HomeMy WebLinkAbout1987-08-24 On Site Sewage Treatment Inspection ReportON -SITE SEWAGE TREATMENT
INSPECTION REPORT
On the Nortb Shnre of
t .vke Minnetonka
POST OFFICE BOX 66
1335 S. 8-own Rd.
Crystal Bey, MN 55323
473.7357
OWNER -Sor:::) ADDRESS
PERMITNO.'S. �51;8 DATES I10- 3r) `E CONTRACTORS ( 14 kApC �. C.
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. The on -site sewage
tMMt•nt system at the above address has been inspected and appears to fall into the category checked below.
(This is an existing systr,'n ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
2 Dons not meet all current City standards for new construction (1978 Code) but it, 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.
a3 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 failing to properly treat and
dispose of the current input, and is endangeting a water supply, or is a source of pollution to surface of groundwaters, or is
mating a safety hazard, or is otherwise creating a public nuisance. Fiesse contact the City Inspector to discuss system repair/
reirlacenwrit procedures. If cireinfield 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 ( 10 Checkas- items may require your actionl
Tank inspection indicates:
V Pumpout not needed u, this time.
❑ Solids 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 be pumped
within 48 hours to eliminate surface discharge.
❑ Inspection risen mining —tanks could not be inspected.
Inspection risers 14" dice. pipe) must be installed in each tank
at nea pumpout. If tanks have not been pumped out within
the last three yews, they should be pumped out now.
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the let three yews, they
should be pumped out now.
Drainfield inspection indicates
V Drainfield 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 drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days,
❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS.
Limiting Site Factors
Potential for System Failure
Site Capabilities for
❑ Slope
❑ Soft
Idepends on soil types, water
Future Expansion
❑ High water table
table, and system condition)
id Low
$Adequate
❑ Fair
❑ Lot sire
O Medium
❑ Poor
❑ Lake, watiand, or stream
❑ High
❑ Inadequate
❑ Drainage
❑ System is causing visible
surface discharge.
COMMENTS
Dote of Inspection septic S n 1 '
Note. In the event that this inspection refsOrt is used to satisfy the requirements for a mortgage or other transfer of property, be advised that
this rowt does not guarantee or certify that an existing system will cont.nue 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 pumping records
WHITE COPY t Inspector's File GOLD COPY ; Homeowner