HomeMy WebLinkAbout1990-07-02 On Site Sewage Treatment Inspection ReportOpt slid' i1 ortlr Shure a J.
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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 A."JI , ADDRESS
PERMIT NO.'S. — DATES CONTRACTORS
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sawage
treatment system at the above eddress has been inspected and appears to fall into the category checked below.
(This is A an existing system ❑ new construction)
D1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
�s CZ 2 Does not meet all current City standards for new construction (197P Code) but in most respects appears to be designed,
4Wlocated, 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.
El3 Does not meet current City standards in many respects relating to design, construction, or location. Appears to he operating
adequately at this time, but has a -elatively high potential for future problems. No major upq: tiding of system is required at
this time.
El4 System may or may not meet current City standards for design, construction or location, but is lading 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. It drainlield replacement is necessary, soil 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 ( m Checked items may require your action)
Tank inspection indicates:
Pump.,, 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 14" dis. pipe) must be installed in each tank
at next pumpout. If tanks have not been pumped out within
the last three years, they shoull be pumped out now.
SITE CHARACTERISTICS.
Limiting Site Factors
❑ Slope
❑ Soil
❑ 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,) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainfield inspection indicates.
W Drainfield is dry, no surfacing evident.
❑ Some evidence 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 drainlield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
Future Expansion
table, and system condition)
Adequate
9 Low
4 Fair
❑ Medium
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
Date of Inspection eptic System Inspector
Note In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of pruperty. 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