HomeMy WebLinkAboutSeptic/sewer information 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 V CRI\iv/tj � - (d►L Ci�'�s ADDRESS �y a� QAy�Z1,�a(�t; �(^r69Y�
PHONE PERMIT NO'S. B�•�����. P�'��Y►��T��L`� DATES 5�'•� �� �
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:
❑ � Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears
to be operating properly.
� � Does not meet current city standards in some respects relating to design, construction, or location. Appears
to be operating properly.
❑ � Does not meet current city standards in many respects relating to design, construction, or location. Appears
to be operating adequately.
� � Does not meet current city standards of design, construction or location, is being overused, or is failing to
properly treat and dispose of the current input and is therefore endangering a water supply, is a source of
pollution to surface or groundwaters, is creating a safety hazard,or is otherwise creating a public nuisance.
Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re-
quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit
before work is started.
WORK REQUIRED:
� Septic tanks must be pumped within 48 hours.
� Drainfield must be repaired or replaced within 90 days.
� Inspection riser (4"diam. pipe) must be installed in each tank.
� Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that
tanks be pumped out every three years.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑Slope (depends on soil types, water Future Expansion
�Soii 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: ����-�+'T l-+rNu �[�t'�d(5 ��Nf� � /�T L� DIh��Ir���JhS
7-�- �� � - � ��,
Date of Inspection Se t c System Inspector
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
- , . � ; .., .. . . . . . ., . . �.. . _-e:u. .� ....� . �.i... ... r-..�.... ��. � � �._.. � '.:T - . .
� .�'. . � ....' . . ,.�. e ..;_.. .. t. ^..- ._ . ...�._
On th.e North Shore o f
Lake Mi��netonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER 1�r�t`�n t- 1 ► IG-� � ADDRESS w `� �5 ��� r� da� "o�l
PERMIT NO.'S. B �' '� �='�'y DATES � -`� -�'--�� CONTRACTORS ?
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,construction,and location.Appears to be operating
properly.
� 2 Does 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 properiy; 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 currenx 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 inspection indicates: l�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 bepumped_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 evidenL( � `���`-L���"�r� �.�1�'��
❑ 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 me�t 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: ��'n r� C�.', S��l.\�Jl � T�•�T�� P�2-1r� ��c'�� \/��%r� ` �
�t.�..L�`i�r^ �JI�c�,'1 i—,�[_l n✓ ;`Y;, �t i r.P Cl i^CL`"r� /�>�?�l S
�
r'- </-�� �"Y , �
Date of Inspection Septic 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 properiy,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 of
Lake Minneto�aka
.rAGE TREATMENT
.�rECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER �E�'ZNOn� �. �/Ylc C,Ov ADDRESS , y Z� ����2��L't R���
PERMITNO.'S. g�`,`�'^'c��"""T�6DATES 5� 22"- S�S CONTRACTORS ?
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,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 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 potlution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Ptease 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 inspection indicates: �Inspectio� 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 �ot 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 me�t 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:� �vR �2EC.t72�O S'f-40v1 7'ANK-S t-f-R�lr /vevC� 3�N i'c�rh��:.lO
�"'��s-r-c.ti. �ec✓4.s -F'a 3e� wcR���. ��r- c��2.arvr ,sr+�e - SySi�M �s �O v�R�S
ro �.S v r�o e2 s z -�0 2 �I G 20 on� v e - �n•cir,c- ��t' sA6� �s �� r� y�o
1� - ►�-I -8'g GA-,.se �� �.,i�:-
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 wili 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
C�TY o� OROl'�T�
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
•
� - � a On the North Shore of Lake Minnetonka
AFril 24, 1989
Roy Ahern, President of ERA Corporation
15001 Minnetonka Industrial Road
Minnetonka, MN 55345
: Re: 1425 Bay Ridge Road
Dear Mr. Ahern:
I was requested by Newell Weed to inspect the septic system
� at 1425 Bay Ridge Road to determine if any repairs are required.
He was concerned about an open hole in the driveway.
, That open hole is the inspection/cleanout port for the first
septic tank. This 6" diameter steel Fipe extending from the toF
of the tank to the surface must be suitably capped so that the
pipe remains easily accessible but excludes surface run-off water
from entering the tank.
