1987-08-14 On Site Sewage Treatment Inspection Report

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On the ,North .Shore of ON -SITE SEWAGE TREATMENT lake ilnenetonka INSPECTION REPORT POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER �C' b V '_ iY ( 12 0 _ ADDRESS _ � Do PERMIT NO.'S. - (ILA D DATES - r'`i CONTRACTORS kkO City Ordinance No. 210 requires that each oniite 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 tall into the category checked below. (This is 9 an existing system ❑ new constructions) fQ Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating IG�! properly. EJ2 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; no major upgrading of the system is required at this time. 1 3 Does not meet current City standards in many res iects relstino to design, constructii 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 o: location, but rs Ia ling to prop,rly treat and dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groun twaters, or is creating a safety hazard, or is otherwise creating a put,lic nuisance. Plecse contact the City Inspectrr to discuss sv stem repair/ replacement procedures. If drainheld teplacemert is nt ces.ary, soil testing will usually be required and a design and site plan must be submitted for review. Your contractor must ub sin a permit before work is s arted. SYSTEM CONDITION ( m 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 veer to help prevent future problems. ❑ Solids accumulatio, tanks is at a critical level. Tanks should be pumped out a won as possible. ❑ System is d�.chsrging to surface. Tanks must Ix pumped within 48 ho irs to eliminate surface discharge. Cq Inspection r Nis missing —tanks could not be inspected. lE Inspection risers W' dis. pipe) must be installed n each tank at next purr ,out. If tanks have not been pumped I t within the last thin years, they should be pumped out no. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope ❑ Soil ❑ High water table ❑ Lot size �j ❑ Lake, wetland, of stream r ® Drainage ❑ Inspection nips is located directly over tank baffle. (Does not give accurate measurement of solids accumulation.) If tanks have not bee � pumped out within the last three years, they should be rtw I pod out now. Drainfield inspection indicates ❑ Drains r d is dry, no surfacing evident. ❑ Scam evidence of surfacing, not critical yet. t] Ors ifield !• saturated and visitly discharging untreated efflu<^• 10 the surface. This conyition may require replace- ment or additions to drainfield. Contact the City Inspector immediately. Repairs must be com,4eted within 90 days. ❑ DramfiLld extent and condition ur mown. Potential for S, item Failure (depends on sc, types, water Table, and system conditionl Low Medium ❑ High ❑ System is causing visible surface discharge. Site Capabilities for Future Expansion Adequate ❑ Fair C] Poor ]Inadequate v Note In the event that this inspection report is used to satisfy the requiremerits for a mortgage or 4er 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 adequac of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumumg records WHITE COPY ! Inspector's File GOLD COPY / Homeown-