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ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ADDRESS C
7
PERMIT NO.'S. DATES J t20` CONTRACTORS T/[ Jlo.
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono he inspected on a regular basis. The onstte sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is ® an existing system ❑ new construction)
I�j 1 Meets or exceeds current City standards in all respects relating to design. constr -ctton, and Location. Appears to be operating
�1 properly.
2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed.
located, and constructed generally on accordance with previous codes. System appears to the functioning properly, no major
upgrading of the system is required at this time.
a3 Does not meet current City standards in many respects relatinq to design, construction, or location. Apfxais to he operating
adequately at this time, but has a relatively high potential tot luture problems No major upxgradiny of system is requiredat
this time.
4 System may of may not meet current City standards for design, construction of location, but is falling to properly treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or gioundwatefs, or is
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
replacement procedures. If dramlield 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 CONDITION.( [Z Checked items may require your actionl
Tank inspection indicates
❑ Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be ptump-
ad 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 discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
Inspection risers missing —tanks could not be inspected.
Inspection risers (4" dia. pike) must he installed in each ;ark
at next pumpout. If tanks have not been pumped out within
the last three years, they should be pumped out now.
l J Inspection pope is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) II tanks
have not been pumped out within the last three years, they
should be pumped out now.
Dramlteld inspection indicates
tN Dramlteld is (try, no surfacing evident.
Ej Some evidence of surfacing, not critical yet.
�] Drainfield is saturated and visibly discharging untreated
effltent to the surface. This condition may require replace
ment or additions to drainfield. Contact tht; City Inspector
immediately. Repairs must be completed within 90 days.
❑ Oramlreld extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors Potential for System Failure Site C3pab1htles for
❑ Slope (depends on sod types, water Future E xpanston
❑ Sod table, and system condition) I ; Adequate
❑ High water table i� uow 01 Fair
❑ Lot sire ❑ Medium (-] Poor
❑ Lake, wetland, or stream I] High ) Inadequate
❑ Drainage ❑ System is causing visible
y����� ,,/ surrllaedischarge.
COMMENTS �[11�[-T�d'� /._.m 1)i1T?f o I /�p(�j_ A/1��—
�/✓�� �— - r been
Date of Inspection Aeolic System Inspector
Note In the event that this inspection report is used to satisfy the requirements lot a mottgage or other transfer of property, be advised that
this report does not guarantee of certily that an existing system will continue to Iunclion ptolwrly, hot is metely an opinion of the adequacy
Of the system under current conditions based on the available ndonnation
This reliorl moo be kept fmi it,.- Inemisey with system location and liumpinq records.
yvtilTE COPY Inspectol's f de GOL D COPY ; Homeowner