I advised Mr. Weed that this could be done by any reFutable
septic system installatien or pumpout firm. I also suggested,
but will not require, that the 6" stack be reFlaced with a 20"
manhole and manhole cover casting (such as already is installed
� in the pump tank ) for future ease of system maintenance.
- Further, I suggested that the pump station be inspected by a
septic system contractor to verify that it is in working order.
Please contact me at 473-7357 if you have any questions.
Sincerely, i
^ ' ,,
C 1 G� =-
.� '/y:�% �/ J �,-�--��----
•�„/� / /
Michael P. Ga£fi`on,
Asst Planning & Zoning Administrator
MPG/tln
� cc: Mr. Ronald Groth, Att. , 1400 lst Bank P1 W, Mpls 55402
Newell Weed, 1385 Orono La, Wayzata 55391
BUILDING&ZONING—473-7357 • ADM[NISTRATIOIY&FINANCE —473-7358 • PUBLIC WORKS—473-7359
ASSESSING
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
s _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER IL�Yhn11 L, /��� �-G'+� ADDRESS ✓��� �/ /��G/�P ��
PERMIT NO.'S. !���«�� DATES ��a`� CONTRACTORS `�
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,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 enerall
g y 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 tocation, 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 ( m Checked items may require your action)
Tank inspection indicates: ��Jnspection 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. O 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
urface discharge.
/ / ��' �/ �
COMMENTS: ��v -� [/
�-� � � � � /� �
.. J .
i--19-�'d f "
Date of Inspection Septic 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 GOLO COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON-SITE SEWAGE TREATMENT
v�,� � INSPECTION REPORT
'C�� G~
�
9kESH�4'
Owner:�1�i'Y)V� ✓ �IC (.O�/ Address:_�Yi�� �i,ir�i�r3p /�,
Permit #'s: �- Dates: �-��-�� Contractors: '—
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 �an existing system [ 7 neu construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM'�-A system uhich 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
uithout discharging any pollutants into ground or surface uaters.
2 "CONFORMING SYSTEM"-A system uhich 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 tocation, 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 [ ] 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 accumulation in tanks is at a critical level. 7anks should be pumped out as soon as possible.
System is discharging to the surface. 7anks must be pumped out within 48 hours to eliminate surface dischar�e.
Inspection risers missing-tanks could not be ins� Inspection risers (4" daa. pipe) must be installed in each
tank at next pumpout. a not been punped out within the last three years, they should be p�xr�ped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out uithin the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr,�y�field inspection indicates:
C]�f Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet.
13 Orainfield 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 SITE FACTORS (slope,setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ���ry,�
COMMENTS: t�v '� /� ' D � I�T �. L�'P ti . .
" ,
�a,�-9�
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 certtfy that an existing system wtll 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 pre�nises uith the system loc=tion 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
'C�� G~
�
9kESH��'
Owner: �D� t���l�� Address:��Y'�� �f1/�� K1�1�
'j''
Permit #'s:��J'� �`J 7 Dates:_ r,',�✓�"� Contractors: Gi};�/�/YA,�^
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-stte seuage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is �7�-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 waters.
"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 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 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 [ 7 has or p�- 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): �
7 k 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 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 uithin 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).
If tanks have not been pumped out uithin the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
D field insPection indicates:
11 Draintield is dry, no surfacing evident.
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 (depends on soils,water table,etc.): /%'/r1A��/J�'3�
COMMENTS:
�
� „ - �
Da e of Inspection Septic 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�tion 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 5 5323-0066 � � ON–SITE SEWAGE TREATI�NT
„� � =NSPECTION REPORT
ti
�t9kESH�4'�G
�/ � /��� (� ,��y�
Owner: [ �� �h C�/�:��� Addres s: ���� �Y./t/ U�� �-�..
`
Permit �'s: .��: 1��� Dates: ��{-�� Contractors: !i)?�i�'�,��
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 j�J an existing system [ 7 new construction)
SYSTEM CONFORMITY (1-3): �
t "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
uithout 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 uas installed according to the code in effect at the time of installation, and uhich
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 uithin a designated 100-year floodptain; any
system which may or may not meet all the locatton, design, and construction standards of the current City
� Codes and uhich is failing for any reason; and any svic em with Less than 3 feet of unsaturated soil or sand
betueen the distribution device and the limiting soil charac�eris�ics. —�
(The limiting soil characteristic �1. has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi'fied, this classification may be subject to revision.)
