HomeMy WebLinkAbout1990-07-30 On Site Sewage Treatment Inspection ReportOn the Nnrtb Shore of
Lake .Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
4I3-7357
ra"I'262 Zr'
ADDkiL
t<_, 1 L DATES 1� � �� CONTRACTORS I >AAVLI —A � �O►Ic�
C ry '- ,.sence No. 210 requires that each on -site owega treatment system in Orono be inspected on a regular basis. The on -site sewage
bNt"wt system at the above address has been inspected and appears to fall into the category checked below.
(This is ® an existing system ❑ new construction)
�I 1 Meets or exceeds current City standerds in all respects relating to design, construction, and location. Appears to be operating
2 Dan not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
loculbd, and constructed generally in accordance with previous coda. 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, construction, or location. Appears to be operating
adequately at this time, but ha a relatively high potential for future problems. No major upgrading of system is required at
this time.
4 System may or may not most 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 groundwater%, or is
creating a safety haled, or is otherwise creating a public nuisance. Planes contact the City Inspector to discuss system repair/
rerlecement 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 pormit before work is started.
SYSTEM CONDITION.( 2 Checked items may require your action)
Tank inspection indicates:
a Pumpout not nMdad at this time.
❑ Solids accumulation in tanks indicates they should be pump
ad out Otis yew to help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should he pumped out as soots as possible.
❑ System is dise'r"ng to surface. Tanks must be pumped
within 48 hnurs to suminste surface discharge.
❑ Inspection rises missing —tanks could not be inspected.
Inspection risen 14" die. pipe) must ta; -noshed in each tank
at next pu mpout. If tanks hays not been pumµ.' ^art within
the lost three yaws, they should be pumped out now.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
❑ Soil
❑ High water tide
❑ Lot sire
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS
❑ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not basin pumped out within the last three yaws, they
should be pumped out now.
Orainfiald inspection indicates:
® Drainfield is dry, no surfacing evident.
❑ Soma widens of surfacing, not critical yet.
O Drainfield is saturated and visibly discharging untreated
effluent to the surface. This condition may require replace-
msint or additions to d►alnfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
❑ Ormrifield extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
Future Expension
table, and system condition)
15 Adequate
® Low
❑ Fair
❑ Medium
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge
Date of Inspection `Septic System Inspector
Note In the event that this inspect»n report is used to satisfv the requirements for a mortgage or other transfer of property, be advised that
this report does not guarantee or certify that on existing system will continue to function properly, but is merely an opinion el the adequacy
of the system under current condrtrnns based on the available information.
This report must be kept can the premises with system location and pumping records
WHITE COPY / Inspector's File GOLD COPY / Homeowner