1987-08-07 On Site Sewage Treatment Inspection Report

Home Browse Search

Ho ON -SITE SEWAGE TREATMENT INSPECTION REPORT OWNER _ L U C CL' IF On the .kortb Shore of lake ifinnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473.7357 ADDRESS LanE' PERMIT NO.'S. -- -- DATES o 1 — CONTRACTORS f r� L/ Yid f7 City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular bans. The on -site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. 1This is ail an existing system ❑ new construction) ® 1 Meets Jr exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating proper! y . 2 Does not meet all current City standards tot 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 upgrading 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 creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/ replacement procedures. If drain(ield replacement 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. SYSTEM CONDITION 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 soon as possible. ❑ System is discharging to surface. Tanks must be pumped within +8 hours to eliminate surface discharge. ❑ Inspection risers missing —tanks could not be inspected. Inspection risen 14" die. 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. SITE CHARACTERIS I iCS Limiting Site Factors ❑ Slone ❑ Sod ❑ High water table ❑ Lot site ❑ Lake, wetland, or stream ❑ Drainage IR Inspection pipe is located directly over tank baffle. (Does not give accurate measurement of solids accumuistion.) If tanks_ have not bean pumoad out within the last three_ ears, they should be��y�. DraQinfield inspection indicates: i`l Drainfield is dry, no surfacing evident. ❑ Some evidence of surfacing, not critical yet. ❑ Drainfield is saturated and visibiv discharging untreated effluent to the surfs". This condition may require replace- ment or additions to dramheld. Contact the City Inspector immediately. Repairs must be completed within 90 days. ❑ Drainf cad extent and condition unknown. Potential for System Failure Site Capabilities for Idepends on sod types, water Future Expension table, and system condition) Adequate Z Low Fair ❑ Medium ❑ Poor Cl High ❑ Inadequate ❑ System is causing visible surface discharge. Note In the event that this inspection report is used to satisfy the tequiremenis for a mortgage or other transfer of property, be advised that Mrs report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequaCV' of the system under current conditions based on the available information. This report must be kept can the premises with system location and pumping records. WHITE COPY Inspector i = de GOt D COPY I Homeowner