TANK COkDITION (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 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 purtiped 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 pixnpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 lnspection 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 nou.
DRAINFIELD CONDITION (11-14):
Dr,a�nfield inspection indicates:
U Y Drainfield is dry, no surfacing evident.
T2 Sane evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City ]nspector
immediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FAC70RS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.):
iL i� /�yE�t
COMMEN S:� � �� � ° � �
�. � � �
Date of Inspection Se ic tem nspector
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 prE�nises with the system locatien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
SEPTIC SY.STEM INVENT�RY
Address: 1425 Bayridge Rd. PID: 10-117-23 34 0017
Building Type: residence #BRs/GPD 4 Systems/unit 1/1
Permit#: 664 Date of Permit: 5/22/58 Installer: unknown
System Type: standard trench Appliances: lndry
� SYSTEM CONDITION
Confonnity: 3 Tank Condition: 10 DF condition: 11 Failure Pot: medium
SEPTIC TANKS
Material: concrete block Capacity: 2 tanks, unknown
Setback to Bldg: 28
DRAINFIELD
Length of Lines 150 #Lines: 2 Trench Width: 2
Treatinent Area: 300 Type of Filter: rock
Tile Size: 4 Under Tile Perc Rate:
Setback DF-Bldg: 70 DF Ht above Wt: 1
Soil Type: Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File: n
Puinp Type: subm. Depth: Diameter: Method:
INSPECTION RECORD PUMPO UT RECORD ---x
DATE DESCRIPTION COMPLIANCE DATE GALLONS �
11/19/82 no sur�acing 2 8/31/92 800
7/3/85 no surfacing 2 12/22/97 2000
8/4/87 no surfacing 2
10/14/88 no surfacing 2
7/19/90 no surfacing 2
7/21/92 no surfacing-pump tanks 2
9/2/92 no sur�acing 2 �
3/3/93 testing for subd.(non-conforming),repair 3
4/14/94 non-conforming-no surfacing 3 �'
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� Investment �'Ia.�-adement � T�� �+'or�vest �an� �`Iinnesota, \.�_
Norwest Center
s
Private Ban ina_
C ist� and �Iarquette
Vlinneapolis, `Iinnesota �:-�19-0039
February 22, 1996
City of Orono
Attn.: Finance Director
P.O. Box 66
Crynal Bay, MN 55323
Re: Septic Improvements at 1425 Bay Ridge Road; Orono, Nlinnesota
The purpose of this letter is to assign assets to the City of Orono in compliance with the
City of Orono, Hennipen County, ��esota Septic System Upgrade Agreement for Susan
T. Whitworth and William K. Whitworth, 1425 Bay Ridge Road, dated //'
We hereby assign and pledge funds u ber 1117-880-00 S�This Os�to ensu e�compleStion of
Investment Management Account N
septic improvements by the Completion�e addres a cou� is: � as stated in
t he Sep ti c S y s t e m U p g r a d e A g r e e m e n t.
Wallace D. Stukel
Norwest Bank Minnesota, N.A
� 6th and Marquette
Minneapolis, NIN 55479-0039
The City of Orono may draw upon these funds at any time up to six months after the
completion date, specified above, by providing written notice to Norwest Bank Minnesota
at the above address. The notice will be signed by an authorized official of the City of
Orono and will state that Susan T. �fi'`'he Se�tc Svs em Up�d A�ement�ed to
P e r f o r m i n a c c o r d an c e w rt h t h e t e r m s o . .
The term of this assignment of funds will be in accordance with paragraph 6, of the Septic
System T,Tpgrade Agreement.
