HomeMy WebLinkAboutOld PID paperwork MAY-05-2005 10�07 P.02iO3
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Permit - 1
SHORELINE EROSION PROTECTI�N — FA:�� TRACK PERMIT
MINNENAHA CREEK WATERSHED DISTRICT(MCWD)
18202 Minnetonka Blvd.
De�phaven, MN b5391 Ph: 9S2�d71-0590
Fax: 95�2�71-0682
I r�� � �1 "��S��reside at ��fs? ►��0 kL�1� ��Ln.�_QtiA�_
(Streeti Address)
< < � •. � �,J�
� �0 ��'� i��� /vU�7IS-9Z1� requestapprovalto install riprap
�3�� , ,) (Zip) (Phone)
� �s I�;��
��J ��� �✓m property descnbed as �7 ;�, , located in
�t`-'��-,�. __ �l (Sfidet address)
r ZZ-!l?-Z3 Z - U00 S. The riprap installation
(Vv��_ (County) (Properly ID# [PIDif])
will consist of��- mg the shoreline of /�[1�'nhe�a n Kl/ in full
(Lineal feet) (Lake) (Bay)
accordance with the Minnehaha Creek Watershed District Shareaine Protection Guideline for
riprap placement required for issuance of a Fast Track General P�rrriit. I have contracted with
�
/1/li�s�rfeh�� Pavtz,h/� Or��l � 5do ,La S. /' �r A'lN (�5��s�3s�.3�'!
(Name of Compa�y) et address) (City) (7.ip) (Phone)
�h �/Q ,to perfo�m the wo�lc who is familiar�Kith the technical
(Band Number)
requiremerrts and has fulfilled the bonding requirements of the watersh�d distrid(see page
�Q). � `19�IG ro�rl er�rl ..w.1..�J���1 mi _-- -- . ' '" ---' -— ' ��7$�Qn
Prote� �
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, HARDCOVER CALCULATION�VORKSHEET �T s CD� S
SETBACK ZONE: tcgtci,E ox� �s �s-2so� 2sasoo� soaiaoo�
��NG HARDCOVER IN ZONE
A. House x = z i S.O S.F. �
LenBth Widd�
" x = S.F. :
x � � S.F:
x . � — � S.F.
B. Gara�e x . • � _ � S.F. -
� C. Driveway . . x . � ' . ..' _ � :.S.F.
x = S.F.
D. Sidewalk x . _ ► 0 7. 3 S.F. 3Q
x - = S.F.
E. Patio/Dak x s i o re 5. 1 S.F. �
x = z co . S S.F 2
F Lsaduape � x . _ .S.F_
Underiain x s S.F.
By PlastiC x = S-F.
' Or Fabric �
G. Sf�e g x ' = a 8.� S.F- d
� TOTAL HARDCOVER IN ZONE - JSo 5. S S.F. A
TOT�►L PROPERTY AREA IN ZONE � - ��.�-N i S.F: B
A ISoS. S + g ►z�NI �- x•100 = . . iZ .3 9'0
PROPOSED HARDCOYER IN ZONE � � -
A. House x� = S.F.
Length . � VYidth .
� X .. � S.F.
X = S.F.
X = S.F
B. Garaae x = S.F.
C. Driveway x = S�-
X = S.F
D. SidewaIIc '— x � • - � " —� � 'S.F.
X = S.F.
E. Patio/Deck � � x - - S.F.
x -- = S F.
F. Landscape x �� - S.F. :
Underlain x � S.F.
By Plastic x � S�
Or Fabric
G. Other . . . . .. x = . . S.F.
TOTAL HARDCOVER IN ZONE • S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F 3
A + B x I00 s %
14 .
.. HARDCOVER CALCUI�ATION SYORKSHEET
j,�o-r s (o - �
SETBACK ZONE: �c�c�ort� a�s �-2so� zsasoo� soai000�
EXISTING HARDCOVER IN ZONE
A House x s z i�S. S S.F. �
�8� �drh
X � = S.F. :
x � = S.F.�
x — � S.F.
