HomeMy WebLinkAbout1986-10-27 On Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of
Lake Minnetonka
O R O N O
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER __QAa,Am<Qo ADDRESS OffeA>&T
PERMIT NO/S.DATES CONTRACTORS ftilh ^
City Ordinanca No. 210 raquirtt that each on-tita itwaga traatmant tyitam in Orono ba inipactad on a regular basis. The on-sita sassage
traatmant systam at tha abova addrass has bean inspactad and a ppaars to fall into tha category checked beloss.
(This is 9^an existing system □ nass construction)
rn ^ Meats or exceeds currant City standards in ail respects relating to design, construction, and location. Appaars to be operating
properly.
13 2 Does not meat all currant City standards for nass 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 maior
upgrading of the system is required at this time.
Does not meat currant 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 m^or upgrading of system is required at
this time.
Systam may or may not meet currant City standards for design, construction or location, but is failing to properly treat and
dispose of the current input, ar>d 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 procaduras. If drainfield replacament 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 ( Ql Checked items may require your action)
Tank inspaction indicates:
□ Pumpout not needed at this time.
□ Solids accumulation in tanks indicates thay should ba 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 ba pumped
within 48 hours to eliminata surface discharge.
□ Inspaction risars missing-tanks could not be inspected.
Inspaction risers (4“ dia. pipe) must ba installed in each tank
at next pumpout. If tanks have not baan pumped out within
tha last three years, they should be pumped out now.
1^ 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 veers, thav
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Drainfield inspection Infflcaies:
□ 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.
SITE CHARACTERISTICS:
Limiting Site Factors
□ Slope
□ Soil
□ High water table
D Lot size
BTLake. wetland, or stream
□ Drainage
Potential for System Failure
(dspertds on soil types, water
table, and system condition)
□ Low
BUMedium
□ High
□ System is causing visible
surface discharge.
Site Capabilities for
Future Expansion
□ Adequate
eUair
□ Poor
□ Inadequate
COMMENTS;
m -yu yviMwv
Date of Inspection Ss^c System Inspector
Note: In the event that this inspection report is used to satisfy the requirenrtents for a m}.*tgage 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
r i the system under current conditions based on the available information.
This 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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