HomeMy WebLinkAbout1986-06-27 On Site Sewage Treatment Inspection ReportOil thl' .Nultlr Flow nJ
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ON -SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ilP�ln ADDRESS %L-�
PERMIT NO.-S. - DATES & e- ,� — - CONTRACTORS
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage
tfNtrtNnt system at the above address has been in tad and appears to fall into the category checked below
(This is D an existing system new construction)
`Q1 Meets or exceeds current City standards in all respects relating to design, construction, and locatior Appears to he 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 problems. No major upgrading of system is required at
this time.
4 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. 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 drarnfield replacement is necessary, soil testing well usually he required, and a design and site plan
must be submitted for review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION 1 QJ Checked items may require your action)
Tsnk spection indicates.
Pumpout not needed at this ttr-e.
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.
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 14" 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.
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation ) If teaks
have not been pumped out within the last three years, they
should be pumped out now.
Drat Id inspection indicates
Drainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not cr,ttcal yet.
❑ Drainfield is saturated and visibly discharging untreated
effltient to the surface. This condition may require replace•
ment or additions to diamheld. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors
Potential for System Failure
Site Capabilities for
❑ slope
(depends on soil types, water
Futur Expansion
❑ sort
table, rid system condittonf
Adequate
AHigh water table
ow
❑ Fair
❑ Lot site
❑ Medium
❑ Poor
❑ Lake, wetland, or stream
❑ High
❑ Inadequate
❑ Drainage
❑ System is causing visible
surface discharge.
COMMENTS —
— ----
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Date of Inspection
'k C. 0�w4N A
Septic system Inttptxt«
Note In the event that this inspection report is used to satisfy the requirements for a Mort~ or other transfer of property, be advised that
this. "sport 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 inust be kept on the premises with system location and pumping records.
WHITE COPY Inspeclot s File GOLD COPY! Homeowner