B. SNEO .. . _X __ ._. , s ' _'ly. � . ��� S.F. �
C. DlIVCWB� . . 7( • � . . _ ' . . � -.$.F.
X s $.F.
D. Sidewalk x . � — �4. 4 S.F. �
x. - = S.f.
E. PatiolDak x = i 8.'3 S.F. �
x = Bo."? S.F. �o
F. Laadscape � x - _ .S.F.
Undcriaia . x s S.F.
By PlastiC x = S.F.
' Or Fabric �
G. STA�cis x � = Z 3.�-1 S.F. 3O
� TOT'AL HARDCOVER IN ZONE • Z 3 z to• y S.F. A
TO'TAL PROPERTY AREA IN ZONE • 1 S 9 y S� o S.F: B
A Z3z�•�1 + B iS9yS. o- x�100 = . . iy . co %
PROPOSED HARDCOYER IN ZONE � � -
A. House x� = S.F.
Length �Ydth �
x �• = S.F.
x = S.F.
x = S.F.
B. Garaae X = S.F.
C. Drivewny x � � � S.F.
x � = S.F
D. SidewaIlc " ' x � - - � ' �� 'S.F.
x = S.F.
E. PatioJDeck � � x � — S.F.
x -- = S.F.
F. Landscape x �� = S.F. �
Underlain x = S.F.
By Plastic x — S.F.
Or Fabric � �
G. Other . x = • - S.F.
TOTAL HARDCOYER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. 3
A + B x I00 = %
14 .
. HARDCOV�R CALCULATION tiVORKSHEET L-�—�— �
f SETBACK ZONE: �c�c7.E or�� a� � �s-Zso� zsasoo� soai000•
EXISTTNG F�ARDCOVER IN ZONE
A. House x = r � 0�z. .'I S.F. �
�� w'►�d�
� x � 9�'�. S S.F. `� :
x � = S.F.�
x � s � S.F.
B. 5 It E a . _ X . . . = S.F.
C. .IZ.CTA�r1 uJ.6 • .X • - •• _ . 30• O -.S.F. ��-
W a�-t� X = S.F.
D. SidewaIk x . — 33.t9 S.F. Q
x_ - = s� . 8 S.F. Q
E. PatiolDeck x = z3.-7 S.F.
x s 9 S.S S.F. t,
3eW • q
F. Landscape x _ _ � S 2�9 .S.F. �o
Underlain . x � S.F.
By PlastiC x = S.F.
' Or Fabric "
. • . c�0•l O
G. s-t A�25 x s 30• 9 S.F. ��
. Zo y �
� TOTAL HARDCOVER IN ZONE - z 6�S.Z S.F. A
TOTAL PROPERTY AREA IN ZONE - ►n 9 0 5.S S.F: B
A z-875, z + g �n 9 o S B- x-100 = � - zto.�I %
PROPOSED HARDCOVER IN ZONE � � �
A. House x� = S.F.
Length . Width
X .. a S.F.
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x � _ � S.F.
x � = S.F.
D. Sidewallc "` x � • - " _� 'S.F.
x = S.F.
E. Patia/Deck � � x � - S.F.
x �— = S.F.
F. Landscape x �� = S.F. �
Underlain x = S.F.
By Pla,stic x = S.F.
Or Fabric
G. Othrr . x = � � S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. 3
A + B x 100 = %
14 •
•, HA�tDCOVER CALCULAT�I��VORKSHEET
SETBACK ZONE: �c�c�.E or� a�$� �s-zso� zsasoo� soai000�
EXISTING HARDCOVER IN ZONE
A. House x = �D• (o S.F. �o
1�.�8� Widrh
x = iSy . Z S.F. Q -
x - = S.F.�
x � _ � S.F.
B. S Hca - x� . ' .. _ �3•-1 S.F. �
� � � � .� - . . � . � �9. s ' -
� C. Driveway . . x � -. _ � :.S.F.
x = S.F.
