HomeMy WebLinkAbout1990-08-16 On Site Sewage Treatment Inspection ReportON -SITE SEWAGE TREATMENT
INSPECTION REPORT
OWNER T20& S <e4 ADr 9ESS
PERMIT NO.'S. L 10 ` -DATES
On the Nortb Sbore of'
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
CONTRACTORS vlll ✓�r�
City Ordinance No. 210 requires this, each on -site sewwge treatment system in Orono be inspected on a regular basis. The oniitir seviiege
trwtment system at the above address has been inspected and appears to fall into the category checked below.
!This is m an existing system ❑ new, construction)
1 Mae ri or ex- I current City standards in all respects relating tq design, construction, and location. Appears to be operating
prOperfy.
2 Down not meet all current City standards for new construction 0978 Code) but in most respects appears to be designed,
located, and constructed generally in accordonca with previous codes. System appears to be functior•ng poperly; 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 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 Swum may or may hot meet current City sir. - sot design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangeri supply, or is a source of pollution to surface or groundwaters, or is
creating a safety hazard, or is otherwise crest z nuisance. Please contact the City Inspector to discuss system repair/
replacemaerst procedures, If drainfield replrcemc eces;ary. soil testing will usually be required, and a design and site plan
must be submitted for review. Your contractor must obtair, a permit before work is started.
SYSTEM CONDITION.( m Checked items may require your action;
Tank Inv, :ion indicates:
❑ Pumpout not needed at this time.
iQ Solids accumulation in tanks indicates they should be pump-
ed out this yaw to help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out as soon M possible.
❑ System is diacl.orging to surface. Tanks must be pumped
within 48'sours to eliminate surface discharge.
❑ Inspection risers missing —tanks could not be inspected.
Inspection riers (4" dia. pipol must be installed in each tank
at nest pum►pout. If tanks have not been pumped out within
the last three yaws, they should be pumped out now.
SITE CHARACTERISTICS.
Limiting Site Factors
❑ slope
❑ Soil
❑ High water table
❑ Lot size
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS.
❑ Inspection pipe is located directly over tank baffle. Woes not
give accurate manutornent of solids accumulation.) If tanks
have not been pumped out within the last three yawn, they
should be pumped out now.
Orsinfield inspection indicates.
j,- 69 DrainfiNd is dry, no surfacing evident.
❑ Some evider. a of surfacing, not critical Val.
❑ Drainfield is saturated and visibly discharging untreated
effluent to the surface. This condition may require replace-
mant or additions to drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Drainfielc`exlent and condition unknown.
Potential for System Failure
(depends on soil types, water
table, and system condition)
❑ Low
❑ Medium
High
❑ System is causing visible
surfa a discharge.
am
70
Date of Inspection Septic System Inspector
Site Capabilities for
Future Expansion
❑ Adequate
❑ Fair
64 Poor
❑ Inadequate
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 cr.ntinue to function property• but is merely an opinion of the adequacy
of the system under current conditions bated on the available tn,oimation.
This report must Fe kept can the preruses with system location and pumping records
WHITE COPY I Inspector's File GOLD COPY i Homeowner