HomeMy WebLinkAboutSeptic info i
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�-��'�� CITY of ORONO
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.� �� �.� Street Address: Mailing Addross:
9lCEgg04' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �����i `�l�I�X1! � Address: 2155 Shavlin Dr.
Permit #'s: 4017 Dates: 9/26/74 Contractors: Sullivan
(This is [�'`-] an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) ; 3
1 Code System: Meet�s 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 appe��s to be designed, located, and constructed in accordance with previous
codes and is funct�.oning properly.
� Non-Compliant System: System may or may not meet current City standards for design,
construction, or loc�tion, 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 [,� has or [ ] has not been��identified at this time. If the
saturatad soil level has not bean identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 8�
5 Pumpout not needed�at this time.
6 Solids accumulatio in tanks indicates they should be pumped out this year.
System is dischargitng to the surface. Tanks must be pumped out within 48 hours.
� 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.
(DurinQ tha last septic tank Maintanance Pua4pout the taaks [ ] were or �] wera not confirmed
to be watertiQht by the liceased pumpiag contractor. If the tanks were not coafirmad to be
watertiQht, this classification is subject to revision.)
INFIELD CONDITION (11�14) : 11
1 Drainfield is dry, �ho surfacing evident.
12 Some evidence of suxfacing, not critical yet. Repair is not required at this time.
13 Drainfield is sat�irated 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 FAII�URE: (system age and condition, soils, etc.) : medium
CONII�IENTS: In order to cpnfirm 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 12/31/2007.
�r
Da e of Inspection ptic System Inspector
Note: In the event tha� this inspection report is used to satisfy the requirements for a
transfer of property, thi�s report does not guarantee that an existing system will continue to
function properly, but in�iicates the operation of the system under current conditions.
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� Telephone (612) 473-7357 • FAX 473-0510
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�
CITY OF ORONh �O�
Municipal Offices O �
Post Office Box 66�
Crystal Bay, MN 55323-Op66 � I � ON—SITE SEWA(;S TREATMSZIT
� v�,� � INSPECTION REPORT
'�� G~
� .�
I '�kEsxo�'
Owner• .. I['����I �Ul�� Address• O�`/�� J�11'�!//� ��:
Permit �'s: Dates: ��'�7�/ Contractors: �ll�v��-�.
City ordinance nunber 100 rkquires that each on-site sewage treatnient .system in Orono be inspected on a regular basis.
The on-site sewage treatme�ht system at the above address has been inspected and appears to fall into the category
checked below.
(This is�an �xisting system [ ] new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE S1'STEM"-A sys em 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 discharg�ng any pollutants into ground or surfacp 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 aode in effect at the time of instatlation, and which
is operating sat�sfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants i o ground or surface waters.
3 "NON-CONFORMING SYSI�EM"-A prohibited system; a system lo ated within a designated 100-year ftoodplain; any
system which mey or may not meet all the location, des�gn, and construction standards of the current City
Codes and which iis 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 limitin$ soi� characteristic [ ] has or has not been identified at this time. If the limiting soil
characteristic ha3 not been identified, this c assification may be subject to revision.)
TANK CONDITION CS-10):
Tank inspection indicates:
5 Pu�out not needed at thtis time.
6 Solids accunulation in tpnks indicates they should be punped out this year to help prevent future problems.
7 Solids accunulation in t�nks is at a critical level. Yanks sho4ld 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 missin -tanks could not be inspected. Inspection risers (4" dia. pipe> must be installed in each
tank at next t. If tanks have not been pu�ed out within the last three years, they should be p�mped
OUL nOM.
Inspection pipe is tocat�ed directly over tank beffle (does not give accurate measurement of solids accumulation).
If tanks have not I�een punped out within the last three years, they should be punped out now.
DRAINFIELD CONDITION (11-14): '
Dr field inspection indicatea:
�Orainfield is dry, no surfacing evident.
TZ Sane evidence of surfaciny, not critical yet.
13 Drainfield is saturated end visibly discharging untreated effluent to the surface. Contact the City lnspector
immediately. RepaiRs must be completed within 90 days.