D. SidewaIlc x . = 19.:Z S.F. Q
x - = z'3 .9 S.F. ,
�o• 9
E. Patio/Deck x = �,�s. 1 S.F. �,
x = (o S. � S.F.
l Z S. �
F. Landscape x - _ .S.F.
Underlaia - x � S.F.
By PlastiC x = S.F.
' Or Fabric �
G. SrR�25• x � a i S. 8 S.F.�
� TO'CAL HARDCOVER IN ZONE - �32• o S.F. A
TOTAL PROPERTY AREA IN ZONE - 1!e �Z 3•Z- S.F: B
A , fo 32• O + B /te/z 3•Z. •- x•100 = . . -�j.9 %
PROPOSED HARDCOVER IN ZONE � �
A. House x� = S.F. •
Length � WIdth
x -- � S.F.
X = S.F.
x = S.F.
B. Craraae x = S.F.
C. Driveway x � � S.F•
x ` = S.F.
D. SidewaIIc ` x • - " �� 'S.F.
x = S.F.
E. Pado/Deck � � x � = S.F.
x 1 = S.F.
F. Landscape x ` a S.F.
Underlain x = S.F.
By Plastic x s S.F.
Or Fabric
G. Other . x . _ • � S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. 3
A + B x 100 = %
14 .
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Designed Scale
15050 23rd Avenue Norfh None
Plymouth, Minnesoto • 55447 Drawn P�o;��t No. HARDCOVER
phone 612/476-6010 oWs >>»� CALCULATION SHEET
fox 612/476-8532
McCambs Frank Roas E–Moil: caddC�m fro.com Dote Sheet No.
Assaciates,Inc. i2/io/ss
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PIERSON & PIERSON
PROFESSIONAL LIMITED LIABILITY PARTNERSHIP � .-''" ���
ATTORNEYS AT LAW
1055 EAST WAYZATA BOULEVARD � '•�' �' � i99�
SUITE 203
WAYZATA,MINNESOTA 55391 � .�
JOHN M.P[ERSON TELEPHONE(612)473-1400
CHRISTOPHER J.PIERSON FACSIMILE(612)473-0969
December 18, 1998
Mr. Mike Gaffron
City of Orono
2750 Kelley Parkway
Post Office Box 66
Crystal Bay, MN 55323
Re: Lots 3,4,5,6,7 and 8, PLEASANT VIEW AT LAKE MINNETONKA (Big Island)
Dear Mr. Gaffron:
Thanks for your assistance to date on the proposed Johnson and Bryson Big Island
lot consolidation we have discussed a couple of times. I have missed you on the phone a
couple of times recently, but wanted to get some things to you to advance the project.
We have recently had McCombs Frank Roos Associates, Inc. prepare a survey
and hard cover calculations in compliance with the requirements of the City's application.
I have enclosed copies of both for your review.
After you have had a chance to review them, please call me. There are a couple
things I would like to point out to you, and I have some questions on the procedure from
here. Thanks again.
S' cerely,
i
c
� '`G:.'�� .
,, .�,�
�ristopher J. Pierso
�
enc.
cc: Bill & Thelma Bryson
Jim Johnson
� � °� .
� o. o �
� -�`�=���T� � �ITY of O1�ONU
a �3;���:,�'� �
'� :1' �=;��"%;� �' � Municipal Offices
'� ��'�'` �`.���r G~
��:•,�:.'�.;
� � ,'..�i;•� Street Address: .
'� Mailing Address:
9kE$�I�g 2150 Kelley Paricway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323•0066
Owner: w:\\��.M � �c� S 0� � Address:_ �'�� � � .
�, �SI���
.,
City Ordinance 199 requires that each existing on-site sewage treatment rystem in Orono be inspected every rivo yeazs.
The on-site se�vage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMtTY 1-3 : �
1 '�CODE SYSTEM" An ISTS which meets all tha locatioq desigi aad construction standards ofthe current Orono 1�luaicipal Code. .
