HomeMy WebLinkAbout1986-04-24 On Site Sewage Treatment Inspection ReportOrs Opt, ,Vart/5 .Shorn 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
OWNER L Ewa Al l rHU/U S N�i�7N
/ ADDRESS 75
PERMIT NO.'S. ciYaLf"' DATES �l Y ' CONTRACTORS
City Ordinance No. 210 raiuires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is ❑ an existing system )<naw construction)
1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
2 Does not meet all current City standards for new construction 11978 Code) but in most respects appears to be designed,
located, 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.
3 Does not meet current City standards in many respects relating to design, construction, or location. Appears to he operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is requited 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 L source of pollution to surface or groundwaters, 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 drainlield 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 action)
T inspection indicates:
inspection
not needed at this time.
❑ S.lids accumulation in tanks indicates they should be pump-
ed 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 to pumped
within 48 hours to eliminate surface discharge.
❑ Inspection risers missing —tanks cou:d not be inspected.
Inspection risers U" die. pipe) must be installed in each tank
at next pumpout. If tanks have not been ,,jmped out within
the last three years, they shoulJ be pumped out now.
SITE CHARACTERISTICS
❑ Inspection pipe is located directly over tank baffle. IDoes not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drs'nfi Id inspection indicates:
O,rainfield 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 drainlield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types, water Fu Expansion
care
❑ Soil tat4e, and system condition) Adequate
❑ High water table - SLOW ❑ Fair
❑ Lot size Medium ❑ poor
❑ Lake, wetland, or stream ❑ High ❑ Inadequate
Drainage ❑ System is causing visible
surface discharge.
COMMENTS
Lam= J L
Date of Inspection Septic System Inspector
Note In the event that this inspection report is used to satisfy the requirements for 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 properly, but is merely an opinion of the adequacy
item under current conditions based on the available information.
This report must be kept on the premises vrith system location and pumping records.
WHITE COPY ! Inspector's F,le GOLD COPY I Homeowner