HomeMy WebLinkAboutseptic info SEPTIC SYSTEM INVENTOR Y
Address: 375 Silver Meadow Dr. PID: 33-118-23 42 0004
Building Type:residence BRs Install'd for: 4 In Musa: No
Permit#: 1493 Date of Permit: 12/7/88 Installer: E.J. Peterson Co.
System Type: mound Performance: no Tank Filter:
SYSTEM CONDITION
Conformity: 1 Tank Condition: 5 DF condition: 8 Failure Pot: medium
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 1000
Setback to Bldg: 15 Cesspool: no
DRAINFIELD
Length of Lines: 160 # Lines: 3 Trench Width: 10
Treatment Area: 85*50 Type of Filter: rock,clean sand Soil Boring: yes
Tile Size: 1.5 Under Tile: 2 Perc Rate: 54
Setback DF-Bldg: 60 DF Ht above Wt: 3
Soil Type: loam, clay loam, sandy cla Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 75 Well-DF: 125 Report in File yes
Pump Type: subm. Depth: 160 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
12/7/88 installation 1 4/1/92 2000
9/20/90 trench near base of mound-fill 1 3/8/98 3000
7/29/91 no surfacing-remove trench 1 7/02/03 3000
5/21/93 slight surfacing-remove trench 1
4/24/96 DF saturated-remove trench 1
6/4/99 compliant-remove trench 1
9/04/O1 no surfacing 1
house gone
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p4 2750 Kelley Pa�kway P.O. Box 66
� Orono MN 55356 Crystal Bay, MN 55323-0066
Owner: Address: 375 3ilver Meadow Dr.
Permit #'s: 1493 Dates: 12/7/88 Contractors: E.J. Peterson Co.
(This is [� an existing system [ ] new construction) .
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STEM COMPLIANCE (1-3) : 1 •
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.
3 Non-Compliant System: System may or may not meet current City standards for desiqn,
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 [x] or is not [ ] identified under this septic system. If the
saturated soil level is_ not identified, this classification ia subject to revision.)
NK CONDITION (5-9) : 5
5 Pumpout not needed at this time.
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 ober 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 aie [ ] or ara not [ ] water tight or the condition is [�] unknovm. if the tanks
are not confirmsd to be watertight, this classification is subject to revisa.on.)
INFIELD CONDITION (11-14) : 11
1 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 FAILIIRE: (system age and condition, soils, etc.) : medium
COMMENTS: In order to confirm that your septic system meets Minnesota standards, soil borinqs
were performed to verify a 3 foot separation between the drainfield and the seasonal water table.
The separation is 3 feet and the system is compliant.
�y-�9
Date of Insp ction S tic System Inspe tor
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)249-4600 • Fax(612)249-4616
CITY OF ORONO � O�
Municipel Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON—SITE SEWA(3S TREATI�NT
INSPECTION REPORT
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Owner: C1///( ///�/[iI Address: ��/
Permit �'a: Dates: �� 7 b 15 Contractors: r
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a reguler basis.
The on-site sewage treatment system at the above address has been inspected arxi appears to fall into the category
checked below.
(This is � an existing system [ ] new construction)
SYSTEM CONFORMITY C1-3):
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 waters.
2 "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 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or mey 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 DU has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identifieZi, this classification may be subject to revision.)
TANK CODIDITION (5-10):
T� inspection indicates:
Pumpout not needed at this time.
Solids accunulation in tanks indicates they should be aunaed out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. `fanks should be punped 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-tenks could not be inspected. lnspection risers (4" dia. pipe> must be instalted in each
tank at next Exmpout. If tanks have not been punped out within the last three years, they should be punped
out now.
10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be punped out now.
DRAINFIELD CONDITION C11-14): :
Dpe�field inspection indicates:
(1Y Drainfield is dry, no surfacing evident.
`T2 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 (sloce,setbacks.etc.): �
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): ��
C NT � /
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Date of Inspection S pt' System In pector
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
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 premises with the system location arxi Fxmping 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 SEWA(38 TREATI�NT
,�,, �, INSPECTION REPORT
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9kEsHo�'
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Owner: OJ�Y .��(���1, Address: �� . �/�l/L�Y �L�/ [J/�
Permit #'s: I /� Dates: J��b0 Contractors: /'_�.)l i'PtY►��c� ��
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(7his is p7—an existing system L l 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 waters.