2 "CO�LIANI'SYSTEM" An ISTS which does not meet a11 tha locatioa,daigi and croa5truccion standardg of the eurre�Ocoao bfunicipal
Code but dors meet tha three foot separaLion tequirement,and which u not failic�or aa imraineat threat to public hralth or safety.
3 '�NON-COi�LIANT SYSTEM" A prohibited ISTS;an ISTS located within a d�.signaLed 100-year IIocd plain,aay ISTS which may
or may not meat all the locatioq design,or construction standazds of the curre�Oroao bfuaicipal Code and which is failin�for any reuoa;and
any ISTS with less than three feet oFuruahuatad sail oc sand batween the distri'bution device and the limiting�oil characteristia.
TANK CONDITION(5-10): � .
Tank inspec[ion indicates: .• �
� Pumpout not needed at this tima.
f> Tank must be pumpad out this year (city code requira taa}cs to ba pumped aut every 3 years. Tank wis Ibst pumped_ ),
7 Solida accumulation in LZnks is at a critical a aieical 1zvtL Tanlct should be pumped out as soon bc possibla.
8 S}stem is discharging to tht surface. Tanks must be pumped out within 48 houts to eliminate surface d'ucharge.
9 Irupection risers missing-tanks could not be inspectad Irupection risers(4"dia pipe)must ba icLstallzd in each tank at nest pumpout If tanks
hava not bten pumped out within the last three years,tEtey should ba pumped aut now.
10 Inspzctiun pipt is lacated d'un:dy over tuik ba&le(does not give accurata meazurement of solids accumulation). If tanks hava not bern pumped
out�vithin che list thrae years,thay should be pumptd out no�v.
DRAINFIELD C0�IDITION 11-14 : \\
I 1 Drain£iaid'u dry,no surfacing e�ident
1 Z Some e�idence of surfacing,not crilieal yeL - � ' '
13 Dtain£eld is sacunted and visibly dis:hatging untreated eHluent to tha surfua Contact tha City Inspartor icnmediataly.Repairs must be
compltted��Zthin 90 days.
1� Drainfiald t�Zent and eondicion unkno�ca
COM�NTS: SyS�e � � \ook.S ol�
\o -a-`-�:(�\ . ►��
Data ofInspcccion 4 .
Septic System Inspector
Natr. In the evrnt that this mspectian repod is used ta satisfy the requirements for a mortgsge or other transfa of praperty,be advucd thai this repoR does not guarazstee
or cectify that an esisting systcm will contiaue to functioa properly,bat is merety aa opinion of the adeqvary of the systzm uadec cuczeut conditioas bued on tha availabta
informatiaa
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT
�`,, �C�, INSPECTION REPORT
ti
��9kESH0�'�G
,
Owner: l� 1� `.� Address:__ [� �Q ,C��c�'� �L�.S/(�1
c�-- .
Permit #'s: ��Dates: ��fJ Contractors: JC' �1����
City ordinance number 100 requires that each on-site sewage 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.
(7his is � an existing system [ 7 new 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 uhich is operating satisfactorily by treating and disposing of the entire current seWage input
without 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 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 SYS7EM"-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 j7�1 has or [ ] has not been identified at this time. [f the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): �
T�jc inspection indicates:
(5/ Pumpout not needed at this time.
3 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. [f tanks have not been purnped out uithin the last three years, they should be purt�ped
out now.
10 Inspection pipe is located directly over tank baffte (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr,a�,�field inspection indicates:
�y Drainfield is dry, no surfacing evident.
12 Sane evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector
irtmediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): �r�, )
�a�
COMMENTS:
L` - f'
Date o nspection Se 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
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 pre�nises uith the system locptien 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 TREATI�NT
,r�`, �, INSPECTION REPORT
ti
���kESHO�'�G
,�✓� -�,
Owner• / nC Address• '�! �
�' �5�.�=i� .�i�/%�/`'t r-
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-stte sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is �j an existing system [ ] new construction)
STEM 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
uithout discharging any pollutants into ground or surface waters.
