HomeMy WebLinkAbout1987-03-10 On Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of
Lake Mmnetooka
POST OFFICE BOX 86
1335 S. Brmm Rd.
CryttM Bay, MN 56323
473-7367
OWNER ADDRESS dtA/> SO
PERMIT NO/S.DATES CONTRACTORS
City Ofdinanc* No. 210 r«quirts that each on-site sewage treatment system in Orono be inspected on a re9ular basis. The on-eife
treatment system at the above address has been inspected and appears to fail into the category checked below.
(Thisis^^ an existing system □ new construction)
r-1 I Metu or exceeds current City standards in all respects relating to design, construction, and location, ^ppaan to be oparaiing
properly.
032 Does not meet all current City standards for new construction (1978 C.nle) but in moet respacta ..
located* arKi constructed generally in accordance with previous codes. System appears to be functioning property: •"•lor
upgrading of the system is required at this time.
rn « Does not meet current City standards in many respects relating to design, construction, or location. Appears to be opwating
^ adecHiately at this time, but has a relatively high potential for future problems. No ma|or upgrading of system is required at
this time.
□ 4 System may or ma*' 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 groundwaters, or is
creating a safety hazard, o.* is otherwise creating a public nuisance. Please contact the City Inspector to disciiss system repair/
replacement procedures. If drainfield replacement 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 CONDITIO ( Q Checked iteoH may require your action)
Tank inspection indicatessnHinspecl
yB'VCmcout not needKf at this time.
□ Solids accumulaiion 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 dischargirtg to surfaea. Tanks must be pumped
within 48 hours to eliminate surface dischargs.
□ Inspection risers missing-tanks could not be inspected.
Inspection risers (4** 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.
□ Inspection pipe is located directly over tank baffla. (Does not
give accurate measurement of solidi accumulatlon.l If tanks
have not been pumped out within the laM diraa years, they
should be pumpMl out now.
Drainfield inspection indicaies
>0TT>rainfield is dry. no surfacing evidwit.
□ Some evidence of surf acirtg. not critical yet.
□ Drainfiefd is saturated and visibly disch>ilng untreated
effluent to the surface. This condition may raquira replace*
ment or adcktiona to drainfiald. Contact the City Inspacsar
immediately. Repairs mutt be complesad within 90 days.
□ Drainfield extent and condition unkrumm.
SITE CHARACTERISTICS
Limiting Site Factors
□ Slope
□ Soil
□ High water table
J^Lot size
J9*t.ake. wetland, or stream
U Drainaga
Potential for System Failure
(depends on soil types, water
table, and system condition)
□ Low
Medium
□ High
□ System is causing visible
surface discharge.
Site Capabilities for
Future Expansion
□ Adequate
□ Inadequate
COMMENTS; i i t uAADrsJ up
Date of Inspection ic System Irsspector
Note; In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be adviild diet
this report does not guarantee or certify that an existing system will continue to function properly, but is merefy an opinion of the adaquacy
of tha eyttam under current conditions based on the available information
This report must be kept on the premises with system location and pumpinf records.
PTHITE COPY / InspectCM's File GOLD COPY / Homeowner
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