HomeMy WebLinkAbout1990-08-15 On Site Sewage Treatment Inspection ReportOn the North Shore of'
Lake Minnetonka
ON-SITE SEWAGE TREATMENT POST OFFICE BOX 66
INSPECTION REPORT
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER //II �1 �IV14
ADDRESS(1j Z4) —
PERMIT NO.'S. DATES
S` SD 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 hes been inspected and appears to fall into the category chocked below.
(This is 1A an existing system ❑ new construction)
0 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 all current City standards for new construction (1918 Code) but in most respects appears to be designed,
�Sl located, end constructed generally m 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 A"ign, construction, or location. Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No mayor upgrading of system is required at
this time.
0 4 System may or may not meet current City standards for design, construction or location, but is fading 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
cresting a safety hazard, or is otherwise creating a public nuisance. Please contact the City 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 1 m Checked items may require your action)
Tank inspection indicates:
❑ Pumpout not needed at this time.
Solids accumulation in tanks indicates they should be pump-
ed out this Veer to help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out as coon ae possible.
❑ System is discharging to Surface. Tanks must be pumped
within 46 hours to eliminate surface discharge.
❑ Inspection risers missing- tanks could not be inspected.
Inspection risers 14" die. pipe) must be installed in each tank
at next pumpout. If tanks have not been pumped out within
the lest three years, they should be pumped out now.
SITE CHARACTERISTICS
Limiting Sita Factors
Cl Slope
❑ Sod
❑ High water table
❑ Lot size
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate mea uranent of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainfield inspection indicetes:
Drainfield is dry, no surfacing evident.
❑ Some 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 drainfield. Contact the City Inspector
immediately Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
Future Expansson
❑ Adequate
table, and system condition)
Fair
Low
n Medium
❑ Poor
High
❑ Inadequate
C System is causing visible
surface discharge.
Date of Inspection ptic System Inspector
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
ng system will continue to function properlyd
. but is merely an opinion of the aecivary
this report does not guarantee or certify that an existi
of the system under current conditions based on the available Intotmatton
This resort roust be kept on the wennses w,th system iocarion and pumping records
Wf4lTC COPY I Inspectot's p de GOLD COPY,, Homeowner