14 Drainfield extent and cor�ition unknown.
LIMITING SITE FACTORS (sloae.se�becks.etc.):
POTENTIAL fOR SYSTEM FAILURE (de�ends on soils.water table,etc.): //�1�1'Y�
COMMENTS:
Date of Ins ection Se tic Sy em Inspector
Note: In the event that this in pection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this port does not guarantee or certify thet an existing system will continue to function
properly� but is merely an opi ion of the adequacy of the system under current conditions besed a� the evailable
�nformation.
This report mus be kept on the premises with the system loc�tion and punping records.
WHITE CO /Inspectors Flle MELLOW COPY/Homeowner
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: � ��
CITY OF ORONO O
Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(�L TREATMENT
,� �� INSPECTION RBPORT
ti
� ��9kEsH.o4'�G
Owner: . 1GYbY17e, fG�' U/�OY� Address: ��5� �Pd//l-+ �UI'�
��
Permit #'s: Dates: %'�6 7� Cantractors: �llr�,�-
City ordinance nunber 700 rtequires that each on-site sewage treatment .system in Orono be inspected on a regular basis.
The on-site sewage treatmeht system at the above address has been inspected and appears to fall into the category
checked below.
(This is ,� an existing system [ ] new construction>
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A sy tem which meets all the location, design, and construction standards of the current City
Codes, and whic is operating satisfactorily by treatimg and disposing of the entire current sewage input
without dischar ing 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 C es, but was installed according to the code in effect at the time of instellation, and which
is operating s isfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants 'nto ground or surface waters.
3 "NON-CONFORMING S STEM"-A prohibited system; a system 4ocated within a designated 100-year floodplain; any
system which y or may not meet all the location, design, and construction standards of the current City
Codes and whic is failing for any reason; and any_sy8tem with less than 3 feet of �saturated soil or sand
between the di tribution device and the limiting soil characteristics.
(The limiting �oil characteristic [ ] has or f�}. has rnot been identified at this time. It the limiting soil
characteristic +has not been identified, this classificetion may be subject to revision.)
TANK CONDITION C5-10):
Tank inspection indicates:
5 Punpout not needed a this time.
6 Solids accumulation n tanks indicates they should be punped out this year to help prevent tuture problems.
7 Solids accunulation n tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is dischargin� to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar$e.
9 Inspection risers mi=sing-tanks could not be inspected. Inspection risers (4�' dia. pipe) must be installed in each
tank at next ut. If tanks have not been punped out within the last three years, they should be punped
� out now.
� Inspection pipe is ocated directly over tank baffle (does not give accurate rt�easurement of solids accumulation).
If tanks have ot been punpea out within the last three years, they should be punped out now.
DRAINFIELD CONDITION 11-
D�nfield inspection ind cates:
(1� Drainfield is dry, surfacing evident.
'f2 Sane evidence of sur�facing, not critical yet.
13 Drainfield is saturiated end visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be canpleted within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE fACTORS Csl4ae.setbacks,etc.):
POTENT[AL FOR SYSTEM FAILI�IRE Cdeoends on soils,water table,etc.): ��ry-�,
��
COMMENTS:o�1�r�� �n�-s �,,p�e ,�is�.� �-��8q'
Date o Inspection S tic System Inspector
� :
Note: In the event that this inspection report is used to sati3fy the requirements for a mortgage or other transfer of
property, be advised tha this report does not guarantee or certify that an existing syst�wn will continue to function
properly� but is merely an opim on of the adequacy of the system under current conditions based on the available
informat�on.
This re�ort must be kept on the premises With the system locetion and p�ing records.
lIVHI7E COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
Lake�1�1i7anetoyzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER �m� � � ADDRESS �/�� ����n
PERMIT NO.'S. 7��/ DATES ����� CONTRACTORS �C'1L�1�/✓GII'�
City Ordinance No. 210 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 � an existing systern ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly,
'�/I 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
j�� located, and constructed generally in accorda�ce 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 failing 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 CONDtTION ( � Checked items may require your action)
Tank inspection indicates: �Inspection pipe is located directly over tank baffle.(Does not �
❑ Pumpout not needed at this time. give accurate measurement of solids 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.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as 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. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe) must be installed 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 should 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 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:
����-9D
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 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 system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
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On the North Shore of
Lake Mi�znetonka
JN-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER • � LI�Or+7� �f�vl1._��>N
ADDRESS o2I�`��S ��EVL//V Dl�'(U�
PERMIT NO.'S. ~I ���`l DATES � �� �� ��y CONTRACTORS Sl�L L(��i�/�
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment systerri at the above�address has been inspecied and appears to fall into the category checked below.