2 "CONfORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the
current City Codes, but uas installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface 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 W has or [ ] has not been identified at this time. [f the limiting soil
characteristic has not been identi�fied, this classification may be subject to revision.)
TANK CONDITION (5-10): �
T inspection indicates:
5 Pumpout not needed at this time.
Solids accurtiulation 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 possibte.
8 System is discharging to the surface. Tanks must be punped out uithin 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe> must be installed in each
tank at next pumpout. [f 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 puriped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr,�field inspection indicates:
(1]1 Drainfield is dry, no surfacing evident.
T2 Sort�e evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irtmediately. Repairs must be completed 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.): �A�
COMMENTS:
Date of Inspection ept yst T spector
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 locetien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
-
�
� � �
Phone: GReenwood 3-8352
` ARLEIGH C. SMITH
Registered Professional Engineer and Land Surveyor
16215 Wayza2a Boulevard WayzaYa, Minnesota
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12009 West Hilloway Road
Minnetonka, Minnesota 55305
November 18, 1996 �
Mr. Steve Weckman
Septic System Inspector
City of Orono Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-0066 ��� 2 �� �'�Q�
����
Re: Septic System, 660 670 ig Island
Dear Mr. Weckman:
In response to your phone call of November 13, 1996, a copy of the Septic System Construction,
Easement and Maintenance Agreement for the reference system is enclosed with both Exhibit 1 -
System Plan and Exhibit 2 - Record Survey attached.
We expect to file these documents with Hennepin County in the coming week for the 660 address
and understand Bill Bryson will file for 670.
If you have questions or desire additional information, please call.
Very ruly yours,
�
Mason C. Myers Phone: 545-8696
cc: Betty Prince
Bill Bryson
File: sobi5
�- •., , '
. •
SEPTIC SYSTEM CONSTRUCTION, EASEMENT AND
MAINTENANCE AGREEMENT
THIS AGREEMENT, made as of this 2� � day of LlI��S\, 1995,
by and between Elizabeth Foster Prince, a widow not remarried
(hereinafter called "Prince") and William E. Bryson II and Thelma
L. Bryson, husband and wife (hereinafter called the "Brysons") .
WITNESSETH:
WHEREAS, Prince is the owner of certain property located on.
Big Island, Lake Minnetonka, Hennepin County, Minnesota, legally
described as
Lots 5 and 6, Pleasant View, Lake Minnetonka
(hereinafter called the "Prince Parcel) ; and
WHEREAS, The Brysons are owners of certain adjacent property
legally described as
Lots 3 and 4, Pleasant View, Lake Minnetonka
(hereinafter called the "Bryson Parcel) ; and
WHEREAS, the City of Orono is requiring the installation of
an approved septic system to serve each property; and the parties
hereto understand that the City of Orono will approve and
authorize the construction and maintenance of a single septic
system to serve the Prince Parcel and the Bryson Parcel; and
� .,
WHEREAS, the parties hereto desire to enter into an agreement
with respect to the construction, installation and maintenance of
a single septic system to serve both the Prince Parcel and the
Bryson Parcel;
NOW, THEREFORE, in consideration of the premises, the parties
hereto agree as follows:
1. The parties agree to construct and install a septic
system to serve both the Prince Parcel and the Bryson Parcel, the
drainfield of which septic system will be located on the Bryson'
Parcel and connect by supply line to a pumping chamber and tanks
located on the Prince Parcel and further connecting by pipe lines
to the respective dwellings on the Prince Parcel and the Bryson
Parcel, all as shown on the design drawing attached hereto as
Exhibit 1.
2 . The parties shall mutually agree upon a licensed septic
ccr�tractor to construct and install such septic system, and shall
share equally in the cost thereof, and all associated costs,
including septic permit and attorney fees in connection with this
agreement. •
3. The parties agree to cooperate fully with the septic
contractor, and to allow said septic contractor access to and
across their respective properties in connection with said septic
system construction and installation. �
2
. ,
4 . The parties agree to share equally in the cost of all
maintenance and repairs to such septic system, subsequent to its
construction and installation. If either party incurs costs in
the maintenance and repair of such septic system, said party
shall notify the other party thereof in writing, and the other
party shall pay its one-half share of such costs within thirty
(30) days of such written notice.
