HomeMy WebLinkAboutSeptic info SEPTIC SYSTEM INVENTORY
Site Address: 450 Big Island PID: 2311723320070
Owner Name: Gabriel Jabbour
Owner Address: 21 University Ave NE Minneapolis MN 55413
Building Type: residence Installer:
Date of Permit: 9/25/03 Hagberg Excavating
System Type: gravelless trench BRs Designed for: �3
In Musa?: No Shoreland?:
SEPTIC COMPLIANCE INSPECTION
Report Date: �
Compliant?: � Expires:
Non-Compliant?: Report in Street File?
SPEC�TES
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SEPTIC TANKS
Material: fiberglass Capacity: 1500 combo Tank Filter: yes
DRAINFIELD
Treatment Area: 846 Soil Boring: yes DF Ht above Wt: �
WELL DATA
Setbacks-Well-Tanks: 50+ Well-DF: 50+ Report in File?: � Depth: �
INSPECTION RECORD PUMPOUT RECORD
Date Description Date Gallons
6/11/82
10/16/85 note discharge pipe ends in 3-4'deep,2-3'diameter h
10/31/90 system not found
5/22/96 OH non-conforming,new tanks req. permit
5/08/01 non-compliant,replace by 12/31/2007
10/8/03 installation
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� . SEPTIC SYSTEM INVENTOR Y
Address: 450 Big Island PID: 23-1 17-23 32 0070
Building residence BRs Install'd for: 1 In Musa: No
Tvne:
Permit #: none Date of Permit: Installer: unknown
System Type outhouse Experimental: no Appliances
SYSTEM CONDITION
Conformity: 3 Tank Condition: DF condition: 14 Failure Pot:
SEPTIC TANKS
Material: Capacity:
Setback to Bldg: Cesspool:
DRAINFIELD
Length of Lines # Lines: Trench Width:
Treatment Area: Type of Filter Soil Boring: yes
Tile Size: Under Tile Perc Rate:
Setback DF-Bldg: DF Ht above Wt: 1.5
Soil Type: Limitations: water table
WELL DATA
Setbacks - Well-Tanks: Well-DF: Report in File
Pump Type: Depth: Diameter: Method:
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
6/11/82
10/16/85 note discharge pipe ends in 3-4' deep, 2-3'
10/31/90 system not found
5/22/96 OH non-conforming,new tanks req. permi 3
5/08/O1 non-compliant,replace by 12/31/2007 �3
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CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r$)� � INSPECTION REPORT
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Owner: .Y/ d�Address•
Permit #'s: / [1� Dates: '� Contractors: ����/r^�
City ordinance number 100 requires that each on-site seuage 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 below.
(7his 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, and which is operating satisfactorily by treating and disposing of the entire current sewage input
Without discharging any pollutants into ground or surface uaters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but uas 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 uaters.
3 "NON-CONFORMING SYSTEM"-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
� COC�2S BIK� Nh1Ch 1S failing f0� any reason; 8� �,v�.,�(ctPm uith Ie�e tF,nr, � fnor nf � �nr��ratcrl en;l on.vl
between the distribution device and the limiting soil characteristics.
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(The limiting soil characteristic has or [ 7 has not been identified at this time. if the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
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TANK CONDIT[ON (5-10): _ -� �, � � r' ar � CJ %,I'��
Tank inspection indicates: - �
5 Pumpout not needed at this time. �I1}� / /O`l'X�' G.�C�' �C�.d� � .131 �ntJ al��l l
6 Solids accumulation in tanks indicates t+fiey shoul be pt�mped out this year to help prevent future pr blems. �/ J
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e. r
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each ��
tank at next punpout. If tanks have not been pumped out within the last three years, they should be pumped ,
out now. n�r�
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. ��
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DRAINFIELD CONDITION (11-14): .ry�y��
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Drainfietd inspection indicates:
11 Drainfie[d is dry, no surfacing evident. � �„ C� �-�
12 Some evidence of surfacing, not critical yet. /�
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact—'t e City ns '�
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water tabte,etc.):
coriri rrTs: 9 ; � ` r' , ��, �' �
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Date of Inspection Se c ys em Inspector
Note: [n 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
properlyi 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 prE�nises with the system loc�tion and pumping records.
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