HomeMy WebLinkAbout1991-06-04 On Site Sewage Treatment Inspection ReportON -SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North .Shore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER O� ADDRESS�T-
PERMIT NO.'S.
%!0111111%e DATES
CONTRACTORS "-
City Ordinance No, 210 requires that each on- ite sewage treatment system in Orono be inspected on a regular basis. The onai, sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(Thisis *an existing system ❑ new construction)
1 Meats 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 problems. No major upgrading of system is requited at
e-
-f� this time.
E4 System may or may not meet current City standards lot design, construction or location, but is failing to properly treat and
sc� dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwater%, or is
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the ( .y Inspector to discuss system repair/
replacement procedures. If drainfield 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 tpection indicate:
I& umpout not needed at this time.
❑ 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 n soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
❑ Inspection risen missing —tanks could not be inspected.
Inspection risers (4" 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
❑ Sorl
High water table
Lot size
Lake, wetland, or stream
❑ Drainage
COMMENTS
Date of Inspection
❑ 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 lest three years, they
should be 9umped out now.
Drainfield inspection indicates.
❑ Drainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
Drainfield is saturated and visibiy discharging untreated
/\ effluent to the surface. This condition may require replace-
ment or additions to drainfield. Contact `e City Inspector
immediately. Repairs must be completed w• tin 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
(depends on soil types, water
table, and system condition)
❑ Low
❑ Medium
❑ High
%-System is causing visible
surface discharge.
Septic System Inspector
'apabdities for
E xpansion
J Adequate
❑ Fair
'.Poor
❑ Inadequate
Note In the event that this inspection report is used to satisfy the requirements 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 property, but is merely an opinion of the adequacy
of the system under current conditions based on the available information
This report must oe kept on the premises with system location and pumping records.
WHITE COPY / Inspector's File GOLD COPY i Homeowner