately. Repaixi-mvst be comp e e r nn d_ ay_s. ❑ rain lelext ne t and condi Ioni7V*"(5Wri- Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types, water Future Expansion ❑ soil table, and system condition) ❑ Adequate ❑ High water table ❑ Low Fair ❑ Lot size ❑ Medium Poor ❑ Lake, wetland, or stream Co High ❑ Inadequate ❑ Drainage System is causing visible w � ► Date of Inspection Uptic System Inspector 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 adequacy 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