5. Each of the parties hereto hereby grants to the other
party a nonexclusive easement for the use, maintenance and repair
of the septic system, including drainfield, supply lines, pumping
chamber and tanks, and connecting pipe lines to the parties'
respective property dwellings, all as shown on Exhibit 1. Such
easement shall include a right of access across the Prince Parcel
and the Bryson Parcel as is reasonably necessary to install, use,
maintain and repair said septic system. .
6. Subsequent to the construction and installation of such
septic system, the parties agree to attach hereto as Exhibit 2 a
copy of an "as built" survey of such septic system, which Exhibit
2 shall thereupon replace Exhibit 1 for purposes of defining the
easement and maintenance agreements incorporated in this
Agreement. The parties hereto agree to share equally in the
costs of said "as built" survey.
3
7. The provisions of this Agreement shall be binding upon,
and shall inure to the benefit of, the parties hereto, their
respective heirs, representatives, successors and assigns, and
shall run with the land.
IN WITNESS WHEREOF, the parties hereto have hereunto set
their hands as of the day and year first above written.
, � .
-�'.�i .� a-�-��-
E1 ' z �e h Fos�t,e rince
��/„� �-C �_. �''� -
� � �
William E. B /
m , o�
Thelma L. Brys n
STATE OF MINNESOTA)
) SS
COUNTY OF HENNEPIN)
The fore oing instrument as acknowledged before me this
�7'�- day of -� , 1995 y Elizabeth Foster Prince, a
widow not rema ied.
Notary Publi � �
�
� �,��•�� �I;;t{�TI C.DYSART
`���� NUTARYPUB�IGA!111NESOTA
STATE OF MINNESOTA ��A�y Cammissioa Expires Jan.31.2000
) ' x
) S S 'v�nnti�T�nnnnn��
COUNTY OF HENNEPIN)
The foregoing instrument was acknowledged before me this
o�1 S rday of � �,�.5 , 1995, by William E. Bryson II and Thelma
L. Bryson, hus nd and wife
1_. � �-�1���`��-,r..�
PAMELA K.MONTEON Notary Publ ic
NOTARY PU�t1C-i1M�yDTA
F�7�VEP1N C�VTY
�M oru+rrw 4r.�i..tt,see
4
This instrument drafted by:
William K. Wangensteen
Attorney at Law
900 E. Wayzata Blvd.
Wayzata, MN 55391
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XSoit Sorings
. $Benc?: Mork
Note= Th�s system is to be cons!r�c�ed to meet
the N�rnesot� Po,tu!�on Con��a A:,ency
Chapter 7080 b Local Ordinance
o Check all underground t��ilities
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`F-��2 a�� N�a�r�( ���-eT-�-�-,-�-� pftCPERTY OF:�:�:�,:.,�t : _-•,:�' - -
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CITY OF OROi10 )
I , Alberta ri. Strorn, City Clerk of the City of Orono,
Hennepin County, P4innesota, do hereby certify that I have
compared the foregoing cop�� of a resolutian of the City Council
of the Cit� of Orono with the original record of such resolution
in the P-Zinutes of the proceedings of said City Cotzncil at a
meeting of said City Council held on Septembef 26 , lg 83 ,
ann that the sarne is a true and correct copy o� said original
record and that said resolution was duly adopted. by said City
Council at said meeting.
In t�7itness �°7hereoi, I have here;anto set r.�y hand and
seal this 5 , day o.f October � lg 83
�
-�C��L�������.L�''Z�17vt.�
Alberta 21. StroM, City Clerk
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C�t� o� ORONO .�_ ,ty;�. : ;la �..
