HomeMy WebLinkAbout1985-11-15 On Site Sewage Treatment Inspection ReportOil the %rrrth Short' of
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ON -SITE SEWAGE TREATMENT
INSPECTION REPORT 0 F POST OFFICE BOX 66
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER V L�k_ ADDRESS L'' ) �'�r �
PERMITNO.'S. 77 — DATES `l ( —4191 CONTRACTORS ALIC14LI-Ay�y«' .
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 ❑ an existing system Xnew 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 of the system is required at this time
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 for future pioblers. No major upgrading of system is required at
this time.
D4 System may or may not meet current City standards 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, of is
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfreld replacement is necessary, sod testing will usually be required, and a design and sate plan
must be submitted fur review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( (a Checked items may require your action)
Tank
' indicates.
urn ut not needed at this time.
Solids accumulation in tanks indicates they should be pump.
ad 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 W" 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.
SITE CHARACTERISTICS:
Limiting Site Factors
❑ Slope
❑ Sod
❑ High water table
❑ Lot size
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS _^
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) II tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainfreld inspection indicates:
Drainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
CJ Drainfreld is saturated and visibly discha gang untreated
effluent to the surface. This condition may require replace-
ment or additions to drainfreld. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainfreld extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
F u r Expansion
tabje,�nd system condition)
�_ Adequate
lf�r ow
CJ fair
Medium
❑Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
Uate of Inspection Septic System Insp or
Note In the event that this inspection report is used to sathsly the requuernews for 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 pioperiy, but is merely an opinion of the adequacy
of the system under current conditions based on the available information
This report must Ix kept on the pienhrses with system location and purntnnq records.
WHITE COPY Inspector's F de GOLD COPY 1 Homeowner