HomeMy WebLinkAbout2010-00932 - pool CITY OF ORONO PERMIT NO.: 20�0-00932
� 2750 KELLEY PARKWAY
� ORONO, MN 55356- DATE ISSUED: 10/29/2010
� (952) 249-4600 FAX: (952) 249-4616
ADDRESS : 809 BROWN RD N
PIN : 27-118-23-34-0006
LEGAL DESC : UNPLATTED 27 118 23
: LOT 000 BLOCK 000
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENT[AL
CONSTRUCTION TYPE : POOL- IN GROUND
ACTIVITY : 329-STRUCTURES OTHER THAN BU[LDINGS
VALUATION : $ 65,000.00
NOTE: SITE PLANS WERE GIVEN TO APPLICANI'ON PERMIT#2010-00939 ISSUED l0/27/l0 FOR ZONING/LAND AL'I'ERA"CION.
OK'D BY MELANIE.THESE PERMITS WERE TO BE ISSUED AS ONE.
NEWSWIMMING POOL
ADVANCED PLAN REVIEW FEE OF$516.26 WAS PAID BY CREDIT CARD
APPLICANT PERMIT FEE SCHEDULE 794.25
QUALITY POOLS STATE SURCHARGE(VALUATION) 32.50
10350 WOODHILL BLVD
LAKEVILLE, MN 55044 MISC FEE 0.00
(612)985-7665 TOTAL 826.75
PAID WITH CC# 4948
OWNER
HAHN,JERAD& LESLIE
809 BROWN RD N
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
"Chc work for which this pern�it is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permi[is for only the work dcscribcd and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance� ith the State Building Code.This permit may be f�
revoked at any time for ca se. � `��
� l � l ,(/ I,� � ' .,�,,� �}/n�f�� � �C���j
Applicant P rmitee gnature Date � � ��
[ssued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
. . � _ P �i �� _
, , .-����-� � �� S � �'
City of Orono b � �° .� ��
� ��
� Buildin Permit A licatio ��� � ��
J pp � I� 0 �
for New Structures or Additions - - �a�� �S
Mailing Address: Permit number: /0 -��Gf�
���� PO Box 66
Crystal Bay, MN 55323-0066 Date received: �� D �/O
�� �� ��
� ����z��.
II� t����`�' �.�� StreetAddress:' Received by:
� .�.��
��'� � z 'r� ��� 2750 Kelley Parkway Plan review fee: ��
, ` �����. �,/
t�4.trESK 4�' ' Orono, MN 55356 �� �� _ � � �� /
Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please prinf)
GENERAL INFORMATION:
Job Site Address: �� ��;;,,r��.�,�i �.�� fti�i:���
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes [�-Pdo
If yes, a special event permit rs required wrth Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMAT,��1N:
Name: �'c/,.Lj� f�cj'e���
State License # ` � Expiration Date:
Phone: __C �� ��j (office q Z - � " ' ' cell
Mailing Address: ��� i�---p � '�� ;� .� '_ � � Cit : � �, . ZIP: ��
Contact Person: Applicant is: racto / Homeowner (Circle One)
Email and/or Fax: ,( , � .,' �� � �j,
PROPERTY OWNER INF9 RMATION:
Name: f,/����-�,
Phone (day):
Address: � ,:��,��„N ��� � City: ��,�/'/�J ZIP:��'�.3�',,�
Email and/or Fax
ARCHITECT/ ENGINEER INFORMATION:
Name:
Phone (day):
Add ress: C ity: ZI P:
Email and/or Fax:
PROJECT INFORMATION:
1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal &
tJ"New Construction ❑ Sin le Famil with �Nater Supply
g y ❑ Residence
❑ Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
❑ Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial
❑ Other: s eci ❑ Private Sewer
( p fy) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
"*Any earth movement may require ❑ Commercial ❑ Other(specify)
MCWD review& permits. ❑ Industrial
❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (sp�fy) �
18202 Minnetonka Blvd ,� ���1 �„���
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ ��'��
Last Updated: 9/29/2009
- 17 -
, �
STRUCTURE INFORMATION: � ,
1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction �
a. Length (ft.)= �� Number of bedrooms= ❑ W9od/Frame
[�'�lasonry
b. Width (ft.)= �' Number of garage stalls: ❑ Metal
Attached = ❑ Pole Bldg.
Areas in square feet �� Detached = ❑ ICF
❑ On-site Prefab
c. Basement= ❑ Off-site Prefab
d. 1 St Story = ❑ Other(please specify):
e. 2"d StOry=
f. '/2 Story =
g. Total Area= ' �;
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
N ot
Enclosed Applicable
� ❑ Permit Ap lication
� ❑ Pro osed Buildin Plans
� ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
� ❑ Surve meetin all re uirements
� ❑ Sto�mwater Pollution Prevention Plan
� ❑ Hardcover Calculation(s
� ❑ Se tic S stem Site Evaluation Re ort
� � Access Permit
� ❑ Wetland Buffer Im rovement Plan
� ❑ En ineered Plans for Retainin Walls 4 feet or above
� ❑ Plan Review Fee
� ❑ Other
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law.