\ / , /� � � _
i ,���,�/������ -
usan T. Whitworth W�lliam K. Whitwo�h
/� ,,
�iC/ �
Wallace D. Stukei, Vice President
Norwest Bank Minnesota,N. A ,
� _ •
CITY OF ORONO
HENNEPIN COUNTY, MINNESOTA
SEPTIC SYST�M UPGRADE AGREEMENT FOR
Sv1�an lehl'IC� titi�h,-�wor-}h
(Property Owner's Name)
1425 Bay Ridge Road
(Address)
i gIIS AiTi2EEirir.i�iT, ivfaue aud CIl��t'CCI inio t�ii� �j �� day uf
���/fiJ�,���- , � ,6 , by and between the City of Orono, a municipal
co ration organized under the laws of the State of Minnesota (hereinafter called "City"), and
l/Sf�/J ��v�y W/�i 1—w��-�N E'/�i Z-c i�,�.t 1�L✓/��?h�ic�'!oZ- �sa,�o , their heirs,
successors and assigns, (hereinafter called "Property Owner"). 6-w.x�>
WITNESSETH:
WHEIZEAS, the Propert}� Owner is the o�vner of certain property and has made
application to the City of Ororio for a buiiding permit to construct improvements on such real
property legally described on Exhibit "A" attached hereto and made a part hereof (the "Property�");
and
`VH�I�AS, tlie septic system serving the property has been determined by the City
to be non-conforming; and
WHEItEAS, the Orono Municipal Zoning Code Section 10.56, Subdivision 17 (C)
requires that "a non-conforming sewage treatment system as defined in Section 12.30 and located
witliin the Shoreland Overla}- District must be upgraded and made conforming, at a minimum, at
any time a permii or variance ai ariy type is required fu� aiiy in;pruverlent or�, o: u�c of, t"�
property. Furlher, the non-conforming sewage treatment system provisions of Section 12.30 shall
apPly to all shoreland areas"; and
`VHEREAS, the Property is within the Shoreland Overlay District; and
WHEREAS, the Property Owner desires to obtain a permit for improvements to the
Property at this time but due to weather constraints cannot complete the required septic system
upgrade until the 1996 construction year�, and
Initials of Property Owner .,
Initials of City Clerk �"�
Page 1 of 6
tiVHEREAS, the City Council is currently considering whether installation of
municipal sewer is appropriate for the neighborhood which includes the Property, but has not at this
time determined whether municipal sewer will be provided to the neighborhood or to the Property.
NOW, THEI2�FOI2E, in consideration of the premises and of the mutual promises
and conditions hereinafter contained, it is hereby agreed as ,follows:
1. Pro�ertX Improvements: In accordance with the policies and ordinances of the City, the
following described private improvements are proposed to be constructed by the Property
Owner or his/her contractor, who has applied to the City for a building permit for said
private property improvements (the "Property Improvements"):
(FAMILY ROOM ADDITION)
2. Issuance of Buildin� Permit for Property Improvements: The City agrees to issue a buildiiig
permit for the Property Improvements at this time, subject to conformance with all current
City S1afli�aTuS a:,d GlCiiil�'1CcS for u;': af�piicable �c:l:.
3. Septic Svstem Up r�, ade: In accordance with the ordinances and requirements of the City,
the Property Owner hereby agrees to complete the required upgrade of the septic system no
later than July 31, 1996 (the "Completion Date").
�
Initials of Property Owner,�-��-=T—
Initials of City Clerk
Page 2 of 6
4. Septic Svstem Up�rade Installation: The design location, construction, installation and
inaterials for septic system upgrade shall be in accordance with plans and specifications to
be approved by the City prior to installation (the "Septic Improvements").
5. Automatic Extension and Reconsideration: The Property Owner may request that the City
Council reconsider the ternis of this agreement if, thirty (30) days prior to the Completion
Date, the City Council has made no decision whether municipal sewer will be provided to
the neighborhood and property.
A. Automatic extension. If the City Council has not by thirty (30) days prior to the
Completion Date made a decision whether municipal sewer will be provided to the
neighborhood and the property, the Completion Date will be automatically extended
to July 31, 1997 (the "Extended Completion Date") upon receipt prior to July 31,
i 996 of a or.e ;;e�r e:�tezsion of the letter o: cr:,dit dis�asseu ir. �tcr.,. .�-, belo w.
B. Impact of decision to provide sewer. In the event that the City Council prior to the
Completion Date (or prior to the Extended Completion Date) makes a decision to
provide municipal sewer with an expected sewer construction start within two years
of the Completion Date (or E:ctended Completion Date), the Septic Improvements
clause of this agreement shall be declared null and void and the City shall
immediately return the letter of credit to the Poperty Owner. However, if the
expected se��ver construction start is more than two years after the Completion Date
(or �xtended Completion Date), the City Cotmcil shall determine whether or to what
extent Septic Improvements shall be required and shall establish a required
Completion Date if necessary.
