HomeMy WebLinkAboutseptic info L �' ,SEPTIC .SY.STEM INVENTORY
Address: 1950 Fox Ridge Rd. PID: 03-117-23 13 0010
Building Type: residence #BRs/GPD: 4 #Systems 1 Units Billed 1
Permit#: 5437, 824 Date of Permit: 12/5/78, 6/23/ Installer: Schoening
System Type standard trench Experimental: no Appliances
SYSTEM CONDITION
Conformity: 3 Tank Condition: 6 DF condition: 11 Failure Pot: medium
SEPTIC TANKS
Material: concrete block Capacity: 1000, 750, 350
Setback to Bldg: 6 Cesspool: unknown
DRAINFIELD
Length of Lines 165 #Lines: 3 Trench Width: 4.5
Treatment Area: 740 Type of Filter rock Soil Boring: yes
Tile Size: 4 Under Tile 12 Perc Rate: 30
Setback DF-Bldg: 30 DF Ht above Wt: 0
Soil Type: clay fill, topsoil Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File: yes
Pump Type: subm. Depth: 202 Diameter: 4 Method: drilled
INSPECTIONRECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
7/19/78 surfacing observed n 7/27/78 1000
12/8/78 add tank, pump, 750 SF of DF c 10/18/78 1000
6/16/82 no surfacing 1 11/22/78 1000
6/23/87 no surfacing 1 9/23/82 1000
8/16/90 no surfacing-need risers, pump tanks 1 4/3/85 1000
7/23/92 no surfacing 1 5/23/85 1000
4/18/94 no surfacing 1 2/5/86 1500
11/4/98 non-compliant-repair by 12/31/2008 3 12/20/90 1500
7/10/91 1500
10/20/93 1500
6/25/98 2000
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j,�... ,� CITY o� ORONO
�v�',,, ti Municipal Offices
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� .�� ��`.¢.� , ; Street Address: Mailing Address:
kEggO ,/ 2150 Kelley Parkway P.O. Box 66
__% Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: ���%�i/� � ��.��� Address: 1950 Fox Ridga Rd.
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Permit # 's: 5437, 824 Dates: 12/5/78, 6/23/65 Contractors: Schoening
(This is [x] 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 properly.
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
codes and is functioning properly.
3j� 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 saturated soil level is L � or is not [ ] idantified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision. )
TANK CONDITION (5-9) : 6
�ti Pumpout not needed at this time.
�6�j 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.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [ ] or are not [ ] water tight or the condition is (`}�] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to�revision.)
�AINFIELD CONDITION (11-14) : 11
�1�' Drainfield is dry, no surfacing evident.
12 Scme 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. ) : medium
COMrIENTS: 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 0 feet and the system is non-compliant. Repair or replacement of the
septic system is required by 12/31/2008.
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Date of Inspection " �'Se tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements 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.
Telephone (612) 473-7357 • FAX 4'73-0510
CITY OF ORONO � O�
Municipal Offices O � O
Post Office eox 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
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�L9kESH0��G
owner: i(it",/L�1CA e,f,�� Address: �� �X Ki�r�P /�Cd.
Permit #'s: Dates: �5--��-7�`r�/1��=�i Contractors: .(�.7aI'1 ]r�'Y�p/Z1�
City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site seuage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is b(L an existing system [ ] neu 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 input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was instatled according to the code in effect at the time of installation, and which
is operating satistactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
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
Codes and uhich 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 [ ] has or [� has not been identified at this time. If the limiting soil
characteristic has not been identified, this cCassification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
5 Purtipout 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 pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been p�xnped out within the last three years, they should be punped
out now.
� Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation).
If tanks have not been purnped out within the last three years, they should be pumped out nou.
DRAINFIELD CONDITION (11-14):
D nfield inspection indicates:
Drainfield is dry, no surfacing evident.
2 Some 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 unknoun.
LIMITING SITE FAC70RS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /-J���
�ri�r�l
COMMENTS:
u
Date of Inspection eptic System Inspector
Note: in 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
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
informatton.
This report must be kept on the pre�nises with the system loc�tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office eox 66
Crystal Bay, MN 55323-0066 a � ON-SITE SEWAGE TREATMENT
r�, � INSPECTION REPORT
'C�� G~
9kESH�g'�
Owner: �✓JZ.] r/��I,r,� Addres s: /�� �/,�i(/�Q�C�.Q_, Ki,X �
Permit #'s: Dates: a�o�3-2�'���-5-�� Contractors: �/Y�h��l.�
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 and appears to fall into the category
checked below.
(This is [�L an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
1- "CODE SYS7EM"-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 waters.
2 "CONFORMING SYSTEM'�-A system uhich 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 Wat�rs.
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
Codes and which is failing for any reason; and any system With less than 3 feet of unsaturated soil or sand
betueen the distribution device and the limiting soil characteristics.
(The limiting soil characteristic [ ] has or � has not been identified at this time. If the limiting soil
characteristic has not been identified, this c assification may be subject to revision.)
TANK CONDITION (5-10): �
��
T� inspection indicates:
5 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 possible.
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 (4" 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 punped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
!f tanks have not been puiriped out uithin the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr,ay nfield inspection indicates:
U X Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irtmediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM PAILURE (depends on soils,water table,etc.): ��f��,h,.�
COMMENTS:
Date of Inspection eptic System Inspector
Note: In 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
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 uith the system loc�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner