HomeMy WebLinkAbout1986-02-18 On Site Sewage Treatment Inspection ReportOn tbt• Nortlt Sbore uf
Lake, Minnetnnkrr
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER � K � ADDRESS �C,� �/ ' f l"j —
PERMIT NO.'S. 16 3�`` DATES 161C CONTRACTORS l/�1t �' S
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 bsart inspected and appears to fall into the category checked below.
(This is Xan existing system ❑ new construction)
�i 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 property; 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 upgrrrdirsg of system is required at
this time.
4 System may or may, not meet current City standards for 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 groundw Iles, 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 drainfreld 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 ( (Z Checked items may require your action)
Tank inspection indicates:
❑ Pumpout not noeded at this time.
Cl 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 won as possible.
❑ System is discharging to surface. Tanks must be, pumr-e.t
<I_nwoction
Min 48 hours to eliminate surface discharge.
spection risers missing —tanks could not be inspected risers 114" 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
❑ Slope
❑ Soil
❑ High water table
❑ Lot tire
(_1 Lake, *attend, or stream
❑ Drainage
COMMENTS
4C
u Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) It tanks
have not heen pumped out within the -ast three yews, they
should be pumped out now.
Dr±n.fjold inspection indicates:
Grainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
❑ Drainfield is saturated and viably discharging untreated
effluent to the surface. This condition may require replace-
ment or additions to drainfield. Contact the City Inspector
immediately. Repairs must be completes; wit'iin 90 days.
❑ Dramfield extent and condition uni ?,en.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
tabs, �r+d system condition)
ow
❑ Medium
Future Expansion
Adequate
❑ air
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
t 17-Ar{ GU0 V--JAtif �—� "e t- S 7,41V e S
Date of Inspection
Note In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised'~+t
this report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequ., r
of the sysirm under current conditions based on the available information.
This report must be kept in +hr lui•rnises w,th system location and pumping recc is
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