HomeMy WebLinkAbout1987-08-14 On Site Sewage Treatment Inspection Reportf
ON SITE SEWAGE TREATMENT
INSPECTION REPORT
OWNER
ORONO
ADDRESS
On the North Shore of
Lake Minnetonka
POST OFFICE BbX 66
1335 S. Brown Rd.
Crystal Bay. MN 55323
473-7357
Co U T^V; ^
PERMIT NO.'S. ----------------------- DATES------Q ~ I ^ ^ _______ rnMTPAPTnpg pv
City Ordinance No. 210 requires that aach ontite sewage treatment system in Orono be inspected on « regular basis. The on-site sewage
treatment system at the above addreu has baan inspected and appears to fali into the category checked below.
(This is ^ an existing system □ new construction)
n 1 *^**** •*oeeds current City standards in all respects relating to design, construction, and location. Appears to be operating
property.
1 I 2 ttteet all current City standards tor 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.
n 3 current City standards in many respects relating to design, construction, or location. Appears to be operating
a^quataly at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
tnli tin>6.
Tvt4 ^y****" '"•V or may not meet current City standards for design, construction or location, but it failing to properly treat and
^ aisposa of the current input, and it endangering a water supply, or it 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 discuss system r^ir/
raplacament procedures. If drainfield replacement it necessary, toil testi.ig will usually be required, and a design and site plan
must be submitted for review. Your contractor must obtain a permit before work it started.
SYSTEM CONDITION ( Q Checked items may require your action)
Tank inspection imScetet:
□ Pumpout not needed at this time.
□ Solids accumulation in tanks indicates they should be pump-
ad out this year to help prevent future problems.
□ Solids accumulation in tanks it at a critical level. Tanks
should be pumped out et soon as puttibfe.
Q System it discharging to surface. Tenkt must be pumped
within 48 hours to eliminate surface (fiacharge.
Inspection risers missing-tanks could not be inspected.
Intpgction risys (£;^j^e^^tw)jTiust ta instNled in tank
1 ^mpoiit. If tanksliava not bun rmt vyithin
die last three years, they should be pumped out now.
SITE CHARACTERISTICS:
□ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) if tanks
have rtot bean pumped out within the last three yaars, they
should be pumped out now.
Drainfield inspection indicetes:
□ Drainfield is dry. no surfacing evidant.
□ Some evidence of surfacing, not critical yet.
^ Drainfield is saturated stkI visibly discharging untreated
effluent to the surface. This condition may require replace- gy.. i
ment or additions to drainfield. Contact the City Inspector Or
immediately. Rapairs must be comptatad within 90 days.. «v«^e«vsp sfsUMI W9
□ Drainfield fxttntMd condition unknown.
Limiting Site Factors
□ Slope
□ Soil
□ High water table
□ Lot size
□ Lake, wetlwtd, or strearp
D Drainage
COMMENTS
Potential for System Failure
(depends on soil types, water
table, and system condition)
□ Low
O Medium
□ High
19 System is causing visible
surface discharge.
Site Capabilities for
Future Expansion
□ Adequate
□ Fair
□ Poor
G Inadequate
Note; In the event that this inspection report is used to satisfy the riLuirements 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