HomeMy WebLinkAbout1991-06-06 On Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the Sorth Shore of
l.ake Aiinnetonka
ORONO
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay. MN 55323
4737357
OWNER SvJeqz.ADDRESS
PERMIT NO. S.DATES CONTRACTORS
Catv Ofdinanc* No. 210 rvqwirn that ««ch on-«<ie saway tteatment svttem in Orono be inspccitd on a leouiar tmii. Tha on-tita tawaqa
traaimani tytitm at Ih# above acMm« has bean impacted and appears to (all mio the cateyorv che.-heO below
(This IS an eaistinq system Q new construction!
y Meets or aicaeds current City standards m all respects relatirsq to design, construction, and location. Appears lo be oiieiaiing
properly.
□ 2
^3
a*
Ucses not meet all current City starsdards lor new comiruction (1978 Code! but in most respects asHwars tu be detigrsesl.
located, and constructed generally in accordance wrth prcviosn codes. System appears to be lunctionmg properly, no maios
upgradrng ol the system is required at this time.
Does rsot meet current City standards in many respects relating to design, construction, or location Auie«ars to he oireraimg
adequately at this time, but has a relatively high potential lor luture (sroblems No mator uitgrailing ol system is required at
this time.
Sysierr may or may not meet current City standards lor design, construction or location, but is lailmg to proprily treat and
dispose ol the current input, and is endarsgenrsg a water supply, or is a source ol pollution to surlace or grouniiwaiers. or is
creating a salety hazard, or is otherwise creating a public mniance. P'ease contact the City Insttecior to discuss system repair/
replacement itrocedur's. II drainlield replacement is necessary, soil testing will usually be required, and a design and site plan
must be submitted lor review. Your co''t.*ector must obtain l (lermit belore work is started.
SYSTEM CONDITION | UJ Checked items may require your action)
Tar^nspeclion intlicates.
'fiM’umpout not needed at this time.
D Solids accumulation in tanks indicates they should be pump
ed out this year to help prevent luture problems.
□ Solids accumulation in tanks is at a critical level. Tanks
•hould be pumped out as soon as possible.
D System is discharging to turlac*. Tanks must be pumped
Within 48 hours to eliminate surlace discharge.
G Inspection risers miuing-ianks could not be inspected.
Inspection risers 14" dia. pipe) must be installed in each tank
at rteat pumpout. II tanks have not been pumped out within
the last three years, they should be pumped out now
□ Inspection pipe is located directly over lank bailie. (Does not
give accurate measurement ol solids accumulation.) II tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainlield inspection indicates
□ Drainlield is dry, no surlacing evident.
□ Some evidence ol surlacing, not critical yet.
□ Drainlield is saturated and visibly diKharging untreated
elllueni to the surlace. This condition may require replace
ment or additions to drainlield. Contact the City Inspector
immediately. Repairs must be compteied within 90 days.
^Oiainlteld evteni and condition unknown.
SITE CHARACTERISTICS
Limitirtg Site Factors
□ Slope
□ Soil
□ High water table
□ Lot Size
□ Lake, wetland, or stream
□ Drainage
Potential (or System Failure
(depends on soil types, water
table, and system condition)
q Low
Medium
□ High
n System is causing visible
surface discharge
Site Capabrtities lor
Future E visansion
□ Atlequaie
W^air
□ Poo.
G Inadequate
COMMENTS
Dale ol insiieuion pile System Insfiector
Note In the event that this mstirrciion retxiri is used to satisi|- the rertuirements lor a mortgage or other transler ol sirofieily. be advised that
this lefXHt does not guarantee or certify that an enstusg system wur continue to function prosseriy. but is merely an opinion ol the adequacy
Ol the sysiam under current condrtrons based on the available inlormatron
This report must be keiit on the premises with system location end pumping lecords
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