HomeMy WebLinkAbout1990-06-18 On Site Sewage Treatment Inspection ReportOn Me `. rrrtb Sbort, cal
Lake Minnetonka
ON -SITE SEWAGE TREATMENT
!NSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER rn>°-S � � _ ADDRESS _9 i L214 _
PERMIT NO.'S. JX DATES 7 — CONTRACTORS
City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. Thp tin -rite sewage
treatment system at the above address has been inspected and appears to f:r9 into the category checked below.
(This is ❑ an existing system ❑ new construction)
la 1 Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to he operating
properly.
2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be desijned,
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 des.gn, construction, or location. Appears to be operatinq
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
D4 System may or may not meet current City standards for design, construction or location, but is fading 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 contest 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 tubmitted for review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( (0 Checked items may require your action)
Tank inspection indicates Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time.give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indica!^s they should be pump have not been pumped out within the lost tnree years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids attumur+ -n in tanks is at a critical level. Tank Drainfield inspectior, r^iicates.
should be pumc... out s soon as possible. Grainfield is dry, no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped Some evidence of surfacing, not critical yet.
within 48 hours to eliminate -urface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection riwrs missing —tanks could not be inspected, effluent to the surface. This condition may require replace -
Inspection risers f4" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immedietely. Repairs must be completed within 90 days.
the last three years, they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors
Cl Slope
❑ Sorl
High water table
Lot size
❑ Lake, wetland, or stream
❑ Drainage
Potential for System Failure
(depends on soil types, water
table and system condition)
Low
❑ Medium
❑ High
❑ System is causing visible
Date of Inspection Septic System Inspector
S Capabilities for
Future Expansion
Adequate
Fair
❑ Poor
El Inadequate
Note In the eve that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised carat
this •eport does not guarantee or certify that an existing system will continue to function properly, 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 it
WHITE COPY ! Inspector's File GOLD COPY / Hon._ a.irvr