HomeMy WebLinkAbout1987-08-07 On Site Sewage Treatment Inspection ReportOn the Nortb Sbore of
Lake .Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER iJ"a.f 1 �� pGr
PERMIT NO.'S.
DATES
ADDRESS Ear V, eL,_; Lane— _
CONTRACTORS
City Ordinance No. 210 requim that each on -site sewage treatment system in Otono he inspected on a regular basis. The on -site sevwtle
treatment system at the shove address has been inspected and opposes to fall into the category checked below.
IThis is CS an existing system ❑ new construction)
® 1 Masts or exceeds current City ntsf►dards in all ►esi em foisting to design, construction, and lucation. Appears to to operating
properly.
2 Con not meat all current City standards for new construction 11978 Code) but in most respets appears to be designed,
lore :od, and constructed generally in accordance with previous coda. System appears to be furctioning properly; no major
uppoding of the system is required at this time.
03 Does not meat current City standards in many respects relating to design, construction, or locs'uon. Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major 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 motor supply, or is a source of pollution to surface or groundwsms, or is
creating a safety hazard, or is otherwise creating a public nuisance. Plains contact the City Inspet,tor 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.( 0 Chocked items may require your action)
Tank inspection irdicatM:
U Pumpout not needed at this time.
❑ Solids accumulation in tanks indicates they should be pump-
ed out this yew 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 43 hours to eliminate surface discharge.
❑ Inspection risers mining —tanks could not be inspected.
hospeetion risers 14" die, pipel must be installed in each tank
at next pwnpout. If tanks haw not been pumped out within
the tact three yws, they should be pumped out now.
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
®soil
❑ High water table
❑ Lot site
❑ Lake, watland, or stream
❑ Droinge
COMMENTS
❑ Inspection pipe is located directly over tank baffle. (Dots not
give accurste measurement of solids accumulation,) If taroks
hew not been pu-npod out within the last throe vows, they
should be pumped out now.
Dralnfield inel: rtion indkatss:
® Drainfield is dry, no surfacing air dent.
❑ Some evidence of surfacing, not critical yet.
❑ Dralnfield is saturated and visibly discharging untreated
effluent to the surface, This condition may require replace-
ment or additions to drainfield. Contact this City Inspector
immediately. Repairs must be completed within 90 days.
❑ Oramfield extent and condition unknown.
Potential for System Failure
Site Capabilities for
(depends on soil types, motor
ruturh Expiin.,
table, and system condition)
N Adequate
® Low
® Fair
Cl Medium
❑ Poor
❑ High
❑ Inadequate
❑ System is causing visible
surface discharge.
2) - 7 r _
Date of Inspection Sawic S t spectoh
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 guarwitee or certify that an existing system will continue to function proparly, but is merely on opinion of the adequacy
of the system under current conditions based on the available mformaiion.
This report must t)e kept on the premises with sys'em location and pumping re Ords
WHITE COPY Insprctoi's File GOLD COPY i Hon eowner