HomeMy WebLinkAbout1986-07-29 On Site Sewage Treatment Inpection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the Sortb Shore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay. MN 56323
473-7357
OWNER __
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PERMIT NO.'S.^ mi
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DATES
ADDRESS
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CONTRACTORS
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City Ordinance No. 210 requires that each on site sewage treatment system in Orono be inspected on a regular basis. The on>silt
treatment system at the above address has been inspected and appears to fall into the category checked below.
Ca an e(This is G new construction)
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existing system
Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be optretiflg
properly.
Does not meet all current City standards lor new construction (1978 Code) but in most respects appears to be diiigwad,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no
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 oparalMig
adequately at this time, but has a relatively high potential for future problems. No maior upgrading of system is required at
this time.
□ 4 System may or may not meet current City standards lor 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 su«face or groundiMatars, 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, soil testing 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 ( (2 Checked items may require your action)
Tank inspection indicates:
D Pumpout not needed at this time.
—G Sobds accumulation in tanks indicates they should be pump
ed out this year to help prevent future problems.
□ Solids 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.
□ Inspection risers missing-tanks could not be inspected.
Inspection risers (4*' die. pipe) must be installed in each tank
at next pumpout. If tanks have not been pumped out within
the last three years, they should he pumped out now.
G Inspection pipe is located directly over tank baHte. (I
give accurate measurement of solids accumulatioh.) If tanka
have not been pumped out within the laH iftrae yeart. Iliay
should ba pumped out now.
Drainfield inspection indicates-
— G Drainfield is dry. no surfacing evident.
G Some evidence of surfacing, not critical yet.
G Drainfield is saturated and visibly diachargina untreated
effluent to the surface. This condition may require replaoe*
ment or additions to drainfield. Contact the City Inepector
immediately. Repairs must be completed within 90 days.
□ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors
—Slope
] Soil
High water table
Lot Size
—-G Lake, wetland, or stream
Drainage
Potential for System Failure
(depends on soil types, water
table, and system condition)
—G Low
G Medium
G K.gh
G System is causing visible
surface discharge.
Site Capabilitiea for
Future Expansion
G Adequate
G Fair
----□ Poor
G Inadequate
COMMENTS
L / ‘7 ■i’4>
Date of Inspection If.// Septic System Inspector
iy
Note In the event that this inspection retw. is used to satisfy the requirements for a mortgage or other transfer of property, be advised that
this report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy
of the syilem under current conditions based on the avail^le 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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