HomeMy WebLinkAboutseptic info •� SEPTIC SYSTEM INVENTOR Y
Address: 1895 Fox Ridge Rd. PID: 03-117-23 13 0007
Building Typ residence #BRs/GPD: 5 #Systems 1 Units Billed 1
Permit#: 1486, 2417,Date of Permit: 11/28/88, 5/1 Installer: Sullivan, Widmer Bros.,
System Type standard trench Experimental: no Appliances lndry,dshw,dspl
SYSTEM CONDITION
Conformity: 3 Tank Condition: 9 DF condition: 11 Failure Pot: medium
SEPTIC TANKS
Material: concrete Capacity: 1000, 1000
Setback to Bldg: 15 Cesspool: unknown
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: 0
Soil Type: Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: Report in File yes
Pump Type: subm. Depth: 260 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
5/24/78 dye tested-no failure s sum 81
6/16/82 no surfacing 2 3/10/88 1500
6/23/87 no surfacing 2 12/1/88 2000
12/1/88 new 2nd tank installed 2 4/22/92 1500
8/16/90 no surfacing 2 5/18/94 1500
7/23/92 DF saturated(east end) 2 3/15/99 500
4/18/94 no surfacing 2
11/3/98 non-compliant-repair by 12/31/2008 3
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� , ;;��,. ,� C ITY of ORONO
!�r Municipal Offices
�� \ G~ Street Address: Mailin Address:
� �`9�'EggOg�% 2150 Kelley Parkway P.0 gBox 66
=__ ' � Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: ' �L' � �� -� � `,/� Address: 1895 Fox Ridge Rd.
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Permit #'s: 1486, 2417, 917 � Dates: 11/28/88, 5/11/70, 9/16/65 Contractors: Sullivan,
Widmer Bros. , Schoening
(This is [\�] an existing system [ ] new construction) .
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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.
j3�, 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 [ �] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
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.
�� 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.)
�IIAAINFIELD CONDITION (11-14) : 11
`l�� Drainfield is dry, no surfacing evident.
z2 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. ) : medium
COMMENTS: 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 sept��c
system is required by 12/31/2008.
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Date of Inspection S ic 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 473-0510
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal eay, MN 5 5323-0066 � � ON-SITE SEWAGE TREATMENT
r$`,� �, INSPECTION REPORT
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Owner: �/ ( I��,�c'��°� Address: � + ��7J� /'O�E�'�p_ F�.
Permit #'s: ' Dates:�-/���-�+�- o ontractors:��hr� .Sr/rP�,r��/„��/ �y'dS/���/'(�l�
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
7he on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked belou.
(This is � an existing system [ ] neu construction)
SYSTEM CONFORMITY (1-3): �
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Q Codes, and which is operating satisfactorily by treating and disposing of the entire current seuage input
without discharging any pollutants into ground or surface waters.
"CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the
current City Codes, but aas 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 uithin 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 uith less than 3 feet of unsaturated soil or sand
between the distribution cievice and the limiting sotl characteristics.
(The limiting soil characteristic [ ] has or � has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10):
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 accunulation 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.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next purnpout. If tanks have not been pumped out uithin the last three years, they should be purtped
out now.
1 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been pumpeci out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
D field 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 uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (slope,setbacks,etc.):
POTENTIAL fOR SYSTEM FAILURE Cdepends on soils,water tabte,etc.): ,�,
COMMENTS:
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Date of Inspection S tic System Znspector
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
tnformation.
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 Box 66
Crystal Bay, MN 55323-0066 � � ON-SITE SEWAGE TREATMENT
r�, � INSPECTION REPORT
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Owner• s�����7 ���(�✓L- Address: ��>/—� J`'�' ►`�le-1C� ��.
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Permit #'s: � , ' ��Dates:�-/,�-�`�/�7�-/C�/ Contractors ��% ;aj�� '(!)�;./�;/�f��n�
City ordinance nurtiber 100 requires that each on-site seuage treatment system in Orono be inspected on a regular basis.
The on-stte seWage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is [� an existing system [ 7 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.
"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 potlutants 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 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 [ 7 has or`�1 has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): �
T inspection indicates:
Pumpout not needed at this time.
Solids acaxrn�lation 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 dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next purnpout. 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).
!f tanks have not been purtiped out within the last three years, they should be pumped out noW.
DRAINFIELD CONDITION C11-14):
Dr nfield inspection indicates:
� Drainfie[d 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
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE Cdepends on soils,water table,etc.):
COMMENTS: �� A�f''��P_i� (_a rt�' �T'll� t�c�l r� I''� f t �� Ut tr�nc{,es.
_ � a � --
Date of Inspection S ptic System 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
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 with the system Loc>tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner