HomeMy WebLinkAbout1989-11-30 On Site Sewage Treatment Inspection ReportOn the Sorth Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT
(It'.
OBON(.i
POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER I ADDRESS
PERMIT NO.’S.DATES CONTRACTORS
Cfv Ordinance No 210 .e.iu.res that each on.«ite tevaage treatment *v»tem in Orono jntPect^ on a regular b#lil. The onsite faenaga
trealmerlt tvMern at the above addre.. ha. been in,pected and apt>ear. to laM into the category checked below.
□ l
ET2
□ 3
□ 4
(This IS □ an existinq sv»te"i □ new construction)
Meets or exceeds cu.rent City standards in all respects relating to design, constioction. and location. Appears to be operating
properly.
Does not meet all cuiren, City standards fo, new construction (1978 Code) but in most r^ts appears to be
^ted. and ronsliucted generally m accordance with piev.oos codes. System appears to be lunctioning properly, no ma|Or
Upgrading of the system is required at this time.
noes not meet current City standaids n many respects relating to design, construction, or location. A^ars tobeopwWuig
Adequately at this time, but has a relatively high ,H.f nt.al loi luiure problems No ma|or upgrading ol system is required at
this Time
System may oi may mu meet current City standards loi rlesign. const.uction or localion, but
dispose ol the curreni input, and ,s endangeiing a water su|n>ly. or is a source ol pollution to surlace
creating a salety ha/ard. oi is otherwise ciealmg a public nuisance Please contact the Cdy Inspector to diKusssyMW re^^^
replacement procedures II drainlield replacement is necessa.y, soil testing will usually be required, and a design and MW plan
must be submitted for rev.ewv Your contrsetof must obtain a permit before work is started.
SYSTEM CONDITION ( (Z Checked items may require your action)
Tank pispection indicatesik_______
QiC Pumpout not needed et this time.
□ Solids accumulation in tanks indicates they should be pump,
ed out this year to help prevent future problems.
□ Solids accumulation m tanks is at a critical level. Tanks
should be pur-nped out as soon as possible.
□ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
G Inspection risers missing- tanks could not be inspected.
Inspection risers (4 * dia. pipe) must be installed in each tank
at next pun Tut. If tanks have not been pumped out within
the last threr. .s, they should be pumped out now
G Inspection pipe is located directly over tank baffle. (Does not
give accurate measurement of solids accumulation.) If tanks
have not been pumped out within the last three years, they
should be pumped out now.
DrainJ>eld inspection indicates
B b Drainlield is dry. no surfacing evident.
Q Some evidence of surfacing, not critical yet.
n Drainlield is saturated and visibly discharging untreated
effluent to the surface. This condition may require replace
ment or additions to drainlield. Contact tha City Inspactoi
immediately. Repairs must be completed within 90 days.
G Drainlield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors
□ Slope
Q Soil
O^igh water table
fi^ot sire
Sb Lake, wetland, or stream
Q Drainage
Site CapahrMies for
Future Expansion
□ Adequate
ffffair
□ Poor
□ Inadequate
c iMENTs
Potential for System Failure
(depends on soil types, water
table, and systerrt c onditinn)
G^ow
SfMedium
□ High
□ Sysu.n IS causing visible
surface discharge ^ p
Atp' CL • _j(2kL€—7 - ''
'J r tT . ^ __
iikoJBi.
1 ifcf Xc
I f ^ U
• ri
oJ the tyslefn oiuJei cuiu ut < iimliiions based on the avaitatke mfoimation
This lepoii must bi kiut on die pii-mises with syslidn lociticin and pumping tecoids
WMt TF L (tpy tn««.cto. s T It* GOl O COPY , Homeowne,