HomeMy WebLinkAbout1988-08-24 On Site Sewage Treatment Inspection ReportOtt Hit, Niwb Shore of
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ON-SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNEk ala►uG ` 4 t�A' 6 r _ n" rC. %1
ADDRESS
PERMIT PrO.'S. — DATES -- -- CONTRACTORS
City Or imence No. 210 requires that each on-site sewage treatment system in Orono he inspected on a regular to is. The on-site foulage
treatment system at the above address has been inspected and appears to fall into the category checked below.
%This is K an existing system f_] new construction)
' Mdets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
pra;ierly.
E] 2 Does not meet all current City standards for new construction (1978 Code) but in most respects sppears to be designed.
;ocated, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
Q 3 Does not meet current City standards in many respects relating to des�yn, construction, or location. Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time
❑ 4 System may (ir may nUT mP.-1 cuirent C,tv standatds for design, construction or location, but is failing to properly peat and
dispose o} the current inp,.r and is endangering a water supply, or is a source of pollution to surface or groundwater$, o• is
, reatnng a safety herded, or .s otherwise creating a public nuisance Please contact the City Inspector to discuss system repitr,/
replacement procedures. If dray held replacement is necessary, soil testing will usually tie required, and a design and site plan
must be submitted for review. Your rnntractor must obtain a permit before work is started.
SYSTEM CONDITION 1 2 Checked items may require your actionl
TankkAnspection indicates
%►Pumpoui not needed at this time.
❑ Solids accumulation in ranks indicates they s`ould be pump -
ad out this year to "Pip .event future problems.
❑ Solids accumulate t tanks is at a critical level. Tanks
should be pumped . .• won as possible.
r] ,System is clexharg,, - to surface. Tanks must tie pumped
within 48 hours to eliminate surface discharge.
❑
inspect -on risers missing—tanks could not he inspected.
Inspection risers (4" dna. 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.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
❑ Soil
❑ High water table
❑ Lot sire
❑ Lake, wetland, or stream
❑ Drainage
.1 Inspection pipe is locateo directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been Bumped out within the last three yews, they
should be pumped out now
Drainfield inspection muicates
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 dfainf !Id. Contact the City Inspector
immediately Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
(depends on soil types, water
table.Andsystemcond-tinnI
nLow
❑ Medium
U High
❑ System is causing visible
surface discharge.
COMMENTS % 11. f A I U 11 —
Date of Inspection Septic System Inspector
Site Capabilities for
Futurt Expansion
(R Adequate
Fair
❑ Poor
F1 Inadequate
Note In the event that this ,nspe-cbon report is used to satisfy the requurinents lot a mortgage or Mner transfer of uroperty. ire advised that
this report does not guarantee or certify that an exislinq system will contin,uv to lunation piuperly but is merely an opinion of the adequacy
of the system under current conditions based un the available information
Ihrs ietinrI must be kept on the Premises with ,ysr,• I iocdl, or..""I Uu,nlnnq ,eco, us
WHITE COPY Inspectur's File %,ill D COPY . Hrnnr•owner