HomeMy WebLinkAbout1990-07-19 On Site Sewage Treatment Inspection Reporti
[
i
$
"I
#
ON-SiTE SEWAGE TREATMENT
INSPECTION REPORT
Oif the North Shore of
Lake Minnetonka
POST OFFICE BOX 66
1335 S. Brown Rd.
Cryttal Bay. MN 56323
473-7367
OWNER ADDRESS
PERMIT NO/S.DATES CONTRACTOR J lkit/V7y\ G>,
City Ordinanot No. 210 raquirm that aach on-dta lawtaga traavnant tyttem in Orono be impacted on a ragular basis. Tba on-site lassags
treatment system at the above address has bean inspected and appears to fall into the category checked below.
(This is O an existing system □ new construction)
Moots or oMoaeds current City standards in ail respactt relating to dasijn. construction, and location. Appaars to be operating
□ 2
□ 4
SYSTEM CONDITION. { Q Chacked items may require your action)
Tank inspection indicetae:
□ Pumpout not needed at this time.
□ Solidi accumulation in tanks indicates they should be pump
ed out this year to help present future probfarm.
□ Solidi accumulation in tanks is at a critical Issal. Tanks
dMMiid ba pumped out as soon as possibla.
□ Sysiam is discharging to surfaca. Tanks must ba pumped
whhin 4t hours to oliminais surface discharge.
□ Inspection risers missing-tanks could not ba inspected.
Inspection risers (4" dia. pipe) must ba imtailed in aach tank
at nant pumpout. If tanks hase not baen pumped out within
the last three years, they should ba pumped out now.
Impaction pipe islocaiad directly osar tank baffle. lOoasnot
give accurate measurement of soiide accumulation.) If tanks
have not bean pumped out within the last three years, they
should be pumped out now.
Orainfisid impaction indicatas:
0 Orainfiald it dry, no surfacing evident.
□ Some evidence of surfacing, not critical yet.
□ OrainfieM is taturaied and visibly discharging untreatad
affluent to the surface. This condition may require replace
ment or additiom to drakifiald. Contact the City Inspector
immadiataly. Repairs must ba complatad within 90 days.
□ Orainfisid extent and coruMtion unkiHNwi.
SITE CHARACTERISTICS:
Limiting Site Factors
□ Slope
□ Soil
n High vrater table
□ Lot site
□ Lake, wetland, or ttreem
□ Drainage
Potential for System Failure
(depends on soil types, wster
table, and system condition)
Low
□ Medium
□ High
□ System is causing visible
Site Capabilities for
Future Expansion
S Adequate
□ Fair
□ Poor
□ Inadequate
COMMENTS /Yc^rc/s frcfiCare y/\A/' ^,fT\
2
Septic System InspectorDate of Inspection
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 under current conditiom bated on the availebie information.
This report mutt be kept on the premises with tytlem location and pumping records.
WHITE COPY / Inspector's File GOLD COPY / Homeowner
Does not meat all current City standards for new comtruction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with pieviout codes. System appaars to ba functioning properly; no maior
upgrading of the system it required at this time.
rn 2 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 relatively high potential for future proMemt. No major upgrading of system it required at
this time.
System may or may not maet current City standards for design, construction or location, but it failing to properly treat and
dispose of the currant input, ar»d it endangering a water supply, or is a source of pollution to surface or groundwaters, or it
creating a safety haurd, or it otherwise creating a public nuisance. Plaasa contact the City Inspector to discuss system repeir/
replacament procedures. If drainf ield replacament is necessary, soil tasting will usually ba required, and a design and site plan
must be submitted for review. Your contractor mutt obtain a permit before work it started.
i
0
I
J