HomeMy WebLinkAbout1987-08-19 On Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of
Lake Minnetonka
OF
ORONO
OWNER i4v.
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay. MN 55323
473 7357
AM ADDRESS
PERMIT NO.'S.DATES — CONTRACTORS J ^ G L.^St
City Ordinance No. 210 requires that each onsite sewage treatment system in Orono be inspected on a regular basis. The on-tite sewage
treatment system at the above eddress has been inspected and appears to fall into the category checked below.
(This is D an existing system ^^5^new construction)
Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
Does not meet all currant City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no maior
upgrading of the system is required at this time.
2 Does not nseet 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 ma)or upgrading of system is required at
this time.
□ 4 System 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 suppi'>. i ’ is a source of pollution to surface or groundwaters, or is
creating a safety harard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
repiacenrtent procedures. If drainfield replacement is necessary, soil testing wilt usually be required, and a design and site plan
must be submitted for review. Vour contractor must obtain a permit before work is started.
SYSTEM CONDITION ( Q) Checked items may require your action)
Tarik inspection indicates
S^Pumpout not rteeded at this time.
□ Solids accumulation in tanks indicates they should be pump*
ed out this year to help prevent future problems.
O Solidi accumulation in tanks is at a critical level. Tanks
should be pumped out as soon as possible.
□ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
G Inspection risers missirtg-tanks could not be inspected.
Inspection risers (4" dia. pipe) must bo installed in each tank
at next pumpout. If tanks have not been pumped out within
the last three years, they should be pumped out now.
□ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
Drainheld inspection indicates
Drainfield is dry, no surfacing evident.
G Some evidence of surfacing, not critical yet.
G Drainfield is saturated and visibly discharging untreated
effluent to the surface. This cortdition may require replace*
ment or additions to drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
G Drainfield extant and condition unknown.
SITE CHARACTERISTICS:
Limiting Sita Factors
G Slope
G Soil
wfltor tAt)l9
G Lot Sira
O Lake, wetland, or stream
G Drairsaga
Potential for System Failure
(depends on soil types, water
table, gnd systan'. condition)
^58U.ow
□ Mediu' ;
G Hin*
G System is causing visible
surface discharge.
Site Capabilities for
Future Expansionutum t
„JcKAdequate
G Fair
O Poor
□ Inadequate
COMMENTS
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of propw-v advised that
this report does not guarantee or certify that an existirtg system will continue to function properly, but is merely an opmicn of the adequacy
of the system under current condition^ based on the available information
This report must be kept on the premises with system location and pumping records
WHITE COPY / Inspector s File GOLD COPY / Homeowner
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