HomeMy WebLinkAbout1987-08-07 On Site Sewage Treatment Inspection ReportHo
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT
OWNER _ L U C CL' IF
On the .kortb Shore of
lake ifinnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
ADDRESS LanE'
PERMIT NO.'S. -- -- DATES o 1 — CONTRACTORS f r� L/ Yid f7
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular bans. The on -site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
1This is ail an existing system ❑ new construction)
® 1 Meets Jr exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
proper! y .
2 Does not meet all current City standards tot 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 required at
this time.
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
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
replacement procedures. If drain(ield replacement is necessary, sod 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 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 year to help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out as soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within +8 hours to eliminate surface discharge.
❑ Inspection risers missing —tanks could not be inspected.
Inspection risen 14" die. 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 CHARACTERIS I iCS
Limiting Site Factors
❑ Slone
❑ Sod
❑ High water table
❑ Lot site
❑ Lake, wetland, or stream
❑ Drainage
IR Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumuistion.) If tanks_
have not bean pumoad out within the last three_ ears, they
should be��y�.
DraQinfield inspection indicates:
i`l Drainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
❑ Drainfield is saturated and visibiv discharging untreated
effluent to the surfs". This condition may require replace-
ment or additions to dramheld. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainf cad extent and condition unknown.
Potential for System Failure
Site Capabilities for
Idepends on sod types, water
Future Expension
table, and system condition)
Adequate
Z Low
Fair
❑ Medium
❑ Poor
Cl High
❑ Inadequate
❑ System is causing visible
surface discharge.
Note In the event that this inspection report is used to satisfy the tequiremenis for a mortgage or other transfer of property, be advised that
Mrs report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequaCV'
of the system under current conditions based on the available information.
This report must be kept can the premises with system location and pumping records.
WHITE COPY Inspector i = de GOt D COPY I Homeowner