If you refuse to supply the information, the application may not be issued.
� � ���G�
AppficanYs Signature: Date:
Last Updated: 9/29/2009
- 18 -
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HARDCOVER CALCULATION WORKSHEET � �(�(,j �
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ' 500-1000'
'�,.p10 - OoQ31-�'
EXfSTING HARDCOVER IN ZONE �(� -O��'
A. House x = S.F.
Length Width
X - S.F.
X = S.F.
B, Garage x - S,F.
C. Driveway x = S,F.
x = S.F.
D. Sidewalk 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.F.
Y'
G. Retaining x = S.F.
Walls
H. Other x = S;F.
TOTAL HARDCOVER IN ZONE - D S.F. A
TOTAL PROPERTY AR�A IN ZONE - 2q,q30 S.F. B
q + g x 100 = O %
PROPOSED HARDCOVER IN ZONE
A. House x = S.F,
Length Width
x - S.F,
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F,
x = S.F.
D. Sidewalk. x = S.F,
x = S.F.
E. Patio/Deck x = S.F,
X = S.F.
F. Landscape x = S,F,
Underlain x = S.F. C� N Z
By P las tic x = S.F. ; d �
m O
G. Retaining x = S.F.V c�.i O
Walls LL� � �
. � Q
H. Other x = S.f=. U
-G�AL HARDCOVER IN ZONE - S.F, A
-�.;�;;''� rROPERTY AREA IN ZONE - S,F. B
,� = B x 100 = %
, � L����� �,��,� �.�- �►� �-��, �.�-�r�,�-��
�--s-��
HARDCOVER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' ��z5o� 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = � � I S.F.-Plfi'{ NOv�F
Length Width
X = S.F.
X = S.F.
B, Garage x = S,F.
C. Driveway x = S,F.
X = S.F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = "��1 S.F. " �'��� ���'���
X = 3 I'l s s.F. ,pva c_# P.��-r�p
F. Landscape x = SZ'14 S.F. � ��,�i�
Underiain x =
By Plastic x = Ztg'L_S.F. ��'�����i�
y-
G. Retaining x = 4�j2 S.F, —BcvL►�Er2 w,GLI
Walls
570n�� l�G1�2p��'?'�
H. Other x - �� S'F' NE�iR p�,.,�+y�v,�
TOTAL HARDCOVER IN ZONE - C1:q�S.F. A
TOTAL PROPERTY AR�A IN ZONE - SS� 120 S.F. B
A Qa�1�a`� + B ��3, I�D x 100 = �i ,2� %
pROPOSED HARDCOVER IN ZONE
A. H ouse x = S.F,
Length Width
x = S.F.
x = S.F.
B, Garage x = S,F.
C. Driveway x = S.F.
X = S,F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = S.F.
X = S.F. Q N �
F. Landscape x = S,F. � � �
Underlain x = S.F, W � O
By Plastic x = g,F, t3 ;''� O
� �
G. Retaining x = S.F.� `G �
Walls V
H. Other x = S,�.
TOTAL HARDCOVER IN ZONE ; - S,F. A
TOTAL PROPERTY AREA IN ZONE - S,F, B
A = B _ x 100 = %
, �.�'�G�E ��r�� � �� ��c. 2.7-I1�-2,3
, a�-s-�z
HARDCOVER CALCULATI4N WO�KSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = �-�-3S 7 S.F.—EX�ST. I-Fpv��'
Length Width
x = ��!"7 S.F.—F�ce,�'� ����.�w;,��
x = S,F.
B, G'�age x - �}-� 6 S,F.-�02Gf�
Vf2��/,�s,�+.�� -6�L
C. Driveway x = 9��2 S.F.-i5����
x = S.F.
D. Sidewalk x = I(�7 S.F.-�aG, �,4[..��-�
4 -�rEP�'����x���Sx ���-Srn�rzw�� = t S� s.F. 5��
E. Patio/Deck x = �323 S,F. —DF�K+STCi�
x = SA s.F.—Poo�. 'Pfr�ti o
F. Landscape x = ��'R � S.F-1�pGl� bM �i(;f�I[,
Underlain x = S.F. '
By Plastic x _ _ _ I-72l-I� S.F. -Rvu4. os� �ki�;p7��
y.
G. Retaining x = �'��" S.F,-�DuI�Q�'P'� �,�U�,�"
Wa!Is
H, Other ?�� 1�/G P�il�� x 22 S� - �'�'nr�?r?/�T�dt = ��j S.F.
TOTAL HARDCOVER IN ZONE - 2Z�t�{- S.F. A
TOTAL PROPERTY AR�A IN ZONE - �'S,03C� S.F. B
A 'LZ�r��'jtf' = B ��� ��� X 100 =� Z4,2�7 %
pROPOSED HARDCOVER IN ZONE
A. House x = S.F,
Length Width
x = S.F.
x = S.F.
B. Ga�ay� x = S.F,
C. Drive���ay x = S.F.
x = S.F.
