HomeMy WebLinkAbout12-30-1986 On-Site Sewage Treatment Inspection ReportON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of
Lake Minnetonka
POST OFFICE BOX 66
1336 S. Brown Rd.
Crystal Bay. MN 55323
473-7357
OWNER Lar^d.\C r ___ADDRESS o 1
PERMIT NO.'S.OATES I -7>r/CONTRACTORS
City OrdifioncB No. 210 roquires that each on-site sewage treatment system in Orono be inspected on a n
treatment system at the above address has been inspected and appears to fall into the category checked below.
fThisis □ an existing system ^ new construction)
lis. The onaite sewage
o*
Maeu Of exceeds current City standards in all respects relating to design^ construction, and location. Appears to be operating
properly.
Does not meet all current City standards for new construction (1978 Cods) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no ma|or
upgrading of the system is required at this time.
rn 9 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 relattvely high potential for future problems. No major upgrading of system is required at
this time.
rn 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 it 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 contact the City Inspector to diKuss 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 {(Z Checked items may require your action)
Tank inspection indicates*
H Pumpout not needed at this time.
□ lI Sofids accumulation in tanks indicates they should be pump*
ed out this year to help prevent future problems.
□ Solidi accumulation in tanks is at a critical level. Tanks
should ba pumped out as soon as possible.
□ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surfece 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 be pumped out now.
□ Inspection pipe is located directly over tank baffle. (Does nut
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumpKl out now.
Drainfield inspection indicates:
B Drainfield Is dry, no surfacing evident.
□ Some evidence of surfacing, not critical yet.
□ Drainfield is saturated and visibly discharging untreated
effluent to the surface. This condition may require replace
ment or additions to drainfield. Contact the City Inspector
immediately. Repairs must be completed within 00 days.
□ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors
□ Slope
□ toil
]BHigh water table
□ Lotsite
□ Lake, vMtIand, or stream
□ Drainage
Potential for System Failure
(ttopends on soil types, water
table, and system condition)
31 Low
□ Medium
□ High
□ System is causing visible
surface discharge.
Site Capabilities for
Future Expansion
JSL Adequate
□ Fair
□ 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 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 system imder current conditions based on the available information.
This report must be kept on the premises with systm location and pumping records.
WHITE COPY / Inspector's File GOLD COPY / Homeowner