HomeMy WebLinkAbout1992-09-17 On Site Sewage Treatment Inspection ReportCITY OF ORONO
Municipal Offices
Post Office Box 66
Crystal Bay, NN 55323-0066
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ON—SITZ SEWAGE TREATMENT
INSPECTION REPORT
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Owner: eel h %L14)"t?� Address:AM K t 71T
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Permit /'s: n7)re Dates: Contractors: '—
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected " appears to fall into the category
checked below.
(This is D4,an existing system ( ) new construction)
"CODE SYSTENII-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treatfng and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
"CONFORiING SYSTEM" -A system which does not sleet 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 ;nstollation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
aarrtiyy pollutants into ground or surface waters.
IINON-CONFORMING SYStEf(11-A prohibited system; a system located within a designated 100 -year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failsrp for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution for
and the limiting soli characteristics.
(The limitinq soil characteristic I ) has or r)4.has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification any be subject to revision.)
TANK CONDITION (5.10):
T Inspection indicates:
(sJ Pt" t not needed at this time.
3
$alida accumulation in tanks indicates they should be p�spx� out this year to help prevent future problaae.
7 Solids accumulation in tanks is a: a critical level. Tanks should be puved out as soon as possible.
8 System is disccerharging to the surface. Tanks ant be pulped cut within 48 hours to eliminate surface discharge
9 Inspection ris misus
sing -tanks could not be inspected, inspection risers (411 dia. pipe) oust be installed in -each
tank at next puapout. 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 pined out within the last three years, they should be pumped out now.
Dr�(fifield f tion indicates:
1 Drainfiis dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City
Immediately. Repairs must be completed within 90 days, Inspector
14 Drainfield extent and condition unknown.
UNITING
SITE
FACTORS (slope
setbacks etc ):
POTENTIAL
FOR
SYSTEM FAILURE
(depends on soils ester table etc ):�
COMMENTS:
Date of Inspection
nspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
properly be advised
thately this ine orto�henoguarantee or certify that an existing system will continue to function
nformstion. op gusty of the syste" under current conditions based on the available
This report must be kept on the premises with the system locstn m and pupping records.
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