D. Sidewalk. x = - S,F,
x - S.F.
E. Patio/Deck x = _ S.F.
x = S.F.
Q
F. Landscape X - S'�'W o O
Underlain x _ = S.F.� c�, �
By Plastic x = S.F,W m O
N
V L!'
G. Retaining x = _ S•F•�W � �
Walis Q �
H. Other x = S.F. V
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - _ S,F. B
q = B x 100 = _%
. � � L.�S�«. ��a+�� ► �� s,�� , 27-���-°�3
as-�-,-a--
5-�2 .va Cae,�.�GFS
HARDCOVER CALCULATION WORK�HEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ' S00-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length W idth
x = S.F.
x = S.F.
B, Garage x — S,F.
C. Driveway x = ��7�+� S.F-•`��6��.�+��Y"
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Landscape x =
I Z i s.F.—R�.�. �,� ���c
Underlain x = S.F.
By Plastic x = S,F.
y.
G. Retaining x = 2�� S•�•' �p�L����
W a I I s W�G��,�
H. Other X =
I t7 S;F. � S��-L�'��`�
TOTAL HARDCOVER IN ZONE - {,067 S.F. A
TOTAL PROPERTYAR�A IN ZONE tFXs�. �'�``c""'`�� ��•R-�"� _ 5�I-�13�I S.F. B
A �r��,"] + B C/�'"�1�� x 100 = L,21 %
pROPOSED HARDCOVER IN ZONE
A. House x = S,F.
Length Width
x = S.F.
x = S.F.
G7. JG�age � x = S.F.
C. Driveway x = S.F.
x = S,F.
D. Sidewalk. x = S,F,
x = S.F.
E. Patio/Deck x = S,F.
x = S.F,
F. Landscape x = S.F. L� c�, ,Z
Underlain x = S.F,; N �O
By Plastic x = S.F,W c� O
N �
G. Retaining X = j�F•W � O
Walls Q' �t �
H. Other x = S,F. V
TOTAL HARDCOVER IN ZONE - S.F, A
TOTAL PROPERTY AREA IN ZONE - S,F. B
q = B x 100 = %
Plan Review Checklist for New Structures / Additions
I�:.ddress/ PID/ Legal: �� � d� � � � ,1y�
Description of�rvork: � C� �
Septic review by: r� r� Date Approved: (�i�� L�•—!y
Zoning review by: �� � Date Approved;_1 U`' ��� � r;%
�
Building review by: Date Approved: �U -2Z�C�
Grading review by: Date Approved: 1 �.^ �' �� �f(;'
Zoning File #: Resolution#: Resolution Qate:
Zonin District Fire Department Post Office School District
Zoning: Lot Area: SF/AC Width: Depth:
Survey Submitted: ❑ Yes ❑ No Date of Survey:
Pro osed Setbacks: --.
Front(Lake) Re (Street) I ( N S E W ) ( N S E W ) O e ui dings Wetland
� � Side Side
I
Building Defined Height: Building Peak Height: # of Stories Ok?: ❑ YES
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
START WITH the distance between the basement floor/crawl START the distance between the slab and the highest
space floor and the highest roof peak, the top of WITH roof peak, the top of the cornice of a flat roof,
the cornice of a flat roof,the deck line of a the deck line of a mansard roof, or the
mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type i
or other arch-t e roof roof �
SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window �
hi hest roof eak of a itched roof and hi hest roof eak of a itched roof '
SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest i
space floor and the highest existing grade within existin rade within the foundation
the foundation or 10 feet, whichever is less. EQUALS Defined buildin hei ht
EQUALS Defined buildin hei ht
Lot Coverage: SF %
Shoreland District MCWD Permit Received Average Lakeshore_Setback � g
❑ Yes ❑ No ❑ N/A ' ❑ Yes No
Y s ❑ No ❑ Yes ❑ No N/A
Permit Number: Setback:
HardcoverZones Existin � Proposed Variance lired � CUP Requ e
0-75' ❑ Yes ' ❑ Yes o
i 75-250' , ?�j�CfJ TYPe(S)� Type(s):
250-500' /� � � �
� 500-1000' i I
REMARKS (in-house):
Updated: 09/11/2009
z:\formslplan review checklist.docx
Fees to be Charged YES NO
Permit.: ;->,. ,, i� ,�. .. - .
Plan Review � _
State aSu rcharge
Investigation Fee
':Si4C=;�NumberAf<S�4C Units
Sewer Connection
1Nater;Connecxion `
, . . .__
Park Fee
`�Srte Ins�pe�c�tion� �
_
Other (specify)
;Miscellaneous Fees � � i.. . , :: � ..:::.;1
., ._,_,,
Calculated By:
� Square Footage $ per Square Foota e
Basement X - $
15t Floor X = $
2"d Floor X = $
Garage X � - $ '
Estimated Construction Value: $ (0 5 , OOC� `�
Orono Inspections Required Work Requiring Separate Permits Required State Permits
i
❑ Site � ❑ Plumbing ❑ Grading / Filfing ❑ Well
❑ Hardcover Removal �Mechanical ❑ Fire Electrical
Footing �, ❑ Septic ❑ Water Connection
❑ Poured Wall ❑ Fireplace ❑ Sewer Connection
❑ Foundation Survey ❑ Masonry ❑ Lawn Irrigation
❑ Radon Rock Bed �' ❑ Mfg.
