HomeMy WebLinkAbout1986-07-28 On Site Sewage Treatment Inspection Report1
ON SITE SEWAGE TREATMENT
INSPECTION REPORT
On the North Shore of
Lake Minnetonka
POST OFFICE BOX 66
1336 S. Brown Rd.
Cryttal Bay, MN 56323
473*7357
OWNER OAN JANSfhJ
PERMIT NO.'S.5in DATES
__ ADDRESS
7^'CONTRACTORS
City OrdinanoB No. 210 rvnuirat that each on-tita sewage treatment system in Orono be inspected on a regula. basis. The on-sita sewage
treatment system at the above gddrets has been inspected end appears to fail into the category checked below.
(This is 0T^n existing system □ new construction)
n 1 ^ exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating
properi,.
""I** I 2 meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generaliy in accordance with previous codes. System appears to be functioning properly; no maior
upgrading of the system is required at this time.
n 3 current City standards in many respects relating to design, construction, or location. Appears to be operating
adKiuately at this time, but has a relatively high potential for future problems. No maior upgrading of system is required at
this time.
n 4 ®T****® "O* "*••• 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 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/
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 ((2 Checked items may require your action)
Tank inspection indicates.
□ Pumpout not needed at this time.
□ Solids accumulation in tanks indiceies they should be pump
ed cMft this year to halp prevent future problems.
•—B Solidt accumulation in tanks is at a critical level. Tanks
dKMild be pumped out as soon as possible.
□ System is discharging to surface. Tanks must be pumped
within 4t hours to eliminete surface dhcharge.
□ Inspection risers missing-tanks could not be inspected.
Inspection risers (4** die. pipe) must be ins:alled in each tank
at next pumpout. If tanks have not beer* vumped out within
the last three years, they should be pumped out now.
D 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.
Drainfield inspection indicates:
Drainfield is dry. no surfacing evidant.
□ Some evidance of surfacing, not critical yet.
□ Drainfield is saturated and visibly discharging untreated
effluent to the surface. This condition may require repiace*
ment or additions to drainfield. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
□ Drainfield extent and condition unknown.
SITE CHARACTERISTICS-
Limiting Site Factors
□ Slope
□ Soil
□ High water table
Lot siie
□ Lake, wetland, or stream
□ Drainage
Potential for System Failure
(depends on soil types, water
table, arnf system condition)
□ Low
—"Q Medium
□ High
□ System is causing visible
surface discharge.
Site Capabilities for
Future Expansion
□ Adequate
□ Fair
□ Inadequate
COMMENTS:
</«,v t >/ z ,y Sir
Date of Inspection ^^tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements fdir 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 adequacy
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.
WHITE COPY / Inspector's File GOLD COPY / Homeowner