HomeMy WebLinkAbout1987-09-04 On Site Sewage Treatment Inspection ReportOn the North Shore of'
Lake Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 553,13
473-7357
nWNciR .� �l�oia C ADDRESS JOSS .r.Z acaci N• �Z� QnCL
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PERMITNO.'S. - �-- DATES -i�-�� CONTRACTORS ! (4C _ -
City Ordinance No, 110 requires that each on -site sewage treatment system irr, Orono be inspected on a regular basis. The on -site sewage
treatment systein at the above address has been inspected and appears to fall into the category checked below.
(This is N( an existing system ❑ new construction)
Irit 1 Meets or exceeds current City standards in all resmets relating to design, construction, and location. Appears to be operating
properly.
2 Does not meet e!! current City standards for new c, nstruction 11978 Codel but in i^ost respects appears to be designed,
located, and constructed ger-!rally in accordance with s rvvious 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, construction, or location. Appears to be. operating
adequately at this time, but has a relatively high potential for future problems. No : ialcr upgrading of system is required at
this time.
4 System may or may not meet current City standards for design, construction or loc-ition, but is failing to properly treat and
dispose of the currant input, and is endangering a water supply, or is a source of pc lution 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, sod t•stiiq 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 (m Checked items may require your action)
Tank inspection indicates:
JW Pumpout not need d at this time.
O Solids accumulation in tanks indicates they should be pump-
ed out this year to help prevent future problems.
❑idida accumulation in ranks is at a rntiral level. Tanis
should be pumped out as soon as possible.
❑ System 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. pivel must be installed in each tank
at next pumpout. If tanks have riot been pumped out within
the last three Veers, they should be pumped out n&v.
SITE CHARACTERISTICS
Limiting Sit@ Factors
❑ Slope
❑ Sod
❑ High water table
Lot sire
❑ Lake, wetland, or stream
❑ Drainage
COMMENTS
❑ Inspection pipe is located dire,fly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the lest three years they
should be pumped ou' now.
Drainlield inspection indicates
13 Urainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
❑ Dreinfield is saturatsd and visibly discharging untreated
effluent to the surface. This condition may require replace-
ment or additions tt drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 day.
❑ Drainfield extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, water
Future Expansion
table, and system condition)
}Adequate
R[ Low
��jj Fair
❑ Medium
❑ Poor
❑ High
. ' 'adequate
❑ System is causing visible
surface discharge
Note In the ever that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised the:
this report does not guarantee or certify that an existing system will continl,r. to functiun prop rly, but is merely an Opir..nn of the adequacy
Of the system under current conditions based on the availahte information.
This report must be keot on the prneises with ,tern lci ahon and p.inip'ng records
WHITF COPY I Inspector's File GOLD Cr iPY i Homeowner