❑ Framing ❑ Other(specify)
� Insulation
❑ As-Built Survey
�Final
❑ Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: ❑ YES ❑ NO New: ❑ YES ❑ NO
REMARKS (TO BE NOTED ON PERM(T AND INfTIALLED BY PERSON PULLING PERMIT)
Updated: 09/11/2009
z:\forms\plan review checklist.docx
, 2335 Highway 36 W
St.Paul,MN 55113
, Te1651-636-4600
• Fax 651-636-1311
www bonestroo.com
October 26, 2010 �Bonestroo
Melanie Curtis
Planning and Zoning Coordinator
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 809 Brown Road North
File No. 000139-10000-2
Building Permit #2010-00932
Dear Melanie:
We have reviewed the plan for the proposed pool at 809 Brown Road North. The plans are dated
10-26-10. We have the following comments with regards to engineering matters:
• The plan addresses previous engineering comments and appears acceptable.
• This project will disturb more than 100 CY of material. Sediment and erosion control
information meeting the requirements of Orono's City Code 79-7(c)(2) must be
submitted. The minimum $2000 sediment and erosion control financial securiry should
be required of the owner for this permit.
If you have any questions, please call me at (651) 604-4894 or send an email to
darren.amundsenCc�bonestroo.com.
Sincerely,
BONESTROO
�-____� —'__.��i__�
Darren Amundsen
Cc: Tom Kellogg
, 2335 Highway 36 W
St.Paul,MN 55113
Te1651-636-4600
, Fax 651-636-1311
www.bonestroo.com
October 14, zo�o # Bonestroo
Melanie Curtis
Planning and Zoning Coordinator
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 809 Brown Road North
File No. 000139-10000-2
Building Permit #2010-00932
Dear Melanie:
We have reviewed the plans for the proposed pool at 809 Brown Road North. The plans are
dated 9-27-10. We have the following comments with regards to engineering matters:
• It appears that the proposed retaining wall on the south and east side of the pool is
approximately 5.5 feet high. Engineered design and details should be submitted for
review and approval for all retaining walis over four feet in height, and for all tiered walls
with a separation of less than two times the wall height.
• The plan notes that excavated material from the pool construction will be placed on site.
It appears that 150 cubic yards will be used as general area fill and that 225 cubic yards
will creat� a berm. These fill areas should be specifically identified on the plan and
design contours provided for review.
• This project will disturb more than 100 CY of material. Sediment and erosion control
information meeting the requirements of Orono's City Code 79-7(c)(2) must be
submitted. The minimum $2000 sediment and erosion control financial security should
be required of the owner for this permit.
If you have"any questions, please call me at(651) 604-4894 or send an email to
darren.amundsenCa�bonestroo.com.
Sincerely,
BONESTR00
�_J -�'_�-._�
Darren Amundsen
Cc: Tom Kellogg
L�s��� ����, o -,� �w ���, ��-�,� �j
� HARDCOVER CALCULATION WORKSHEET
SETRACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length Width
x = S.F.
X = S.F.
B, Garage x - S,F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk 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.F.
Y.
G. Retaining x = S.F.
Walls
H. Other x = S,F.
TOTAL HARDCOVER IN ZONE - D S.F. A
TOTAL PROPERTY AREA IN ZONE - _��30 S.F. B
q T g x 100 = O %
PROPOSED HARDCOVER IN ZONE
A. House x = S.F,
Length Width '
X - S,F.
x = S.F.
B. Garage x = S.F,
C. Driveway x = S.F.
x = S.F.
D. Sidewalk. x = S.F,
x = S.F.
E. Patio/Deck x = S.F,
x = S.F
F. Landscape x = � �
Underlain x = S.�.
By Plastic x = � `
G, Retaining X = j '
Walls
H. Other x = S,F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S,F. B
q = g x 100 = °�
L�sc.�� �I��,� �� ,�, �►�� ��°c, `�.:��r��- z�
� � HARDCOVER CALCULATION WORKSHEET
SE�BACK ZONE: (CIRCLE ONE) 0-75' S-250' 250-500' ' 500-1000'
EX[STING HARDCOVER IN ZONE
A. House x = � � � S.F,-��IY NOv;,�
Length W idth
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk x = S.F.
x = S,F.
E. Patio/Deck x = '��.'x S.F. - �.`.������ ���"@"'��
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
Y'
G, Retaining x = `�3 S.F. —Ba1Lr�E�2 �.,.%u�l
Walls
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - 7�'� S.F. A
TOTAL PROPERTY AREA IN ZONE - SB, I2p S,F. B
A ��'S = B ��3, I�D x 100 = t�,�D %
PROPOSED HARDCOVER IN ZONE
A. House x = S.F.
Length Width '
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk. x = S,F,
x = S.F.
i�22�t�;.r3 ��L?E
E. Patio/Deck x = +3�Zf� S.F- �� �,`�,�
x - S.F,
F. Landscape x = S,F,
Underlain x = S.F.
By Plastic x = S.F.
ORD�oSrp
G. Retaining x = �'�d� S.F. - .�����?
Walis
. w��L5
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE �1D5 r3116 383 I - 3�3?, 4 S.F. A
TOTAL PROPERTY AREA IN ZONE � - t3��I Z 4 S F, B
A 3� 3�1 - B �'�,' t 0 x 100 = �,s�' °�
��L►� �,��� ����9i4�� Ir� ���c. 27-I1� -�.,�
� HARDCOVER CALCULATION WO$KSHEET
SETBACK ZONE:_ (CIRCLE ONE) 0-75' 75-250' �50_500' ' 500-1000'
EXfSTING HARDCOVER IN ZONE
A. House x = �-�5 7 S.F,-�.x+ST, t-fQ�r';�
Length W idth y'' �ry
� x � . i�.7 �� / .S.F. '�.'..t.�,. l•':..�?1..����:V1(�
x = S.F.
B. G'a�ge x = 4'I6 S.F.-�02G�{
Uiv��.F�:,�.ara� —f h�:,�L
C. Driveway x - 9�it2 S,F.�F������
x = S.F.
D, Sidewalk x = It�? S.F.-Gc�n�G, w�[..i�-�
x = S.F. S"��
E. Patio/Deck x = ��'� S.F. w�������'����
x = S.F.
F. Landscape x = :c�.c� � S.F:�TtG'41� brl F�(�1���.
Underlain x = S.F.
By Plastic x = S.F.
y.
G. Retaining x = 2�5 S.F.-�4u�.q�';°� t�a,���,�,�'
Walls
H. Other ��� ��� P�D� x 22 S� - G�NEr�/a�",��t, _ `:�� S.F.
TOTAL HARDCOVER IN ZONE - L��7fj S.F. A
TOTAL PROPERTY AREA IN ZONE - �{'S;C�3fJ S.F. B
A �� �7b = B ��`t(��� X 100 = � �.(>G7 %
PROPOSED HARDCOVER IN ZONE
A. Hause x = S.F.
Length Width
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk. x = f1� S.F,-PRr7Q��4'r� �,,u1�yL
x = S.F. ��"t �r,�
E. Patio/Deck x = �� ��� S,F,-���'"�s"D'A���'� ��`
x = S.F.
,1�,«�� ;r,.:,�>,:�,
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x - PRD�E�.1
W a I I s �-3 f� S.F,- �+��+�rc a,�^�",�t.�.3
H. Other x - �f'� S.f=.-� Nw� ����,
TOTAL HARDCOVER IN ZONE ZO,�"�g ,� �� � - �,6�05't� S.F. A
TOTAL PROPERTY AREA IN ZONE - '�'�'>'. Cr'�;F S.F. B
A 2/,oS'� = B ���C93R� x 100 = ,�, 1 �_%
��s��� 4���� ► � ��� z� � � °��
ro-E-��
� � HARDCOVER CALCULATION W�RKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F,
Length Width
x = S,F.
x = S.F,
B. Garage x - S,F.
C. Driveway x - �'7'� �' S.F:-~�3��'�``.�.���;6'"
x = S.F.
D. Sidewalk x = S.F.
x - S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Landscape x =
� Z � S.F...�rr>t�c� ��`'� ;�"fi�f";,; '�r.
Underlain x = S.F.
By Plastic x = S.F.
Y.
G. Retaining x = 2� � S.F.- ����-����
Walls 'WlaLG�
H. Other x =
1 CI S,F. " �L�r'�t`:.:a
TOTAL HARDCOVER IN ZONE - {�D67 S.F. A
TOTAL PROPERTY AREP, IN ZONE �FXct, �4��tcN`Ro rt.a.�,..� _ c�c�.f��,� S.F. B
A �t�(,`] + B ��"�1�q x 100 = � � I ,Z.I %
PROPOSED HARDCOVER IN ZONE
A, House x = S.F.
Length Width
x = S.F.
x = S.F.
B. Garage x = S.F,
C. Driveway x = S.F.
x = S.F.
D. Sidewalk. 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.F.
G. Retaining x = S.F.
Walls
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
q = B x 100 = %
MEMORANDUM
DATE: 11 October 2010
TO: Tom Kellogg, City Engineer
FROM: Melanie Curtis, Planning & Zoning Coordinator
RE: Building Permit #2010-00932
Please review the enclosed information for a new pool, patio and grading at 809
Brown Road North and provide comments by October 18tn
Please call me at 952.249.4627 if you need additional information (pool plans) or
if you have any questions on the attached information.
Thank you,
Hennepin County Property Map Print Page 1 of 1
Hennepin County Property Map - Tax Year: 2010
The data cvntaineA on th"s page is derived fiwn a cnmpilatfon�records arW maps and may cwrtain disaepanaes Mat on only be dsclnseA by an accura[e survey perfortned by a licen5e0
Wnd surveyor.The perimeeer a�M area(square faaage anG acres)are apprwcimates and may contain discrepancies.The informaYion on this page shoulG be used for reference puryoses only.
Flennepin County Aoes fw[gua2ntee the accuracy of matenal l�erein containe0 anA is not responsible for any misuse ar misrepresenWtion of this information or its Aerivatives.
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Selected Parcei Data Date Printed:ZO/4/2010 3:12:13 PM
Parcel ID:27-118-23-34-0006 Current Parcel Date:9/3/2010
Owner Name:LESLIE N BARRY
Parcel Address:809 BROWN RD N,ORONO,MN 55356
Property Type•RESIDENTIAL Sale Price:$407,100.00
Homestead:HOMESTEAD Sale Date:02/1998
Area(sqft):296040 Sale Code:
Area(acres):6.80
A-T-B:ABSTRACT
Market Total:�1,862,000.00
Tax Total:¢20,442.18
http://gis.co.hennepin.mn.usiHCPropertyMap/Locator.aspx 10/4/2010
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Tagelus filters are known around the worid for their ;, '�?!�,�_,,._..., ,
ability to deliver clean,clear water,with minimal �' � � ' '
maintenance.Their time-proven design ensures crouble-free ' '
performance and long life. � f
Additional features include: �� ., �
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channeling and extend filter cycles. ,�
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•Ten-year limited tank warranty.See warranty for j '
complete details.
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Tagelus Top Mount—Sand Filter
�� n �
t Model Filter Vertical* Filter Required Flow Rate GPM Turnover Capadcy(Gallons)
''+n,;���� Number Area Sq.Ft. Clearance Diameter Sandr(Ibs.) Res.** 6hrs. Bhrs. 12hrs.
TA 35D 1.4 41" I5J5" 100 35 12,600 16,600 25,200
TA 40D 1.8 47" 18.75" 175 40 14,400 19,200 28,800
TA SOD 2.3 51.5" 21.25" 225 50 18,000 24,000 36,000
TA 60D 3.1 57" 24" 325 60 21,600 28,800 43,200
�"� TA IOOD 4.9 65.5" 30" 600 100 36,000 48,000 72,000
V'� *Required dearance to remove the valve
**Maximum flow rate
rUse standard#20 silica sand
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,y;; comfort and convenience options to add a
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--j .l'��_::
, automatic sanitizers
• � ; automated controls
�M;�� ..;, �' heaters
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$ ���� � ,��vb���v �J,� }IA�j .
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Pool ProductsTM
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Phone:800-831-7133 • Fax:800-284-415� • www.pentairpool.com
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Pr�nted in USA�OPentair F'ool Producu,Inc.
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� Technical Data
�►igit�l and Milliv�lt �as Heater. s
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FIhSjA(�
ONq� fp���.�`Y
S�iPFq�FSTIB
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(3-3/B"ASME) ---�--
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INDOOR � '
DRAFTHOOD -- �
32-11/16" 40" DESIGp
38�� FLECTRIGAL � STACKLE99
CONNECIiON • O OUTDOORTOP Ai
1� -- 26-5/8" � �E�� �
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13-1/4" �
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'- A -� �� ___ 2e.
Digital 4 2
Shipping Weights (Ibs)
BTUH (A) (B) (�) wl Polymer wl Cast Iron
Headers Headers
Heater Input Cabinet Flue Indoor (J) Gas Water and Stackless and 5tackless Indoor
Model (000) Width Diameter Drafthood Minimum Conn. Conn. Top Top Drafthood
R206A 199.5 20" 6" 61-5/8". 11-7/8" 314" 2" 187 206 12
R266A 266.0 23" 7" 62" 11" 3/4" 2" 210 229 15 ._, -
R336A 332.5 26" 8" 63" 10-5/8" 3/4" 2" 230 249 17
R406A 399.0 29" 9" 64-1/2" 12-5/16" 3/4" 2" 249 268 20
Designation for a Digital heater using propane gas is "EP"; a Digital heater using natural gas is "EN°.
Designation for a Millivolt heater using propane gas is "MP"; a Millivolt heater using natural gas is "MN".
Prefix "P" is for plastic (polymer) headers; "C" is for cast iron (ASME) headers.
Suffix "X" is for cupro-nickel tubing; "C' is for copper tubing
Example: P-R406A-EN-X = Plastic headers, 406 model size, digital, natural gas, cupro-nickel
Reduce input 4% for each 1000 feet above sea level when installed above 2000 feet elevation.
Manufactured under Patent No. 3,623,458.
Plastic (polymer) headers cannot be used for installations requiring ASME certification.
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Heating Products
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the lowest operating cost and long,ti-ouble-free fife wiU, „soR,M
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minimal i�aintenance, Oui�le_endar h draulic desi n J5 3HP "���eed
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� One-year limited w���ranty: See warranty for details.
