HomeMy WebLinkAbout1991-07-18 On Site Sewage Treatment Inspection ReportON -SITE SEWAGE TREATMENT
INSPECTION REPORT
OWNER
PERMIT NO.'S.----111------
On the Nortb ,Sbore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
--------- -- ADDRESS 192-e0 L�%� ✓-4�1 i--- —
lL
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 sewage
treatment system at the above address has been inspected and appears to fall into the category checked below
(This is fA an existing system ❑ new construction)
47+ 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
¢. properly
2 Does not meet a'I current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constricted generally in accordance with previous codes. 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.
D4 System may or may not meet current City standards for design, construction or location, but is failing to proleily treat and
dispose of the current input, and is endangering a water supply. or is a source of pollution to surface or groundwateis, or is
creating a safety harard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
replacement procedures. If dramfield 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 Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) It tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Dram ield inspection indicates
should be pumped out as soon as possible. Grainfield is dry, no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped Some evidence of surfacing, not critical yet.
withic 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
Inspection risers missing- tanks could not be inspected. effluent to the surface. This condition may require replace -
Inspection risers 14" die. pipe) must be installed in each tank ment or additions to dramfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out wit immediately. Repairs must be completed within 90 days.
the last three ear h
-1L_}�_tsbe hguld pumps out now.
❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Si tr Factors
❑ Slope
❑ Soil
❑ High water table
❑ Lot sire
❑ Lake, wetland, or stream
1J Drainage
Potential for System Failure
Idepends on sod types, water
table, and system , ondition)
Low
❑ Medium
❑ High
❑ System -s causinq visible
surface discharge
Site CapabiIitres for
Future ur�""Expansion
tzs-rsdequate
P 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 properly, but is merely an opinion of the adequacy
of the system under current conditions based on the available information
This report must tse kept can the premises with system location and puniping records
WHITE COPY 1 Inspector's Fit,- GOLD COPY , Homeowner