(This is LaJ an existi�g systern ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly,
� 2 Does not meet all current City standards for new construction (1978 Code) 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 upgrsding of system is required at
this time.
� 4 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 is endangering a water supply, or is a source of pollution to surface or groundwaters,or is
creati�g a safety hazard,or is otherwise creating a pubiic 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 indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) if tanks
�B 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.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as 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. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe)must be installed 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 should 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 Future Expansion
❑ Soil table,and system condition) ❑ Adequate
❑ High water table ❑ Low �---�7 Fair
�� Lot size ��7 Medi�m ❑ Poor
� Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
( � L�
Date of Inspection Sept' ystem 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 system location a�d pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
I I
On the North Shore o f
Lake Nlisznetorzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ADDRESS � � SS ��"?F.:i, �i r'? !Jh V�
PERMIT NO.'S. ��� � DATES ����� ^74- CONTRACTORS ��-i-1L-L s�� .,�
City Ordinance No. 210 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�an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,constructio�,and location.Appears to be operating
properly.
� Does not meet all current City standards for new construction (1978 Code► 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 upgrsding of system is required at
this time.
� 4 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 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 ( � Checked items may require your action)
Tank" spection indicates: ❑ Inspection pipe is located directly over tank baffle.IDoes not
,�umpout not needed at this time. give accurate measureme�t of solids 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.
❑ Solids accumulation in tanks is at a critical level. Tanks D ainf' Id inspection indicates:
should be pumped out as soon as 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. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe)must be installed 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 should 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 Future Expansion
❑ Soil table,and system conditionl ❑ Adequate
❑ High water table ❑ Low ❑ Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
�
,G�- �.�-�7 l (%� � n
1 r � J i
� Date f Inspection , �,: Septic System Ins e r
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 system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
— �E1'U�4C�1Vl�A/�" i���0�-� � �2t C�l�A'�. � s T-- ____�
' � SEPTIC SY.STEM INVENTORY �
.;
5
; Address: 2155 Shevlin Dr. PID: 03-117-23 34 0006
Building Type: residence #BRs/GPD 4 Systems/unit 1/1
Permit#: 4017 Date of Permit: 9/26/74 Installer: Sullivan E
�
System Type: standard trench Appliances: lndry,dshw,dspl �
�
SYSTEM CONDITION �
Conformity: 3 Tank Condition: 8 DF condition: 11 Failure Pot: medium �
t
SEPTIC TANKS �
Material: concrete block Capacity: 1000, 750 �
$
Setback to Bldg: 18 �
}
DRAINFIELD "
}
Length of Lines 275 #Lines: 3 Trench Width: 2.5 �
Treatment Area: 680 Type of Filter: rock �
Tile Size: Under Tile Perc Rate: 60 �
Setback DF-Bldg: 30 DF Ht above Wt: 0 ;
f
Soil Type: sandy loam, loam, silt loam Limitations: water table '
�
WELL DATA j
Setbacks - Well-Tanks: 50 Well-DF: 60 Report in File: �
Pump Type: Depth: Diameter: Method:
INSPECTION RECORD PUMPO UT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
7/11/78 no surfacing s 5/7/87 1000 �
5/31/84 no surfacing 2 4/21/89 1000 �
�
7/24/86 no surfacing 2 7/27/92 1000 ;$
7/29/88 no surfacing 2 8/2/94 1000 �
t
6/29/90 no surfacing 2 7/15/97 1500 =
6/18/92 no surfacing 2 =
10/5/94 no surfacing 2 i
11/7/97 non-compliant-repair by 12/31/2007 3 �
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