1990-07-31 On Site Sewage Treatment Inspection Report

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ON -SITE SEWAGE TREATMENT INSPECTION REPORT On the Nortb Shone of Lake Minnetonka POST OFFICE BOX 66 1335 S. Brown Rd. Crystal Bay, MN 55323 473-7357 OWNER L � �5 ADDRESS � L:Z? OF 1— PERMIT NO.'S. - DATES '-' CONTRACTORS = —. City Ordinance No. 210 requires that each onsiss town" treotrnent system ir. Jrono be inspected on a rgwlar basis. The onsite sewage reatrrsent system at the above address has been Inspected and appears to fail Into .he category chocked below. IThis is a an existing system ❑ new construction) C1 Moots or exceeds current City standards in all respects relating to design, construction, end location. Appears to be operating properly 2 Does not most all curtain C_ standards for new construction (1978 Code) but in most respects appears to be desigrseu, located, and constructed ganemily in axadanea with previous codes. System appears to be fi•rtctioning properly. no inajor upgrading of the system is required at this time. �j 3 Does not meet current City standards in many respects relating to do-, dot, construction, or 'cation Appears to be operating 11 �� sid wiitNv at this time, but has a relatively high potential for future y,oblems. No major upgrading of system is required at this tims 4 system may or may not most current City standards for design, construction or location, but is failing to properly treat and d.spwa of it.e current input, and % endangering a water rupply, or is a source of pollution to surface or groundwaters, or is seating a safety, harerd, or is otherwise creating • „ubiie nuisance. Plains contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary, "nil testing will usually be requited, a d a design and site plan must btu submitted for review. Your contractor must o:rtain a permit before work is started. SYSTEM CONDITION 1 jZ Checked itenM may require your action) Tank inspection indicate: -)Oe— KIliumpout not nesd"o at this time. ❑ Solids accumulation in tanks indicalas they should be pump- ed out this Vow to help prev!nt future problems. ❑ Solids accumulation in tanks is at a critical level. Tanks should be pumped out n soon as possible. ❑ System is discharging to surface. Tanks must be pumped within 48 hours to Niminat ii surface discharge. ❑ Inspection risers mining —tanks could not be inspected. Inspection risers (4" die. pipe) must be installed in sad- tank of next pumpout, if tanks haw not been pumped uut within the last three yearn, they should be pumped out now. SITE CHARACTERISTICS Limiting Site Factors ❑ Slope L✓ High water table ❑ Lot site ❑ Lake, ovetlanrt, n, st yam U Drainage OOdMMEN I$: Date of Inspection ❑ Inspection pope is located directly over tank baffle. (Don not give accurate measurement of solids accumulation.) If tanks here not basin pumped out within the last three yeas, they should be pumps:) out now. Dra.nfleld inspection indicates: U Drainfield is dry, no surfacing evident. U Some srAdence of surfacing, not critical yet. ❑ Drainfiold is saturated and visibly diuf.orging untreated effluent to the surface. This condition may require replace- ment or additions to drainfield. Contact the City Inspwtnr imnsedietely. Repairs must be completed within 90 rlsys. 59 Drainfield extent nod condition unknown. Potential for System failure Idepends on soil types, water tatJo, and system condition) ❑ Low ❑ Medium ❑ High ❑ System is causing visible surface discharge Site Ca"Wittes for Future Exponsiors ❑ Adequate ❑ Fair ❑ Poor ❑ inside ivate Note I th event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of pronorty. he advised that this repo,, does not guarentee or certify that an existing system writ continue to function ptopeilV, but is merely an opinion of the adequacy of the sysrem under current conditions bated on the available information This report must be lies, Nn the premises with system location and pumping recorrh wiim. c.nPY ; Inspector's File GOLD COPY ' Norrteowne,