HomeMy WebLinkAboutseptic info ' � �' .SEPTIC .SY.STEM INVENTORY
Address: 125 Smith Ave. PID: 02-117-23 21 0017
Building Type: residence #BRs/GPD: 3 #Systems 1 Units Billed 1
Permit#: 2104, 8515 Date of Permit: 5/7/69, 6/11/8 Installer: Day Plbg., E. J. Peterson
System Type standard trench Experimental: no Appliances lndry
SYSTEM CONDITION
Conformity: 3 Tank Condition: 9 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: concrete block Capacity: 750, 750, 800
Setback to Bldg: 25 Cesspool: unknown
DRAINFIELD
Length of Lines 330 #Lines: 4 Trench Width: 2-3
Treatment Area: 900 Type of Filter rock Soil Boring: yes
Tile Size: 4 Under Tile 12 Perc Rate: 31
Setback DF-Bldg: 40 DF Ht above Wt: 2.2
Soil Type: sandy clay loam Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 75 Well-DF: 75 Report in File:
Pump Type: Depth: Diameter: Method:
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
7/21/81 no surfacing 2 6/1/86 1500
6/20/86 added pump tank (800 ga1),DF (900 s� 2 1 U19/92 1500
10/23/86 elec. cable in 20'of lst trench,may have b 2
7/14/88 no surfacing 2
10/1/90 no surfacing-pump tanks 2
4/21/94 no surfacing 2
7/13/98 non-compliant-no repair required,pump ta 3
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'�y�"Hp�" 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323•0066
Owner: �vt� l,!{ � �C� Address: ia5 S�aith 1►ve.
Permit #'s: 2104, 15 Dates: 5/7/69, 6/11/86 Contractors: Day P1bQ., E. J. Petersoa Co.
(This is �j an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 3
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating proper7y.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
Q codes and is functioning properly.
Non-Compliant System: 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 any system with less than three feet of vertical separation between the bottom
of the drainfield and the saturated soil level.
(The saturat�d soil level ia [� or is not [ ] identified uader this saptic systam. Ig the
saturated soil level is aot idaatifiwd, this classificatioa is subject to revisioa.)
TANK CONDITION (5-9) : 9
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
Q Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, ,t�he �should be pumped out now.
10 One or more tanks are cesspools, which means the sept� sy�i 'is-non-co�iant.
(The taaks are [ ] or are not ( ] water tiQht or th� coaditioa is �, unkaawa. If the taaks
are aot conffrmed to be watertiQht, this clasailicatioa is subject to revisioa.)
INFIELD CONDITION (11-14) : 11
11 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low
COI�Il�NTS: In order to confirm that your septic system meets Minnesota standards, soil borings
were performed to verify a 3 foot separation between the drainfield and the seasonal water
table. The separation is 2.2 feet and the system is non-compliant. City Codes do not require
repair or replacement of the septic system at this time.
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Date of Inspection • Sept System Inspector
Note: In the event that this inspection report is used to satisfy the requi;ements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Tekphone (612) 473-7337 • FAX 473-0510
CITY OF ORONO �O�
M�micipal Offices O O
Post Office eox 66
Crystal Bay, MN 55323-0066 � � ON—SITI� 88WAGE 'I'REA'1'l�NT
� h INSPECTION REPORT
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Owner• ��Address• ���)7/\ �.
Permit #�'s: * atea: ��Y�9 Contractors: � Y/LX�•
City ordinence nu�er 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 and appears to fall into the category
checked betow.
(This is ,�!-an existing system [ ] new construction>
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, end which is operating satisfactorily by treating and disposing of the entire current sewage input
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 the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "N�I-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year ftoodplain; 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 and the limiting soil characteristics.
(The limiting soil characteristic �C1 has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi'fied, this classification may be subject to revision.)
TANK CONDITION CS-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 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 punped out as soon as possible.
8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed �n each
tank at next puipout. If tanks have not been pun�ed out uithin the last three years, they should be p�mped
out now.
� Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accunulation).
� If tanks have �wt been punped out wit in the last three vears. they should be punped out now.
DRAINFIELD CONDITION (11-14):
Drp�i,�field inspection indicetes:
11Y Drainfield is dry, no surfacinp evident.
`12 Same evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
IIMITING SITE FACTORS Csloae,setbecks,etc.):
POTENTIAL FOR SYSTEM FAILURE (deoends on soils.water table.etc.): �
COMMENTS:
Date o Inspection S p c y tem Inspector
Note: ln the event thet 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
properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available
informat�on.
This report must be kept on the premises with the system lxetion and punping records.
WHITE COPY/Inspectors Flle YELLOW COPY/Homeowner