HomeMy WebLinkAbout1990-07-02 On Site Sewage Treatment Inspection ReportOn tbi-Norlib Show oJ
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ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER r � -- - ADDRESS�.J�lJlea:1"._
PERMIT NO.'S. -- - DATES CONTRACTORS --
City Ordinance No. 210 requires that each on site sewage treatment system in Orono he inspected on a regular basis. The on site sewage
treatment system at i--e above address has been inspected and appears to fall into the category checked below.
ITh.s is Cq an existing system [3 new construction)
D1 Me,ts or exceeds current City standards in all respects relating to design, construction, and location Appears to he operating
properly
(� 2 Does not meet all current City standards for n.w construction 0978 Code) but in most respects appears to Ix- designed,
IG�J located, and constructed generally in accordance with previous codes. System appears to he functioning property, 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. Apfsears 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 rttay or may not meet current City st-ndaids 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 harard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
,solacement procedures. If drainfietd replacement is necessary, soil testing will usually be required, and a design anti site plan
must be sufxnrr i for review ' our contractor must obtain a permit before work is started.
SYSTEM CONDITION ( l[0 Checked items may require ;our action)
Tank inspection indicates FJ Insuectron pipe is located directly over tank baffle (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump, have not been pumped out within the jest three years, they
ed out this year to help prevent future problems. should be pumped out now.
C: Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates
should be pumped out as soon as possible. Drainfield is dry, no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing, not critical yet.
within 48 hours to eliminate surface discharge. U Drainfield is saturated and visibly discharging untreated
*49 Inspection risers missing —tanks could not be inspected. effluent to the surface. This condition may require replace -
Inspection risers 14" dia. pipe' must be installed in each tank ment or additions to dramheld. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately Repairs must be completed within 90 days.
the last three years, they should he Bumped out nowDrainfield extent and condition unknown.
SITE CHARACTERISTICS
Lin,;•mq Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types, water Future Expansion
❑ Sorl table, and system condition) ❑ Adequate
❑ High water table k Low LV Fair
❑ Lot ;ize ❑ Medium rI Poor
❑ Lake, wetland, or stream L7 High f 1 Inadequate
LJ Drairage L I System is causing visible
urrlars drarharns
COMMENTS
Date of inspection
Siotic System Inspector
Note In the event that this inspection repoit is us •d to satisfy the requirements for a mortgage or other transfer of property. be advised that
this report does not guarantee or certify that an e, ting system will continue to function property, but is merely an opinion of the adequacy
of the system under current conditinns based on the available mfurmation
This report must be kept on the premises with system location and pumping records
WHITE COPY e Inspector's File GOLD COPY / Homeowner