HomeMy WebLinkAbout1988-08-18 On Site Sewage Treatment Inspection Report0ii fhe Aortb Shore of
Lake slrouetooka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER C_�ADDRESS
PERMIT NO.'S. DATES / / — -- CONTRACTORS S VLL
&->Q-V C.-.S.
City Ordinance No, 210 requires that each on -site sewage treatment system in Orono tie inspected on a regular bans. The on -site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is >�n existing system ❑ new construction)
{ 1 Meets or exceeds current City standards in all respects relatrn to desig c sttuction, location. ��
40mmoboo-
2 Does not meet all currep Jty standards for new construction (1978 Code) but in most respects appears to be designed,
loafed, and constructed yi.si rally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
3 Does not meet current City surndards in many respects relating to design, construction, or location. Appears to be oycral.rq
adequately at this time, but has a relatively high potential lot future problems. No major upgrading of system is required at
this time.
4 System may or may 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 g,oundwaters, or is
creating a safety haiard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
replacement procedures. If dra.nlield replacement is necessary, soil testing will usually be required, and a design and site plan
must be submit:-d for review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION 1 [Z Checked items may requireyouraction)
Tank inspection indicates. �e A�AC447J� y ft)OWS ❑ Inspection pipe is located directly over tank baffle. (Does not
ElPumpout not needed at this time. five accurate measurement of solids acrsimulation I If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates
should be pumped out as soon as possible. ❑ Drainfield is dry, no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped C7 Some evidence of surfacing, not critical yet.
within 48 hours to eliminate surface discharge. ^1 Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing —tanks could not be inspected. eil'-ient to the surface. This condition may require replace -
Inspection risers (4" dia. pipe) must be installed in each tank moot or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately. Repairs must be completed within 90 days.
the lost three years, they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
❑ Soil
❑ High water table
❑ Lot sire
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS
S ee
Date of Inspection
Potential for System Failure
(depends on soil types, water
table, and system condition)
Clow
odium
❑ High
❑ System is causing vdsoUe
surface discharge.
$optic System Inspector
Site Capabilities for
F ur Expansion
dequate
❑ Fair
Cl Poor
n Inadequate
Note In the event that this inspection report rs used to satisfy the rerluuements lot 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 pr Olu r'y, but is merely an opinion of the adequacy
of the system under current conditions based on lh,� available inloitnation
This report must be kept on the prerrnses with %ystem iocat,or, grid puinjunq records
WRITE COPY r Inspector's File f,01 t) COPY 1lnmeowner