HomeMy WebLinkAbout1990-08-16 On Site Sewage Treatment Inspection ReportOn the North Sbore of
ON -SITE SEWAGE TREATMENT Lake Minnetonka
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
• Crystal Bay, MN 55323
473-7357
OWNER alyl s 1Gi)(1/, _ ADDRESS
PERMIT NO.'S. 4%(17 DATES CONTRACTORS
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" Si lr- s City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected an a regular bieuv.The on -site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is 14 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
Property.
02 Does not meet MI current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and con"ructed generally in accordance with previous codes. System appears to be functioning properly: nu major
upgrading of the system is required at this time.
El3 Does not most 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 fading to properly treat and
dispose of the current input, and is endangering a water supply, or is a 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 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.
SYSTEWCONDITION 1 m Checked items may require your sctionl
Tank inspection indicates:
0 Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be pump•
ad out this VOW to help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out a soon a possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
❑ inspection risen mixing —tanks could not be inspected.
Inspection risers U" die. pipe) must be installed in each tank
Of next purnpout. If tanks he" not been pumped out within
the lost three years, they should 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.
Drainfield inspection indicates:
Q§ Drainf ield 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-
n ant or additions to drainfield. Contact the City Inspector
im--tediatefy, Repairs must be completed within 90 dris.
❑ Drainfield extent and condition unknown.
Limiting Sire Factors
❑ Slope
Potential for System Fdilure
Site Capabilities for
❑ Soil
(depends on soil types, water
Future Expansion
❑ High water table
table, and system condition)
A Low
❑ Adequate
❑ Lot site
❑ Medium
EA Fan
❑ Poor
❑ Lake, wetland, or stream
❑ High
❑ Inadequate
❑ Drainage
❑ System is causing visible
surface discharge.
CON
of
Inspection Septic System Inspector
Note In the event that this inspect.
port is used to satisfy the requirements for a mortgage or other transfer of
proper, be advised that
this report does not guarantee or ceri
',at an existing system will continue to function properly, but is merely an opinion of the adequacy
of the system under current conditions b,
on the available information.
This report
in., be kept on the premiers v ilh system location and pumping records
WHITE COPY I Inspector's File GOLD COPY i Homeowner