HomeMy WebLinkAbout1990-10-31 On Site Sewage Treatment Inspection ReportOtt 11w .\'ortb Sbare of
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ON-SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473.7357
OWNER 1-�� il�l�'r�/�Y)D�^ ADDRESS '�
PERMIT NO.'S. —
DATES —
CONTRACTORS
City Ordinance No. 210 requires that each on-site sawag t treatment system in Orono be inspected on a regular burs. Tharon4Jle M1MfN
treatment system of the above address has been inspected and appears to IMI into the atellory checked below
(Thrs rs 10 an *misting system ❑ new construction) tic
1 Mosts or eataeds current City standards in all respects relating to design, construction, and location. Appears to be operating
propwly.
2 Dos not meet all current City standards for new construction 11978 Codel but in most respects appears to be designed.
loafed. and constructed generally in accor I , with previous codes. System appears to be functioning property. no malao,
upgrading of the system is requited at Mn time.
❑ 3 Does not meet current City standards in many respecls relating to design, construction, or location, Appears to be operating
adequately at this tirne. telt has a relatively hrph potential lot future problems. No major upgrading of system H retsuirsrd at
rests this time
4 System may or may not meet current City standards lot design, construction or location, but ars failing to proper'y treat and
IL.J dispose of the current input, and ars endangering a rater supply, of ars a source of pollution to surface or groundwaters, or ars
seating a safety hazard, or ars otherwise creating a public nuisance. Please contact the City Inspector to discuss system reslao/
replacement procedures. 11 chatntteld replacement ars necessary, soil testing will usually be required, and a design and site plan
must be submitted lost review, your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( (Z Checked items may requite your action)
Tank inspection rrtdates
❑ ►umpout not nearded at this time.
❑ Solids accumulation in tanks indicates they should be pump•
ad out this yaw to help prevent future problems.
❑ Solids accumulation in tanks is at a critical [owl. Tanks
ahould be pumped out as soon as possible,
❑ System is drschwg ng to surface. Tanks must be pumped
within 48 hours to eliminate surface discharge.
❑ Inspection rise mrsaing—tanks could riot be inspected.
Inspection risers f4" die. pipe) must be installed in each tank
of nnmt pumpout. If tanks haw not been lumped out within
the lost three years, they should be dumped out now,
SITE CHARACTERISTICS
Limiting Site Factors
❑ Slope
❑ So.l
Ja High water table
❑ Lot sire
l Lake. wetland, or stream
U Drainage
(] Inspection pipers located directly over tank battle. IDon not
give accurate marasurement of solids accumulation.) 11 tanks
have not been pumped out within the last three years, they
should to pumped out now
Drainfield inspwison indutn
❑ Drainfield n dry, no surfacing evident.
❑ Some evidence of surlocing, not coot local yet.
❑ Drainfield is saturated and visibly discharging untreated
effluent to the surface. This condition may require replace•
ment or additions to drMnfield. Contact the City Inspector
imntardatoly. Repairs must be completed within 90 days.
❑ Otainlield extent and condition unknown.
Potential for System Failure
Site Capabdrties for
(depends on soil types, wase
Future E mponcion
table. and evsterst ctim tion)
F) Adequate
❑ low
Qi Fort
Q Modrum
Ll Pour
High
U Inadequate
❑ System is causing visible
surface chaeharee.
NOIar. In dear ~I OW Iiia illof; Iron report is used to satisfy the trrluirrments for a and lgage or other transfer of propetty. be advised that
this OW11 don not WA Mtn or certify "t an emitting system will continue to function properly, but is merely an ,rponion of the atleiluacy
of the llysfem under current conditbnt basad on the available information
This report must be sept on thr premises with tysletn hrcatitin and pumping recorrh
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