HomeMy WebLinkAbout1990-07-13 On Site Sewage Treatment Inspection Reportoil the .Vortb Shore of
lake .Minnetonka
ON -SITE SEWAGE T, REATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473- /357
OWNER 1/--- — ADDRESS
PERMIT NO 'S. g --- DATES ___Zg _ CONTRACTORS Vr yy
City Ordinance o. 7.10 requires that each on -site sewage treatment system in Orono be inspected on a regul r Jrhe o e sewage
tnsatme-it system at the above address has been inspected and appears to fall into the category checked below.
(This is iT en existing system L] new constru !ion)
C�19 1 Meets or exceeds currer' City standards in all respects relating h. 'sign, conctruction, and location. Appears to be operdting
properly.
2 Does not meet all current City standards for -sew construr .on 11978 Code) but .n most respects appears to tit designed.
located, and constructed generally in acco.du.rce wiln previol.s codes. System appee s to be functioning prop• oo major
upgradirn o' the ' -tom is required hi this t.me.
j 1 3 Dons not meet current City standards in many respects relating to tksign, construction., or location. Appears to be. operatrni
lJ Adequately at this time, tor! has a relatrvJly high potential for future protstems No major upgrading of system is required at
this t,me.
L System may rr may not meet current City standards for design, construct. m at location, but is fading to property treat and
drspcte of I, . current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters. o, is
creating a salary hie rard, or is othersvue c.eatirg a public nuisance. Please contact the City Inspector to discuss system repair/
,e.plaeement prove cures. If drainfield replacement is necessary, soil testing will usually be required, and a design and site plan
must be submitted for review. Your r,..tractor must obtain a permit before work is stsrted.
SYSTEM CONDITION I (Z Checked items may require your action)
Tank inspection in.r+_ates:
❑ Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be pump-
ed out :nis year to help prevent future problems.
❑ Solids accumulation in tanks is at a critical I„"I. Tanks
should be p-imned cut as soon as possible.
C_i System is dischsrgmg to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
Inspection risers ,missing —tanks could not be inspected.
Inspection tiers (4" die. pipe) must be installed in each tank
at next pumpout. If tanks have not been pumped out within
the last three yea., they should be pumpej out now.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
❑ Sod
❑ High water table
U t of site
❑ Like, wetland, or stream
1.) Drainage
COMMENTS
V/� r ✓t ,
- .ln s��ll•��e+ r
❑ Inspection pipe is located directly over tank baffle. (Does nct
give accurate me^aurement of bonds accumulation.) If tanks
have not been pumped out within the last three years, they
should lie pumped out now.
Drem ield inspection indicates.
Drainfield .s dry, no s,i facing evident.
❑ Some evidence of surfacing, not critical yet.
❑ Drainfield is saturated and visibly discharging untreated
effluent to the surface. This ondition may requite replace-
ment or additions to drainfie'd. Contact the City Inspector
immediately. Repairs roust be completed within 90 days.
❑ Drainfield extent and condition unknown.
ential for System Failure
Je.pends on soil types, water
table andsystamcondition)
IJ Low
❑ Medium
❑ High
❑ System is causing visible
surfem thwharge.
Site Capabilities for
Future Expansion
Auequate
❑ F J.r
❑ Poor
❑ Inadec:ate
Note In the event that this inspection report Is used to satisfy the requirements for a mortgage wr other transfer of properly. be advised that
this report does not giostantee or certify that an existing system will continue to function property, but is merely an opinion of the adequacy
of the system under current conditions bes3d on the available information
This report must be kept on the piemises will, system location and pumping records
WHIT E COPY / Inspector's F.' GOLD COPY / Homeowner