HomeMy WebLinkAbout1989-06-21 On Site Sewage Treatment Inspection ReportCONTRACTORS
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site "wage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is.ean existing system ❑ new construction)
O1 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 Codel 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.
193 Does not meat 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.
a4 System may or may not meet current City standards for design, construction of location, but is failing to property 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 solely harard, or is otherwise pealing a pudic nuisance,Please contact the ,,'ity Inspector to discuss system repair/
efVacemenl procedures. If drainfield replacement is neeenary, sod letting will usually be required, and a design and site plan
must be submitted for review. Your contractor must obtain a permit befort work is started.
SYSTEM CONDITION 10 Checked items may require your action!
Tank inspection Indicates
❑ Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be pump -
ad Out this year 10 help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out as moons as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
�s Inspection Fiats missing —tanks could not be inspected.
Inspection Floors (4" die. pipe) must be installed in each tank
at next Pumpout. If tanks have not been pumped out within
the lost three years, they should be pumped out now.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
❑ Sod
❑ High water table
❑ Lot sire
❑ Lake, wetland, or stream
❑ Drainage
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT
Orr lhr .Vorfh Sbore of
1-aki, Ithinvtnnka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
OWNER L-Aws,(20 ADDRESS 4 3-S NoArIt Fc1eNAA Ig
PERMIT NO.'S.
DATES
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) H tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainfield inspection indicates:
e❑Drainfield is dry, no surfacing evident.
dy _ome, 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 dramfield. Conla,t the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
(depends on soil types, water
table, and system condition)
❑ Low
❑ Medium
)!6H Igh
❑ System is causing visible
surface discharge.
COMMENTS SEE 81'1'PC-MaI0
Date of Inspection tic System Inspector
Site Capabilities for
f uture E xpansion
C l Adequate
fair
❑ Poor
❑ Inadequate
Note In the event that this inspection report is used to sausly the requirements lot a mortgage or other transfer of property, be adwsed mat
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 rerords
WHITE COPY I Inspector's itie r'
rOL D COI, V Hnneuwner