HomeMy WebLinkAbout1987-07-14 On Site Sewage Treatment Inspection ReportOn tie Nortb Shore of
Lake Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
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OWNER � — ) f,`^ `'��'�, ADDRESS ��`� 6i .1r►-�a U
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PERMIT NO.'S. DATES --� CONTRACTORS —1�-'
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 checked below.
(This is A an existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to 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 with previous codes. System appears to be functioning properly. no major
upgrading o1 the system is required at this time.
3 Does not meet current City Stan• rir in marry respects relating to design, construction, or location. Appears to be operating
adequately at this time, but has .. 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 fo. 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, o nundwaters, 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 dra.nfield 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 ( rZ 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.
O 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 (1•• 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 CHARACTERISTICS.
Limiting Site Factors
Cl Slope
❑ Sod
❑ High water table
❑ Lot sire
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS
19 Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation,) If tanks
have not been pumped out within t.ie last three years, they
should be pumped out new.
Drainfield inspection indicates
M Drainfield is dry. no surfacing evident.
❑ Some evirience 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 drainheld. Contact the City Inspector
immediate.y. Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
Site Capabilities for
Idepends on soil types, water
Future Expansion
table, and system condihonl
Adequate
P9 Low
Fair
❑ Medium
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
Date of Inspection Septic Sy
Note. In the event that this inspection report is used to satisfy the requirements for a mortgage or tither 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 trill .anon
This report must be kept on the premises with system locatinn and pumping records.
WHITE COPY / Insppctor's Fdc GOLD COPY ! Ho,naowner