HomeMy WebLinkAbout1992-09-29 On Site Sewage Treatment Inspection ReportCITY OF ORONO
Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-0066
ON—SITE SEWAGE TREATMENT
INSPECTION REPORT
Owner: 1, i(yj/d /-///ul AddreaS:
Permit O's: `7;- Dates: q''t—qa Contractors: Ui�IKPn�n�f
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The or. -site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is D4 an existing system I ) new construction)
SYSTEM CONFORMITY (1-3):
"CODE SYSTEM'' -A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage irput
without discharging any pollutants into ground or surface waters.
"CONFORMING SYSTEM" -A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of th, entire cu'.•rent sewage input without discharging
any pollutants into ground or surface waters.
"NON -CONFORMING SYSTEM" -A prohibited system; a system located within a designated 100-ycar floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device andthe limiting soil characteristics.
"
(The limiting soil characteristic Osi has or I ) has riot been identified at this time. !f the iimiting scil
characteristic has riot been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): 571
T(7 inspection indicates:
raj! Pumpout not needed at this time.
Solids accumulation in tanks indicates they should be pumped out this year to help prevent future Problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as pos�.ible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing -tanks could not be inspected. Inspection risers (411 dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 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 CONDITION (11-14):
Dr field inspection indicates:
1 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not crit -at yet.
13 Drainfield is saturated and visit i :'scharging untreated effluent to the surface. Contact the City inspectcr
immediptely. Repairs must b „:er- eted within 90 days.
14 Drainfield extent and condition u .:C.r.
LIMITING SITE FACTORS (slope.setbacks.etc.):
POTENTIAL FOR $YSTEM FAILURE (depends on soils.water table etc.): Ji v
COMMENTS:
nispoction S tic System Ir-spector
Note: In the event that this inepection 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 adequacy of the system urdor carrent conditions based on the avcitabte
i n f orals t i on .
This report must be kept on the premises with the system best, w) aid pipping records.
WHITE COPY Inspectors File YELLOW COPY Momeowne,