HomeMy WebLinkAbout1990-07-09 On Site Sewage Treatment Inspection Report\
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ON-SITE SEWAGE TREATMENT
INSPECTION REPORT
Om the Sorth Shore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Cryit: Bay. MN 55323
473-7357
OWNER
PERMIT NO.'S
ADDRESS
DATES
Pf
- - CONTRACTORS
City Ordinanct No. 210 riquirtt that Mch on-«iM Mwage trratment system in Orono be inspected on a regular basis. The on-site sewage
tmatfiwnt ayttam at the above addreta has been inspected aiKi appears to fall into the category checked below.
(This is 0 an existing system □ new construction)
138 1 O' •"oaeds currant City standards in all respects relating to design, construction, and location. Appears to be operating
proparfy.
n 2 •" City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructad generaHy in accordance with previous codes. System appears to be functioning properly; no maior
upgrading of the system is required at this time.
ri 3 oo"*"* City standards in many respects relating to design, construction, or location. Appears to be operating
adaquataly at this time, but has a ratatively high pote- ‘el for future problems. No major upgrading of system is required at
this time.
^ ^yy?*** ***** meet current City standards for design, construction or location, but is failing to properly treat and
dispote of the current input, arKf is endangering a water supply, or is a source of pollution to surface or groundwaters or is..................»---------- v« m wwswv \#s fjviiudvfi \%M wwimx w MruunowaiBrs or •>
or k% othorwiM crMtina a public nuisanco. PlMse contact the City Inipector to cfiicuss system repair/
raplacemant procedures. If drainfield replacament is necessary, soil testing will usually be required, and a design and pte plan
must be submitted for review. Your contractor must obtain a permit before work is started.
SYSTEM CONDITION. ( Q Checked items may require your action)
Tank inspection indicatas:
□ Pumpout not needed at this time.
□ Solids accumulation in tanks indicates they should be pump,
ad out this year to help prevent future probiams.
□ Solids accumulation in tanks is at a critical level. Tanks
should be pumped out as soon as possible.
□ System is discharging to surface. Tanks mutt be puittpad
within 48 hours to aliminata surface discharge.
D Inspection risers misdng—tanks could not bo inspected.
Inspection risers (4" dia. pipe) must be installed in each tank
at next pumpout. If tanks have net bean pumped out within
the last three years, they should bo pumped out now.
0 Inspection pips is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the last throe years, they
should be pumped out now.
Oramfield inspection indicates:
0 Drainfieid is dry, no surfacing eyidertt.
□ Some avidenca of surfacing, not critical yet.
□ Drainfield is saturated and visibly discharging untreated
effluent to the surface. This corufition may 'squire replace
ment or additions to drainfield. Contact the City Inspector
immediately. Repairs must be complaied within 90 days.
□ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limitiftg Sita Factors
□ Slope
□ Soil
□ High water table
□ Lot sin
□ Lake, wetland, or stream
□ Drainage
Potential for System Failure
(depends on soil types, water
table, and system condition)
IB Low
□ Medium
□ High
□ System is causing visible
rface dischi
Site Capabiiitiet for
Future Expansion
0 Adequate
□ Fair
□ Poor
□ Inadequate
COMMENTS:
sitftace discharw. .
0
Date of Inspection tic System Inspector
Itete: In the event that this inspection report is used to utisfy the requirements for a mortgage or other transfer of property, be advised that
mis 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 under current conditions 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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