HomeMy WebLinkAbout1990-07-25 On Site Sewage Treatment Inspection ReportON-SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of'
Lake Minnetonka
OF POST OFFICE BOX 66
O _ O O 1335 S. Brown Rd.
ilk Crystal Bay, MN 55323
473-7357
OWNER
PERMIT NO.'S. DATES
ADDRESS sl�YS:L Z _
CONTRACTORS _-
City
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The onsite sewage
treatment system at the above address hn been inspected and appears to fall into the category checked i Blow.
(This is Idl an existing system ❑ naw construction)
1 Maets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
2 Does not rr.eet all 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.
3 Does not meet current City standards in many respects relating to design, constructicn, or vocation. 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.
FJ4 System may nr 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 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.
SYSTEM CONDITION 1 6a Checked items may require your action
Tank inspection indicates:
-RPump4uut not needed at ttrs time.
❑ Solids accumulation in tanks indicates they should be pump -
ad 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.
❑ Systam 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 (4" dia. pipe) must be installed in each tank
at next pumpout. If tanks have not been pumped out within
the fast three years, they should be pumped out now.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
Cl Sod
❑ High water table
❑ Lot size
❑ Lake, wettand, or stream
❑ Drainage
COMMENTS __
El Inspection pipe is located directly over tank bat e. (Does not
give accurate measurement of solids accumulation.) If tanks
have not heen pumped out within the last three years, they
should be pumped out now.
Drarinnffield inspection indicates
W Drainfield is dry, no surfacing evident.
❑ Some evidence of surfacing, not critical yet.
❑ Drainfield is saturated and visibly discharging treated
effluent to the surface. This condition may requr. - replace•
ment or additions to drainfield Contact the City Inspector
immediately Repairs must be completed within 90 days.
L1 Drainfield extent and condition unknown.
Potential for System Failure
Site Capab4haes for
(depends on soil types, water
Future Expansion
table, and system condition)
❑ Adequate
❑ Low
91'air
%Med, um
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
Do" of Inspection eptic System Inspector
Note In the event that this inspection report is used to satisfy the requirements for a mortgW. or other transfer of prope,ty, be advised that
this report does not guarantee or Certify that an existing system will continue to function property, 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 / Inspector s Fite GOLD COPY i Homeowner