; �; ' Pentair �
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Because reliabilirymatters most`
www.pentair-pool.com
Phone:800-831-7133 Fax:800-284-4151
pumps �`filters / heaters � heat pumps / automation i lighting / cleaners / sanitizers / maintenance products
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NOo Fa�t#P I-�22 (HSF) � U� � ��� OO 2006 Pentair Water Pool and Spa,Inc All rights reserved '
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ability to deliver clean,clear water,with minimal '� �
maintenance.Their time-proven design ensures trouble-free '' ' � .
<�_ _ _
performance and long life. � �;
� �
Additional features include:
e.�
• 360°diffuser keeps sand bed flat and level to eliminate '�:�.,
r
channeling and extend filter cycles. ""` '
- " • Combination sand and water drain speeds servicing
and winterizing. ,
F
•All internal parts are threaded for ease of service.
•Ten-year limited tank warranty.See warranty for `' �
complete details.
?�y�'-Y�v9
TagelusTop Mount—Sand Filter
� h ,
y�� � Model Filter Vertical* Filter Required Flow rtace GPM T���o�e�Capaciry(Gallons)
'xv.._ � Number Area Sq.Ft. Clearance Diameter Sandi(Ibs.) Res.'^* 6hrs. 8hrs. 12hrs.
�
TA 35D 1.4 41" I5J5" 100 35 12,600 16,800 25,200
TA 40D 1.8 47" 18J5" 175 40 14,400 19,200 28,800
TA SOD 2.3 51.5" 21.25" 225 50 I8,000 24,000 36,000
TA 60D 3.1 57" 24" 325 �60 21,600 28,800 43,200
TA IOOD 4.9 65.5" 30" 600 100 36,000 48,000 72,000
*Required clearance to remove the valve
' **Maximum flow race
fUse standard#20 silica sand
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. � ��;�
- � i !� °' automatic sanitizers
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' > automated controls
��: ,��,, ;��� � heaters
.�%` ����. '
� k��." ` � �� automatic cleaners
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, ���°� �,
������ � � �,��-,��,� � �� � � � ,�,� x�° � � automated color lic�hting
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� Because reliability matters most
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Phone:800-83 I-7133 • Fax:800-284-41 S I • www,pentairpool.com
�� 2/01 Part NPI-DIO
Printed in USA OO Pentair Pool Products,Inc.
SKIMMER LAYOUT and SUCTION LINE SIZING
NOTICE: Installation must comply with all applicable ��`'� � ��
codes, including NSF Standard 50 (if required). Equalizer � � i •
lines may be required on public pool or commecrical � ' i �------- o �
pool installations. i i � o
i i i .
1. Use one skimmer per 500 square feet of pool surface �_ i_� �
area. Suction line sizes are based on a water velocity �._:_;.,
of less than seven feet per second. Since building 18" -�—�-� � ' 18��
codes vary, check your local building code before �"" ; • Ref
installing pool and skimmers. i't'r I
2. Suction line sizes for each section of piping must allow ; , i ;, � ;
for the total number of skimmers feeding that section � � ' h I
of the line. Suction line sizing in Chart I allows for this. ; � ' o' ,
, � �
3. See Figures 2 and 6, Pages 2 and 3, for piping layout. �-�� ' �
See Chart I, Page 3, for suction pipe sizing. Plan VieW
1"Vertical
4. Divide skimmers as equally as possible between the adjustment
main branches of the piping layout. of frame to 27"
5. For long pipe runs (in which friction can reduce flow accommodate � 11'/.Ref
and pressure), refer to your friction/flow chart for misalignmen= �„ 7y�
proper pipe sizes.
6. When planning location of skimmers on one-and two-
skimmer outdoor pools, locate skimmers so tha[ the ° 4'/s
prevailing wind blows into the skimmers. To Pump _ Q
INSTALLATION Suction t
0
Concrete: See Figure 7 for basic dimensions. Top cover i '
frame has 1" vertical height adjustment.
NOTICE: Skimmer MUST be surrounded by at least 4" of 26" I � � o
pool structure concrete in a monolithic pour, using a cold
joint as shown in instaliation drawings. 2�� ' '
Line Connections and Testing: Connect pump inlet line 2�� ° •
to rear port in bottom manifold (Figure 7). Skimmer is ABS - - -
plastic; manifold connections are 1-1/2 or 2" threaded or o ° .� Q -
1-1/2" slip. For threaded connections, do not use pipe J�
dope; to seal joint use RTV Silastic #732* (preferred), Alternate � tqualizer d
teflon tape, or Plasto-)oint Stik**. For slip connections, $eCtlOtl VieW Line from
apply PVC primer to PVC pipe only. Then apply ,�BS to Main Drain.
PVC solvent cement to both pipe and slip connections.
