HomeMy WebLinkAbout1986-07-29 On Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
OWNER ADDRESS
PERMIT NO.'S.DfTES 7 ' // - W
On the North Shore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
3c ’
_ CONTRACTORS
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City Ordinance No. 210 requires diet each on-tite 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 f«MI into the category checked below.
(This is existing system D new construction)
pn « Meets or exceeds current City standeidt *n all respects relating to design, construction, and location. Appears to be operating
U properly.
Does not meet all current City standa*for 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.
pn 4 Does no* meet current City standards in many respects relating to design, construction, or location. Appears to be operating
^ adequately at this time, but hat a relatively high potential for future problems. No maior upgrading of system is required at
this time.
System mav or may nut meet current City standards for design, construction or location, but is (ailing to properly treat and
dispose of the current input, and is endangerirtg a water suppiy. or is a source of oollution to surface or groundwaters, or »s
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspet tor 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 tur review. Your contractor must obtain a permit before work is started.
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8YST6M CONDITION ((21 Checked items may rec|uire your action^
Tank inspection indicates'
4^ Pumpout rmt needed at this timw.
□ 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 pumpad out as soon as possible.
□ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
G Inspection risers missing-tanks ccMild not be inspected.
Inspec* on risers (4** die. pipe) must be •nstallad in aac>i tank
at next pumpout. If tanks have not been pumped out within
the last three years, they should be pumped out now.
□ Inspection pipe is located directly ova* tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumpad out within the last three years, they
should be pumped out rwMV.
Drainfield inspection indicates-
G Dre'nfield is dry. no surfacir^ 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 Inipecw
immediately. Repairs must be compleied within 90 days.
□ Drainfield vxtent and corsdition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors
□ Slope
□ Soil
□ High water table
□ Lot sire
□ Lake, wetland, or stream
□ Drainage
Potential for System Failure
(depends on soil types, water
table, ano system condition)
Low
□ Medium
□ High
□ System is causing visible
surface discharge.
Site CapabHities for
Future Expansion
O Adequate
□ Fair
□ Poor
□ Inadequate
COMMENTS
Date of Inspection /7 8»plicSSeptic System Inspector
Note. In the event that this inspection report is used to satisfy tlie lequlrenents 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 propirly. but is merely in opinion of the adaquacy
of the system under cu"a.‘?t crinditiont based on the available inlormation.
Ti.is report must be kept on the premises with system location and pumping records.
WHITE COPY / Inspector s File GOLD COPY / Homeowner
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