HomeMy WebLinkAbout1990-07-01 On Site Sewage Treatment Inspection ReportON -SITE SEWAGE TREATMENT
INSPECTION REPORT
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OF POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 5532?
473-7357
OWNER ��hl j4/ - _ —_ ADDRESS �03
PERMIT NO.'S. = -- DATES � 1 -_—_ CONTRACTORS �� t&�es
City Ordinance No. 210 requires that each on -site sewage 'featment system in Orono be inspected on a regular basis. The onsde sewage
treatment system at the above address has been inspected and appears to (all into the category checked below.
(This is 16 an existing system ❑ new construction)
El1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to he operating
Properly.
0 2 Does not meet all current City standards for new construction (1978 Code) but in most respe-ts appears to be designed,
JC�I 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 most current City standards in many respects relating to design, construction, or location. Appears to he opwrating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required it
this time.
04 System may or may nit meet current City standards for design, construction or location, but is failing to prolwily treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwalefs, or is
creating a .alety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repanf
replacement ptu— I If drainfield replacement is necessary, sod testing will usually be requited, 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 requite your actions
Tank inspection indicates.
❑ Pumpout not needed at this time.
® Solids r -cumulation in tanks indicates they should be pump•
ed out this year to help prevent future problems.
❑ Solids accumulation in tanks is at a criticar level. Tanks
should be pumped out as soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
❑ Inspection risers missing —tanks could not be inspected.
Inspection risers W* dia. pipe) must be installed in each tank
at next p umpout. If tanks have not been pumped out within
the last three years, they should be pumped out now.
11 Insi- on pipe is located directly over tank baffle. (Does not
give accurate ^ s-urement of solids accumulation.) II tanks
have not been primped ou, w-:hin the last three years, they
should be pumped out now.
Drairifield mspectic- indicates
JW Drainlield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
❑ Drainlield is saturated and visibly discharging untreated
effluent to the surface. This condition may require replace•
ment or addition- to drainfield. Contact the City Inspector
immediately. Repass must be completed within 90 days.
❑ Drainlield extent and condition unknown
SITE CHARACTERISTICS
Limiting Site Factors
Potential for System Failure
Site Capabilities for
❑ Slipe
(depends on sod types, water
Future E xpsarision
❑ Soil
table, and system conditionl
Cl Adequale
❑ High water table
❑ Low
A Fan
❑ Lot size
P9 Medium
❑ Poor
❑ Lake, wetland, or stream
U High
❑ Inadequate
❑ Drainage
❑ System is causing visible
surface discharge
COMMENTS-- -
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Date of Inspection ephc System Inspector
Note In the event that this mstp'cuon report is used to satisfy the requitements 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 intonn,rlion
This report must be kept on the pieniiw> wr,h system IOcahun and pumping ieroidh
WHITE COPY r Inspectot's File GOLF) COPY : Homeowner