HomeMy WebLinkAbout1987-07-08 On Site Sewage Treatment Inspection Report- 710 Dickey Lake Drive
UN -SITE SE`."'AGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
1
UW ADDRESS Q% rr n e=--K,01q,2 _ � re—.
PERM11 NO.'S.
DATES
CONTRACTORS —
City Ordinance No. 210 requires that each on -site saws" treatment system in Orono be inspected on a regular owis. The on -site sewage
trestment system at the above address has been inspected and appears to fell into the category checked below.
[This is V an existing system ❑ new construction)
1 :fleets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properly.
[9 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
tICCs1 located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading o1 the system is required at this time.
3 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 problems No major upgrading of system is required at
this time.
❑ 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supplyor is a source of pollution to surface or groundwater, or is
creating a safety hazard, or is otherwise creating a public nuisance. Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary, 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.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates. d Q /, ,
should be pumped out as soDrainfield on as possible. U Draineld is dry, no surfacing evident ��
in Qtt S 4'*'� zQ
El System is discharging to surface. Tanks must be pumped El Some evidence of surfacing, not criti yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
Inspection risers missing —tanks could not be inspected. effluent to the surface. This condition may require replace -
Inspection risers 14" dia. pipe) must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately. Repairs must be completed within 90 days.
the lest three years, they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS
Limiting Site Factors Potential for System Failure
❑ Slope Idepends on soil types, water
❑ Soil table, and syytam cand—cinl
❑ High
water table ❑ Low
❑ Lot size 21, Medium
❑ Lake, wetland, or scream 10 High
❑ Drainage ❑ System is causing visible
�` surface discharge.
COMMENTS �lt ��\ zLf`n
Date of Inspection
Septic Sir
Site Capabilities for
Futyre Expansion
{d Adequate
Fair
❑ Poor
❑ Inadequate
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 adepuacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records
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