HomeMy WebLinkAbout1990-07-02 On Site Sewage Treatment Inspection ReportIlrr jibe -North Sborl• 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 k)Aq �, �V l� ADDRESS h Pa,445
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PEA'.' t S. DATES /Q v CONTRACTORS
'nonce No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage
trefatT. ,. :...can at the above address has been inspected and appears to fall into the category checked below,
i this is T an existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to deign, construction, and location. Appears to be operating
properly.
02 Does not meet NI current City standards for ,ew construction (1978 Code) but in most respects appears to be desiy ied,
located, and ronstructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
El3 Does not meet current City standards in many respects relating to design, 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 or may not meet current City standards lot 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 ar groundwateis. or is
nesting a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repairt
replocannent procedures. If drainfield 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 ( m Checked items may require your action)
Tank inspection indicates.
❑ Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be pump-
ed out this year to help prevent future problems,
❑ U..!- accumulation in tanks is at a critical level. Tanks
should be j -is,^d out as soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate ►, face discharge.
❑ Inspection rivers missing —tanks could not be inspected.
Inspection rise . (4" dia. pipel must be installed in each tank
at next pumpout. If tanks hen not been pumped out wrtMin
the last three years, they should be pumped out now.
*J4 Inspection pipe is located directly over tank baffle, fOoes 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.
Drai field inspection indicates
Drainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
❑ Drainfield is saturated and visibly discharging untreated
i•Ifluent to the surface. This condition may require replace•
merit or additions to drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainlield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors
Potential for System Failure
Site Capabilities for
❑ Slope
(depends on soil types, water
Future Expansion
❑ Soil
table, and system, condition)
Adequate
❑ High water table
❑ Low
❑ Fair
❑ Lot size
® Medium
❑ Poor
❑ Lake, wetland, or stream
❑ High
Inadequate
❑ Drainage
❑ System is causing visible
COMMENTS
�� !` i. �� I. ♦ ��//i to
Iff"Septic System Inspector
Date of Inspection
Note In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, he advised that
this report does not guarantee or certify that an existing system will continue to function properly, tiut is merely an ouinion of the adequacy
of the system under current conditions based on the available information
This repoit must be kept . n the weimses with system location and pumping records.
WIIITF COPY I Inspector's File GOLD COPY r Homeowner