C. In the event lhe City Council prior to the Completion Date (or prior to the Extended
Completion Date) determines that municipal sewer will not be provided to the
neighborhood or the property in the foreseeable future, the Property Owner shall
complete the Septic Improvements by the Completion Date (or Extended Completion
Date) unless granted an extension by the City Council.
� n�rfCP7::.i''.Ce vP�OSIt: t'or th? ;?!�.Y�J:>�S nf�SSUI'1?:y *O thn �'i;t� 1h._tt 1�1F s('�tIC 1171rTC��'�ment:
will be completed according to the terms of this agreement, the Property Owner has
deposited with the City at the time of.the execution of this agreement an irrevocable letter
of credit in a form satisfactory to the City providin� that the City is able to draw upon such
letter of credit in its sole discretion to complete the Septic Improvenients if the Properly
Owner fails to satisfactorily complete the work prior to the Completion Date. The amount
of the letter of credit shall not be reduced before substantial completion of the Septic
Improvements. The term of the letter of credit shall be a period of one year. City shall
return the letter of credit to Property Owner upon acceptance of the Septic Improvements.
�
Initials of Property Owner �
Initials of City Clerk
Page 3 of 6
7. Binding�Effect: The terms and provisions hereof shall be binding upon and inure to the
benefit of the heirs, representatives, successors and assigns of the parties hereto and shall
be binding deemed covenants running with the land. References herein to Property Owner,
if there be more than one, shall mean each and all of them. This agreement shall be
e;cecuted by the Property Owner and City and shall be placed of record so as to give notice
hereof to subsequent purchasers and encumbrancers of all or any part of the property, and
all recording fees, if any, shall be paid by the Property Owner.
8. Notices: Whenever in this agreement, it shall be required or permitted that notice or
demand be given or served by either party to this agreement to or on the other party, such
notice or demand shall be delivered personally or mailed by United States certified mail
(return receipt requested) to the addresses set forth below. Such notice or demand shall be
deemed timely given when delivered personally or when deposited in the mail in accordance
wit�i ire auove.
Notice to Citv Notice to Propertv Owner
City of Orono Kc�r D' S�s�N �V��-rwaR�ril
Clerk/Administrator
P.O. Box 66 1y2�' Ppy �'>r�ff ��
Crystal Bay, MN 55323
WAyZA7A�.nnN 5s�g�
9. Disclaimer by City;, It is understood and agreed that the City, tlie City Council, and the
agents and employees of the City sllall not be personally liable or responsible in any manner
to the Property Owner or the Property Owner's contractors, subcontractors, materialmen,
laborers, or any other person, rrm or corporation, for any debt, claim, demand, damages,
actions, or causes of action of any kind or character, arising out o: or by reason of the
e�cecution of tliis a�;reement or the perfornlance and completion of the Septic Improvements.
10. Hold Harmless and Indemnircation: The Property Owner shall indemnify and hold liarmless
the City, the City Council, and the agents and employees of� the City from and against all
�:�c^.1:I1S� �.^..Rlab'.'„i� �OSSe: O:' �\�`P1:J�rJ� I::Cli.1G�!:I� �1t��TC',�' fpCS `.•d}?:^,?7 �IP �It j'� rlt�" C:!.lIPC.�
and agents and employees of the City may suffer or for whicll it may be held liable, arising
out of or resulting lrom the assertion a�ainst tliem of any claims, debts or obligations in
consequence of the performance of this a�reement by the Property Owner, its employees,
agents or subcontractors, whether or not caused in part by a parly indemnifiecl liercuncier.
11. Remedv for Default: Default by the Property Owner of any of the terms of this agreement
shall automatically result in the suspension or withholding of all permits, licenses, occupancy
certificates or other authorizations issued by the City in connection �vith the Property, and
may, at City's sole discretion, give rise to a draw upon the letter of credit by City to remedy
such default.
Initials of Property Owner�
Initials of City Clerk
Page 4 of 6 ,
A. The Property Owner hereby grants to the City, its agents and its employees, the right
to enter on the Property for the specific purpose of constructing or completing the
Septic Improvements should the Property Owner not complete those Septic
Improvements by the Completion Date.
B. The remedies afforded to the City under this Section shall be in addition to any other
remedies which the City may be entitled by law or equity or other agreement.