2 "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 '�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 end which is fa�ling 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 identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10): �'
Tpr� inspection indicates:
l5' Pumpout not needed at this time.
3 Solids eccumulation in tanks indicates they should be punped out this year to help prevent future problems.
7 5olids 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 punped out within 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. lnspection risers (4" dia. pipe) must be installed tn each
tank at next punpout. If tanks have not been punped out withtn the last three years, they should be punped
out now.
10 inspection pipe is located directl over tank baffle (does not give accurate measurement of solids acctmulation).
If tanks have not been pu�out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Drainfield inspection indicates:
y1j, Drainfield is dry, no surfacing evident.
n�i Some evidence of surfacing, not critical yet.
�r� 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 (sloae.setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (denends on soils,water table,etc.): � �
C MMENTS:� ' e — o
i
�
Y •
Date of Inspection e ic Sys em 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 with the system locetion and punping records.
WHITE COPY/Inspectors Ffle YELLOW COPY/Homeowner
On the North Shore o f _
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay,MN 55323
473-7357
OWNER l�l/I�f� �I�S/�� ADDRESS .��-�.. J��✓L°I �R�✓ �v/ �
PERMIT NO.'S. ,� DATES �_���g CONTRACTORS � ��
City Ordinance No. 210 requirea tfiat each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage
treatment system at the above address has been inspected and appears to faii into the category checked below.
(This is ,R�I-an existing system ❑ new construction)
�� Meets or excee�current City standards in all respecu relating to design,construction,and location.Appears to be operating
properly.
� 2 Dces not meet all current City standards for new construction (1978 Codel but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
� 3 Does not meet Current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design,construction or location, but is fai�ing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION (m Checked items may require your action)
Ta�k inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
�Pumpout not needed at this time. give accurate measurement of solida accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
ed out this year to help prevent future problems. should be pumped out now.
O Solids accumulatio� in tanks ia at a critical level. Tanks Drainfield inapection indicates:
should be pumped out as soon as possible. �-Drainfield is dry,no surfacing evident.
❑ System is discharging to surfaoe. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surfaCe discharge, ❑ Drainfield is saturated and visibly discharging untreated
❑ Inapection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
Inspection risers (4"dia. pipe)must be i�stalled in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they ahould be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Futu e Expansion
❑ Soil table and system condition) �Adequate
�High water table �Low � Fair
O Lot size ❑Medium �Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMMENTS:
z a�-�l
Date of Inspection ptic 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�ot 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 system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
On the North Shore o f
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER ��__LYdY�'Ya �Il���! ADDRESS �� Z,[YP����
PERMIT NO.'S. ��/-3 DATES ���7 � CONTRACTORS y'Ji��✓��"�a�
City Ordinance No.210 requires that each on�ite sewage treatment system in Orono be inspected on a regular basis.The on3ite sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is .� an existing system ❑ new construction)
� � Meets or exceeda current City standards in ali respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standerds for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appeara to be functioning properly;no major
upgrading of the systern is required at this time.
� 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City sta�dards for design,construction or location, but is fai�ing to properly treat a�d
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creati�g a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures, If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicatea: ❑ Inspection pipe is located directly over tank baffle.(Does not
�Pumpout not needed at this time. give accurate measurement of solids eccumulation.) If tanks
❑ Solids a�xumulation in tanks indicetes they should be pump- have �ot been pumped out within the last three years,they
ed out this year to help pre�rent future problems. should be pumped out now.
❑ Solids accumulatio� in tanks is at a critical level. Tanks Drai field i�spection indicates:
should be pumped out�soon ss possible. ,�—� Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge, O Drainfield is saturated and visibly diacF►arging untreated
❑ Inspection ri�n missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
I�spection risera (4"dia.pipe)must be installed in each tank ment or additions to droinfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the laat three years,they should be pumped o�t now. ❑ Drai�field extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potentiel for System Failure Site Capabilities for �
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table and system condition) �Adequate
❑ High water table �low ❑ Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMMENTS: � � �
i i
Date of Inspection Septic System�nspector
Note: In the event that this inspectio� report is used to setisfy 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 conditio�s based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner