HomeMy WebLinkAbout1987-12-10 On Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the Sorth Shore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
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OWNER
PERMIT NO.'S.DATES
ADDRESS Cre^ Dr.
CONTRACTORS J*>, £
City Ofdinann No. 210 rMiuiret that aMh ontite tawiaga traatmant lyrtam in Orono ba in^actad on a regular basis. The on^iie sewage
treatment system at the above address has been inspected and appears to fail into the category checked below.
(This is D an existing system B new construction)
1 exceeds current City standards in all respects relating to design, construction, and location. Appears to ba operating
r~l 2 •“ current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, end constructed generally in accordance with previous codes. System eppears to be functioning properly; no maior
upgrading of the system is required at this time.
n 3 5?** current City standards in many respects relating to dasign, construction, or location. Appears to be operating
^uately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
thil time.
n 4 Sv«tem 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 endangering a water supply, or is a source of pollution to surface or groundwaters or is
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* “'®*V 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 ( GB Checked items may require your action)
Tank inspection indicates:
& Pumpout not needed at 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 toon at possible.
□ System it discharging to surface. Tanks mutt be pumped
within 48 hours to eliminate surface discharge.
□ Inspection risers miuing-tankt could not be inspected.
Inspection risers (4“ die. pipe) must be installed in each tank
at next pumpout. If tanks have not been pumped out within
the last three veers, they should be pumped out now.
□ Inspection pipe it located directly over tank baffle. (Does not
give accurate meesurement of solids accumulation.) If tanks
hava not baen pumpad out within the last thrae years, they
should be pumped out now.
Drainfield inspection indicates:
B Drainfield it dry, no turfacirtg evident.
D Some evidence of turfacirtg, not critical yet.
□ Drainfield it saturated and visibly discharging untreated
effluent to the surface. This condition may require replace-
ment or additions to drainfield. Contact the City Inspector
immediatety. Repairs must be completed within 90 days.
□ Drainfield extent and cortdition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors
□ Slope
□ Soil
G High water table
□ Lot size
□ Lake, wetland, or stream
□ Drainage
Potential for System Failure
(depends on soil types, water
table, and system condition)
B Low
□ Medium
□ High
□ System is causing visible
surface discharge.
Site Capabilities for
Future Expansion
tS Adequate
□ Fair
□ Poor
□ Inadequate
COMMENTS:
3EP A^H /v\p/vr^s
Date of Inspection Septic System Inspector
Note: In theewnt that this inspection report is used to satisfy the requirementt for a mortgage or other transfer of property, be advised that
This report must be kept on the premises with system location and pumping records.
WHITE COPY / Inspector *. File GOLD COPY / Homeowner
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