HomeMy WebLinkAbout1990-07-13 On Site Sewage Treatment Inspection ReportOn the North Shore of
Lake Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
OWNER—lrr"-" lft� /�1Ji�J111 ADDRESS1 f,�H�I�
PERMIT NO.'S. �— DATES l�---- --- CONTRACTOES a&s l
City Ordinance No. 210 requires that each on -site sewer tr stment system in Orono be inspected on a regular basis. The on-sitese
tres-me-it system at the above address has been inspecteA and appears 10 fall into the category checked below.
(This is VY an existing r stem ❑ new comtructioni
541 M+rts w excee4s current Cry standards in all respects relating to design, con_ ruction, and location. Appears to be operating
property
Q 2 Cries not meet all current City standards for new construction 11978 Code.i b.,t in most tespects appears to be designed.
located, and constructed generally in accordance with previous Codas. System appears to be functioning properly, no major
upgrariing of the system is required at this time,
j 3 Does not meet L.rrent City tanderds in many respects relating to design, t instruction, -, location. Appeats to be operating
1 •decuis:ly at this time, but itas a ralatrw:iy high uotenaal for future problems No major a gredrng of system is requned at
This time.
El4 'iyitem may or may rct meet current City standards for rles.gr., construction ui location, but is failing to properly treat ace
LL_ J1 JlWase of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters, of is
creaG.rg a salary hataid, or is othervots- creating a public nuisance. Please contact the City Inspector to discuss system epaii/
tefsfsceme,tt proie0^res. If d(ainfteld replacement is necessary, sod testing will usually be required, and a design and site plait
,n-.,st be i, xnrtteef lot review. Your contractor nust obtain a permit before work is sta: led
SYSTEM CONDI f ION I CA Ct-,cked items may require yo•.r action)
Tank inspection indicates
Pumpout not needed at this time.
W.41 accumulation in tanks indicates they stwuld be pump-
,-,-
at this y4ar to help preven, future problems.
❑ 6, .r• accumulation in tanks is a. a critical level. Tanks
shot . je pxnnpeci out as Won as possible.
❑ Sy . 't is d.Acharging to surface. Tanks must we pumped
within 48 hours to eliminate surface discharge.
❑ Inspection ,sera missing -tanks could not [,e inspected.
Inspection risers (A" dos. pipe) must be installed in e4ch tank
at next pumpout If tanks have nct beer. pumped out within
the last three yea.t, they should be pumped out now.
SITE CHARACTERISTICS
-niting Site Factors
❑ slope
❑ Soil
❑ High water table
❑ Lot si+e
❑ Lake, wetland, or strer-n
❑ Drainage
Doti of Inspection
❑ Inspection pipe jested direct,y over tank battle. (Does not
give accurate intasoirement of solids accumulation.) If tanks
have not been pumped out within the lost three yews, they
should be pumped out now.
Drainfield inspection indicates
19 Disinfield is city, no surfacing evident.
❑ Some evidence o: surfacing, not critical yet.
❑ Drainheld is saturated and visibly dischaying unt-ested
effluent to the surface. This cond ion may require replace.
ment or additions to dramfield. Cor tact the Coty Inspector
immediately Repairs must be completed within 90 mays
L] Drainfield extent and cundition unknown.
Potential for System Failure
(depends on soil types, water
table, any; system conchtionl
Low
Medium
LJ High
❑ System is cis sing visible
surface discharge.
System Inspector
Site Capabilrliv for
Future Expansion
❑ Adequs.e
Fair
Poor
❑ Inadeq..te
dote In the eveni that this inspection relsott rs used to satisfy the iequiroornsnts foe is mortgage or other transfer of property, be adtttsed that
this repurt does nor guarantee of 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 piemises with syst-tn location and pumping recotrfs
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