HomeMy WebLinkAbout1986-07-29 On Site Sewage Treatment Inspection ReportON-SITE SEWAGE TREATMENT
INSPECTION REPORT
On the S'orth Shore of
Lake Minnetonka
POST OFFICE BOX S6
1335 S. Brown Rd.
CryttN Bay. MN 66323
473 7367
OWNER 1Jc t-i /VJ I Ha ssopusr
PERMIT NO.'S.OATES
___ ADDRESS
CONTRACTORS
City OrdifitnoB No. 210 roquirti that each on-site sewage treatment system In Orono be inspected on a regular basis. The on-site sewage
treoimefit system at the aboeejddress has been inspected and apfiears to fail into the category checked below.
(This is fj an existing system □ new construction)
Meets or exceeds current City standards in all respects relating to design, construction, and location. Apr he operating
proparly.
Does not meet all current City standards for new construction (1976 Code) but in most respects appears tu be designed*
located, and constructed generally in accordance with previous codes. System apfiears to be functioning properly; no major
upgrading of the system Is required at this time.
Does not meet current City standards in many respects relating to design, construction, or location. Appears to be operating
adMiueiely at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
mis time.
—Ql
□ 2
□ 3
4 ^ current City standee Js for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply, or is 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 repair/
refdacement procedures. If drainfield replacement is riecessary. 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
SViTiM CONDITION ( GB Checked items may require your action)
t«ili ifispaction indtoaias:
—-O Pumpout not naadad at this time.
□ SolidB accumulation in tanks indicatfi they should be pump-
ad out this yaar to halp prevent future probtoms.
n ialidi accumulation in tanks is at a critical level. Tanks
should be pumped out m soon as possible.
□ System is discharging to Tanks must be pumped
within 46 hours to aliminaia surface dischargi.
□ Inspection risers missing-tanks could not be inspected.
Inspection risars (4** die. pipe) must be instailad in each tank
at next pumpout. If tanks have not been pumped out within
the last three years, they should be pumped out now.
□ Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
hove not been pumped out within the last three years, they
should be pumped out now.
Drainfield inspection indicaies
.—O Drainfield is dry. no surfacing avidant.
□ Some avidance of surfacing, not critical yet.
□ Drainfield is saturatad ar>d visibly discharging untraaied
effluent to the surface. This condition may require rapiace*
ment or additions to drainfield. Contact the City Inspector
immadiatafy. Repairs must be complaied within 90 days.
□ Drainfield extent and condition unknown.
SlTi^CHARACTgRISTiCS:
Limiting Site ^actors
□ Slope
□ Sod
□ Hi0i water table
□ Lot site
□ Lake, wetland, or stream
-—43 Drainage
Potential for System P allure
(dspends on soil types, water
table, and system condition)
—G Low
□ Medium
□ High
□ System is causing visible
sunace discharge.
Site Capabilities for
Future f xpansion
L . * ^OuaN
COMMENTS
f...iHik
Date of Inspection Pk System Insfiector
Note. In the event that this inspection report is i/sed to satisfy the requKensetits for a mortgage or other transfer of property, be luhrised that
this report does not guarentee or certify that an existing system will continue to furrction properly, but is merely an opinion of tha aduquacy
of the syiiam undw current conditfoiH based on the available informifton.
This report must be kept on the premises with system location and pumpir^g tacordi.
WMITE COPY / Inspector's File GOLOCOFY / Homeowner
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