RESOLUTION OF THE CITY COUNCIL ��
NO. 1535
� APPROVING A LOT AREA VARIANCE FOR RECORD LOT NO S9
• � • • PURSUANT TO ORDINANCE N0 . 246 , SECTION 34 . 366
BE IT RESOLVED by the City Council of Orono , Hennepin County , Minnesota :
FINDINGS
1 . That r� � ClTt�� ���mti- � b`'� Sfai�� is (are) the
owner (s) /taxpayer (s) of rec rd of the f ollowing described property
Zocated within the RS Seasonal Recreational Zoning District of the
City :
Lot 4, Yleasant View Lake Minnetonka, riennepin l;ounty, yiinr�esuta
2 . That in adoption of Ordinance No . 246 , the City Council reviewed
ownership , development and use patterns on the islands and has
determined that all the above described property combined is and
shall hereinafter and henceforth be one "REGORD LOT" as defined
in Section 34 . 366 of said ordinance .
3 . That all the above described property when combined as one RECORD
LOT is still less than the minimum lot size required for new lots
in the RS District , but that this RECORD LOT is being used and/or
may be used in the future for any permitted use in the RS District
without adverse affect upon public health, safety , or welfare .
CONCLUSION
The City Council of Orono hereby grants a lot area variance to the above
described RECORD LOT based on the above findings and subject to the
following Conditions :
1 . This RECORD LOT including a11 the above described property combined
shall henceforth be continued in common ownership by the same person
or persons even if recorded as separate lots or tax parcels , and it
shall not be subdivided , sold in parts , reduced in area or otherwise
separated without application for and approval of a subdivision by
the City. This condition shall not preclude future sale or transfer
of the complete "RECORD LOT" as a single unit .
2 . Granting this variance means this RECORD LOT may be used for one-
family seasonal recreational use without a structure ; or a single
new seasonal dwelling may be built ; or an existing seasonal dwelling
may be used , improved , added-onto or replaced ; all without requiring
further City Council review of lot size , but sub�ect to strict comp-
liance with all building permit , setback , hardcover , on-site sewage
treatment and other performance standards for development in the
RS District .
� �
. �
; - " r *
� ' • . ,
� 1
PAGE 2 ; RECORD LOT N0 . ScJ : RESOLUTION N0 . /����
3. Granting this variance shall not vest any rights in the property
other than as specifically provided in Ordinance No . 246 , and shall
not preclude a future City Council from amending , modifying or other-
wise limiting development rights and/or performance standards in the
RS District .
4 . The undersigned has read and understood the terms of this resolution
and on behalf of himself , his heirs , successors and assigns , agrees
, that the above described property constitutes a single RECORD LOT;
agrees that the RECORD LOT use may be so limited by the City ; and
agrees to the recording of this resolution in the chain of title of
the property .
` Adopted by the Orono City Council on the,� day of � �.e� , 1983.
� ATTEST: ' CITY OF- ONO
, �
C�° �� ., , _��� �
City Clerk Mayor
, ;;_ N
, ,
( 1) , . : , �-; ;,`,c•.-. C'�
Property Owner (s)
STATE OF MINNESOTA )
) ss .
COUNTY OF HENNEPIN )
_� /! ,�/
On this ti�j - day of (� � , 19 `'_� , before me , a Notary Public within
and for said County , p rsonally appeared Wm. E. Bryson dnd
Thelma Bryson
known to me to be the person(s) described in and who executed the foregoing
instrLm�nt , and acknowledged that he (the�') executed the �same as his (their;
free act and deed . /�`
,I� ,r
_�� �,, ��. _.,,,��`�,
NO RY ,P BLIC `` ��'�'� '-� �^✓'.�;�A,��DER
� � -- -� ���INPdES07
MY COMMIS ION ��:��,,��,�5' ����vrr
aryyy�,�,,,,���,`vv�` P'resApr.22,1987
This document is being recorded for the benefit t e ���'�x
City of Orono per Minnesota Statutes 386 . 77 .
Leslie Gille e, City Attorney
State Deed Tax Due Hereon : Exempt
This instrument was drafted by :
City Of Orono
P .O . Box 66
Crystal Bay , Mn. 55323
473-7357