HomeMy WebLinkAbout1991-08-14 On Site Sewage Treatment Inspection ReportOn the Nortb Sbore of
Lake Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER T)6r(h r M+AI YL Ja- �C��L !I
PERMIT NO.-S. t DATES 1 f :,,,ADDRESS
1 a4-7/ CONTRACTORS
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sawsp
treatment system at the above atfd►ess has been inspected and appears to fall into the category checked below.
(This is i6 an existing system ❑ new construction)
1 Masts or sxeeads current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
G2 Does not meet ell current City standards for new construction 11978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codas. System appears to be functioning properly; no major
upgrading of the system is required at this time.
Q3 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.
04 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 groundwaters, or is
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repairl
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)
Tonk inspection indicates:
•—.pumpout 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 punWed out as soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 haws to eliminate surface dis d+ergs.
❑ Inspection risen missing —tanks could not be inspected.
Inspection risen (4" dia. pipe) must be installed in each tank
at next pumpout. If tanks have not bean pumped out within
the last three years, they should be pumped out now.
SITE CHARACTERISTICS:
Limiting Site Focton
❑ slope
❑ Soil
❑ High water table
❑ Lot size
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS:
Dote of Inspection
❑ Inspection pipe is located directly over tank baffle, (Does not
give ameme measurement of solids accumulation.) If tanks
have not bean pumped out within the last three Veers, they
should be pumped out now.
Drain field inspection indicates:
Oroinfield is dry, no surfacing evident.
❑ Some "dance 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 drainfield. Contact the City Inspector
immediately. Repairs must be cornpleted 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)
Q Adequate
Low
Medium
air
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
System Inspector
Note: In the event that this inspection report is used to satisfy the requirements fur 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 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