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ON-SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of
Lake Minnetonka
CITY
OF
ORON(^
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER Qp /VA}______ address
^ ^ ^--------- DATES "7-/3PERMIT NO.'S.
!Z. C=>(D fkey^ct\ L^rZ .
---- CONTRACTORS /4^^VC4A<
City Ordinance No. 210 requires that each on.tite 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 □ an existing system new construction)
Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
r~T 2 1^0** 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.
r~| 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 lor future problems. No major upgrading of system is required at
this time.
System may or may not meet current City standards lor design, construction or location, but is failing 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 drainlield replacement is necessary, soil testing will usually be required, and a design and site plan
must be submitted lor review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( Qj Checked Items may require your action)
Tank tion indicates:
iumpout not needed at this time.
□ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
□ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
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 48 hours to eliminate surface discharge.
□ Inspection risers missing-tanks could not be inspected.
Inspection risers (4" dia. 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.
should be pumped out now.
Dr^mfjpM inspection indicates:
^^Tbrainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
□ Drainfield is saturated and visibly discharging untreated
effluent to the su 'ace. This condition may require replace
ment or addition-, to drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
□ Drainfield extent and condition unknown.
SITE CHARACTERISTICS.
Limiting Site Factors
□ Slope
□ Soil
BTHigh water table
Lot size
□ Lake, wetland, or stream
□ Drainage
Potential for System Failure
(depends on soil types, water
table^fnd system condition)
jHU-ow
□ Medium
□ High
□ System is causing visible
surface discharge.
Site Capabilities for
Fulme E xpansion
^BCfrdequate
^air
□ Poor
□ Inadequate
COMMENTS:
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements lor a mortgage or other 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 information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY / Inspector s File GOLD COPY / Homeowner
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