HomeMy WebLinkAbout1990-07-31 On Site Sewage Treatment Inspection ReportON -SITE SEWAGE TREATMENT
INSPECTION REPORT
On the Nortb Shone of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER L � �5 ADDRESS � L:Z? OF 1—
PERMIT NO.'S. - DATES '-' CONTRACTORS = —.
City Ordinance No. 210 requires that each onsiss town" treotrnent system ir. Jrono be inspected on a rgwlar basis. The onsite sewage
reatrrsent system at the above address has been Inspected and appears to fail Into .he category chocked below.
IThis is a an existing system ❑ new construction)
C1 Moots or exceeds current City standards in all respects relating to design, construction, end location. Appears to be operating
properly
2 Does not most all curtain C_ standards for new construction (1978 Code) but in most respects appears to be desigrseu,
located, and constructed ganemily in axadanea with previous codes. System appears to be fi•rtctioning properly. no inajor
upgrading of the system is required at this time.
�j 3 Does not meet current City standards in many respects relating to do-, dot, construction, or 'cation Appears to be operating
11 �� sid wiitNv at this time, but has a relatively high potential for future y,oblems. No major upgrading of system is required at
this tims
4 system may or may not most current City standards for design, construction or location, but is failing to properly treat and
d.spwa of it.e current input, and % endangering a water rupply, or is a source of pollution to surface or groundwaters, or is
seating a safety, harerd, or is otherwise creating • „ubiie nuisance. Plains contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary, "nil testing will usually be requited, a d a design and site plan
must btu submitted for review. Your contractor must o:rtain a permit before work is started.
SYSTEM CONDITION 1 jZ Checked itenM may require your action)
Tank inspection indicate:
-)Oe— KIliumpout not nesd"o at this time.
❑ Solids accumulation in tanks indicalas they should be pump-
ed out this Vow to help prev!nt future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out n soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to Niminat ii surface discharge.
❑ Inspection risers mining —tanks could not be inspected.
Inspection risers (4" die. pipe) must be installed in sad- tank
of next pumpout, if tanks haw not been pumped uut within
the last three yearn, they should be pumped out now.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
L✓ High water table
❑ Lot site
❑ Lake, ovetlanrt, n, st yam
U Drainage
OOdMMEN I$:
Date of Inspection
❑ Inspection pope is located directly over tank baffle. (Don not
give accurate measurement of solids accumulation.) If tanks
here not basin pumped out within the last three yeas, they
should be pumps:) out now.
Dra.nfleld inspection indicates:
U Drainfield is dry, no surfacing evident.
U Some srAdence of surfacing, not critical yet.
❑ Drainfiold is saturated and visibly diuf.orging untreated
effluent to the surface. This condition may require replace-
ment or additions to drainfield. Contact the City Inspwtnr
imnsedietely. Repairs must be completed within 90 rlsys.
59 Drainfield extent nod condition unknown.
Potential for System failure
Idepends on soil types, water
tatJo, and system condition)
❑ Low
❑ Medium
❑ High
❑ System is causing visible
surface discharge
Site Ca"Wittes for
Future Exponsiors
❑ Adequate
❑ Fair
❑ Poor
❑ inside ivate
Note I th event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of pronorty. he advised that
this repo,, does not guarentee or certify that an existing system writ continue to function ptopeilV, but is merely an opinion of the adequacy
of the sysrem under current conditions bated on the available information
This report must be lies, Nn the premises with system location and pumping recorrh
wiim. c.nPY ; Inspector's File GOLD COPY ' Norrteowne,