HomeMy WebLinkAbout1986-04-02 On Site Sewage Treatment Inspection ReportOn for Nortb Sbore it f
/ ake Minnetonka
ON -SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNERy f r Jl=f L�_ ADDRESS
rs£RMIT NO.-S. DATES CONTRACTORS - ? —
^.-ty Orc mane No, 210 rrquires that each on -site sawsge treatment system in Orono be inspected on a regular basis. The on -site sewage
trsi trnatt system at the above address has been inspected and appears to fall into the category checked below.
(This is- an eKistinq system ❑ new construction)
01 Meets M exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properl".
L� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
f �6es not meet current City standards in many respects relating to design, construction, ur location. Appears to be uperatmg
J:rfequately at this tune, but has a relatively high potential for future problems. No major upgrading of system is required at
th s time.
4 System may or may not meet current City s•andards for design, construction or location, but is fading to properly treat and
dispose of the current input and is endangering a vt at supply, or is a source of pollution to surface or groundwate. s, or is
creating a safety hazard, or is otherwise creating a public nuisance. elease contact the City Inspector to discuss system repair/
replacement procedures. II drainfield replacement is necessary, sod testing will usually Le •equired, and a design and site plan
must be submitted for review. Your contractor must obtain a permit before work ii starti I.
SYSTEM CONDITION 1 [0 Checked items may require your action)
Tank inspection indicates:
❑ Pumpout not needed at this time.
❑ Solids accumulatinn in tanks indicates they should be pump.
ad out this Year to help prevent future problems.
❑ Solids accumulation in tanks is at a critical level. Tanks
should be pumped cu,. as soon as possible.
❑ System is discharging to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
❑ Inspection risers missing —tanks could not be inspected.
Inspection risers (4" dia. pipe) must be Ir.talled in each tank
at next pumpout. If tanks have nut been iNimped out within
the last three veers, thev should be pumped out now.
SITE CHAHACTERISTICS
Limiting Site Factors
Slope
Soil 3
❑ High water table .
❑ lot we
Lake, wetland, or sueem
❑ Drainage
inspection pipe is located directly over tank baffle (Does not 7„
give accurate measurement of solids accumulatio• ' If tanks
have not been pumped out within the last three .ears, they
should be pumped out now.
Drainfield inspection indicates.
❑ Ureinfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
C Drainfield is saturated and visibly discharq treated
effluent to the surface. This condition may re eplace-
ment or additions to drainfield. Contact the City rnsw2or
immediately. Repairs must be completed within 90 days.
❑ Drainfield extent and condition unknown.
Potential for S�stam Failun
(depends on soil types, water
table, and system condition)
❑ Low
❑ Medium
3aHim
System is causing visible
surface diuharge.
Site Capabilities for
Future Expansion
❑ Adequate
Fair
C7 Poor
n Inadequate
COMMENTS
;--T -ra iN s PECr7QAJ.
.1L__ [�
Date of Inspection Septic System in
Note In the event that ;his inspection report is used to satisfy the rapuirements for a mortgW or other ttansfer of property he advised That
this report does not guarantee or certify that on exist-ng system wall continue to function property, but is merely an opinion ! tlii adequacy
of the system under current condition. bowl on the available information.
This report insist tw kept on the prensHN with system location and pumping records
WHITE COPY Insp,•cir-,t s i t� GO,D COPY i Hnmeowne,