HomeMy WebLinkAbout1989-07-02 On Site Sewage Treatment Inspection ReportOn Me \'orth Slime of
/.ake Strnnelonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER a) 4KS ADDRESS _L_]_L1�+��K�
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PERMIT NO.'S. � DATES �73 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 treen inspected and appears to fall into the category checked below.
(This is Of an existing system ❑ new construction)
�1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
Property.
2 Does not meet all current City standards for new construction 11978 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 retatiog to design, construction, or location. Appears to be operating
adequately at this time, but has a relatively high potential (or 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 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 groundwiters, 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 drainfield eplacement 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 nspection indicates.
Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be pump•
ad 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 48 hours to eliminate surface discharge.
❑ Inspection risers missing —tanks could not be inspected.
Inspection risers (4" die. pipe) must be installed in each tank
,* next pumpout. If tanks have not been pumped out within
the last three years, they should be pumped out now,
SITE CHARACTERISTICS
Limiling Site Factors
❑ Slope
❑ Soil
❑ High water table
❑ Lot size
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS
Date of Inspection
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drain Wd inspection indicates
Drainfield 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 completed within 90 days.
n Drainfield extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
Futur Expansion
table, and system condition)
wAdequdie
Low
❑ Fair
Med am
n Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
tic System Insswctor
Note In the event that this inspection report is used to satisfy the requirements for a rnorigage or othor transfer of property, be advised that
This report does not guarantee or certify that an existing system will continue to lum r)w,r'v, bt t .s rneiely an opinion of the adequacy
Of the system under current conditions based on the available information.
This report must be kept can the premise, with system location and pr.
WHITE COPY Inspector's F de GOLD COPY ; r