HomeMy WebLinkAbout1990-07-02 On Site Sewage Treatment Inspection ReportOtt for .North .Short• of
Lake .tit iuuetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
OWNER A , ��.SOi� !�1/i ADDRESS rGICLIG[�L �'N,
PERMIT NO.'S. &P# DATES 5- �S CONTRACTORS 7 —
City Ordinance No. 210 requires that each on -site swage 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 Ulf an existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
ITy 2 Does not meet al! current City standards for new construction (1978 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.
03 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 for design, construction or location, but is failiog to properly treat end
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters, or is
seating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discus: system repair;
replacement procedures. It drainlield replacement is necessmy, soil testing will usually be required, and a design and site plan
must be sutr it review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( U-8 t ems may require your actionl
Tank inspection tndic3les;
❑ Pumoout not needed at this time.
Cl Solids accumulation in tanks indicates they should be pump -
ad out this vas► to help prevent future problems.
❑ Wids 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 44" dia. 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
❑ Sod
❑ High water table
❑ Lot site
❑ Lake, wetland, or stream
❑ Drainage
Yv Inspection pipe is located directly over tank baffle. IDoes not
give accurate maosurement of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainfield inspection indicates:
LK Drainfield is dry, no surfacing evident.
0 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 drainfield. Contact the City Inspector
immediately 9epa4s must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for System Failure
(depends on soil types, water
table, and system conditionl
9 Low
❑ Medium
❑ High
❑ System is causing visible
Site Capabilities for
Future Expansion
❑ Adequate
IyFalr
❑ Poor
E..)Inadequate
face discharge.
K la5k &004
Date of Inspection
ptic System Inspector
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, but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pump,nq -cord,
WHITE COPY I Inspector's File GOI D COPY Hn.... u