IN WITNESS VVIIEI2EOF, the City and Property Owner have caused this agreement
to be duly executed on the day and year first above written.
CITY OF ORONO
,,��� ' � ��� _
By: BY�
(City Cl rk)
STATE OF MINNESOTA )
) ss.
COiJN"I'Y O`r' �-I�?�1N�PIN )
The foregoing instniment was acl:nowledged before me oti this +►, day of
��c, � , 19 IC� , by F��s�.J.(�� l,�., S�. � l��,r�-�h� �(. (�„ ll.., , Mayor
& C:ity Clerk of the City of Orono, a Minnesota municipal corporation and said instrument �vas
eYecuted on behalf of the City.
CAROLE A HASEMAN /
:� NOTARYPUBUC-MINNESOTA �,� , (-j • �� � � �
HBJNEPIN COUNTY
�,AyCanmissianfxp�resJan.31,ynop Notary Public
PROPERTY OWNER(S)
$y; i L �y�l G � And: ����,ii �//f��.l�irnti�'/
/
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN ) �
b The foregoing instrument was aclalowledged before me on J1�1 a►-c.i•� t � ,
199�1, bY S✓s�.Y. e.�rtz t�J j�,y �i,JvY -�" C�
� . ��
NOTr� ' .--�.
�,•,. r CURI fS LEE
�V'.r':;��'� NC?Afiv?USLt� �ti.INNESOTA
Paae 5 of 6 �`��:'��� MY COi�'MIS�ION cX?iRtS
' °-�"-��`` JANUARY 31,2Q00
d-.•,
.,,,..,,,,.,.�,,,�.�..
Revie�ved for Administration:
, �C� / B i�� �
Date: � �D l �O y'
(City O
This document has been drafted by:
Citv of Orono
2750 Kelley Park��ay _
P.O. Box 66
Crystal Bay, Ivlinnesota 55323
Page 6 of 6
EXHIBIT A
SEPTIC SYSTEM UPGRADE AGREEMENT
LEGAL OESCRIPTfON '
TRACTS�A, H, Q and R, REGiSTER'ED lANDSURVEY NUMBER 192, Hennepin County, Minnesola,
aiso that part of TRACT U, REGtSTERE.D i.AND Sl1RVEY NUMBER 192, lying easterfy of i-fen�epin
County Road`Number 15, and�southerfy of a line parallel with and 75.00 feet south of the rcoctt�► li�e
of TRACT S of said Registered Land Survey.
Subject to driveway easemerrt�over TRACT R per pocume€�t Number 569266. ,
Subject to gas main easemenf per. Docvment Number 883614. _
�-.-
i�::�=�c��
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`l` `-�j-�'�j��/ .
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�'�����:� � CITY of ORONO
� ?���''��..�, �.
I�` �� �l�r Municipal Offices
'r�,� `)�'�''��I"�' G
�i��,���,, �
.�9 ,� `�y����,g� Street Address: Mailing Address:
jf'EggO 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
October 28, 1997
Dear Project Area Residents;
Installation of the sanitary sewer lines and lift stations is complete for the Bracketts Point/Bay Ridge
sanitary sewer project. The system will be operational and available for residential connections as
of Monday,November 3rd. All connections to the system must be completed by a state licensed
plumber. A City permit for connection must be obtained by the licensed plumber who is going to
complete the work. Payment of the Metropolitan Council Environmental Services SAC (Sewer
Availability Charge) must be made when the sewer connection permit is issued. This charge is for
the metropolitan sewer system downstream capacity that has been reserved for new sanitary sew-er
connections.
According to Orono City Code, all connections to the sewer system must be made within 16
months of the official date that the system is operational for residential connections. Based on the
availability date of November 3rd 1997, the deadline for connection to the system is March 3rd
1999. Effectively,this means that all connections will need to be completed before the end of the
1998 construction season.
Restoration of the project area is scheduled for this fall with the final surface course of asphalt
pavement scheduled for completion in 1998. Thank you for your assistance in this matter and
patience and understanding during construction of this project. Please contact myself or Tom
Kellog with Boonestro Engineers, Phone 604-4863, should you have any questions or concerns
about the project.
Sincerely
� ,;�C
� ��
Gregory A. Gappa
Telephone (612) 473-7357 • FAX 473-0510