Consult dealer for correct solvent cement for pipe used. �-
Assemble joint per cement manufacturer's instructions. ,
Allow at least 3 hours before pressure testing. �� , r�
AWARNING plastic cements and primers can be flam- �
mable, poisonous, or both. Closely follow cement man- I
ufacturer's instructions when using plastic cement. �� \��`---��� II
�� �� i �
In installations where equalizers are not required and �� �� I
where the main drain line does not connect to the skim- �-- II II T
mer equalizer port, low water levels in the pool or �) II II II
clogged skimmer baskets may damage the pump due to �I II == II II
loss of prime (if skimmer sucks air) or cavitation (if skim-
mer clogs). Any air pulled in by skimmer(s) can be �i �� �� II
trapped in filter tanks, which is a safety hazard. If skim- II
mer regularly sucks air, raise pool water level or contact �—'— �'_ =I� _ ==r
your pool service representative for advice. � �� � �
•Dow Corning Front View
""Lake Chemical Co.,Chlcago,IL
Figure 8: U-3 Skimmer Installation
Drawings and Specifications
,
Page 3 of 8 , DUAL SUCTION OUTLET SET ISDUALSWG REV D
• RECOMMENDED SYSTEM SPECIFICATIONS:
ACCEPTABLE PIPE SIZE FOR MAXIMUM Flow vs Pressure Drop
RECOMMENDED
SYSTEM FLOW RATE PER APSP-7 °
� � � � � �--�--vr—.,�� � �
-0.5 cv r� �n co � ao rn o �--e�a
(6 FT/SEC IN THE BRANCH LINE) _, � � � '� ��
Pipe Sizc Flo�v rate Pipc Size Flow rate =a, _t.5
[mm] GPM [inm] GPM [Liter/Min] z _2 �
[Liter/Min� � 2 5
- __ _ _ _
_
1 '/2" 40 2 '/z" 90 ; -3
_
[50] [150] [75] [340] � -a.5 --- _. . _----
2" 63 3" 138 -4 �
-4.5
[63] [240] [90] [522] -5
Chart 1 GPM Flow
Note: 1"Hg= 1.13 ft of head
WGX1048E Suctioi� Outlet Covers are rated for Floor Only at 125 GPM �'IG 1 B ttom�I,ne n t�aes�sun,P
WG 1048EW Suction Outlet Covers�are rated for Wall oi•Floor at 72 GPM
In the event of one suction outlet being blocked, the remaining suction outlets serving that system shall have a
flow rating capable of the full tlow of the pump(s) for the specific suction system.
Example: In the System show�l in Diagram 1, two (2)"Floor Only"suction outlet covers are selected and mounted.
Tllese covcrs are individually i-ated for 125 GPM. For a desired flow rate through the pump of 100 GPM, a minimum
pipe size fi�om the Chart 1 is selccted at 3". At the desired flow of 100 GPM one cover could be partially blocked
and the othei•suction outlet f1o�v would be below the rated 125 GPM of the"Floor"mounted suction outlet cover.
Since there are two outlets filowing in not-rnal operation, and the allowable velocity in the interconnecting piping is
only 3ft/sec, the same pipe size is required in the interconnecting piping.
Example: In the System s}io�vii in Uiag►•am 2, one(1) "Floor Only" suction outlet cover, rated at 125 GPM, and one(1)
"Wall or Floor" suction outlet co��er, rated at 72 GPM are selected and mounted. For a desired flow rate through the
ptmip of 50 GPM, a miniilium pipe siae from the Chart 1 is selected at 2". At the desired flow of 50 GPM either
cover could be totally blocked 1nd tl�e other suction outlet flow would be below the rated 75 GPM of the wall
�nounted suctioii outlet cover. Note: Flow may be limited by entrapping force in dual suction systems.
�linimum distance 3 feet 1�ua1 (�t�tlets an C7iff�rent Nlanes
� (Cie�ation or Plan Vie�w)
(Pipe Centerlines) F,�orout,�tS,
Total system rated
flo«� 125 GPM Wall
i
75 GPM rated
��,,:, �.�;�; Total System rated
' ;x flow 75 GPM / Interconnecting
�ntercounccting �� piping
piping �
� .,.,.. System branch piping
System 125 GPM Rated
Branch piping �
.............•r.�-=,.�.._...__.
i ?
Floor ¢.,., . .: �
Diagram 2
Diagram 1
�HAYWARD Pool ProdUCts www.haywardpool.com ;
AHaywarA IndusUies,lnc Company
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!� PermitWorks z� ,' ;: . �:
File Transaction P�Aaintain Reports
_ _.�_.__.� _—
f' Gec�ase Prcperty Reccrd ' o__? 0 �__��
*` Permit I � I � � �+
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Permit Address: gQg grown Rd N � hlain �IN Address
�' Ar.iditionai PIN Ad�-! .-
General� Fees Inspectans(2y � �otes � Applicant Detail j CO Detail�
Seq�InspectionTypei Inspector Date '"Status ;H';Fee'Rec,
� - .
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DATE TIME V
Cl�lf OF dRONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. �10�32- COMPLETED
ADDRESS OV'°l .CJY�Y1 R.G1 IV
OWNER TELEPHONE NO.
CONTRACTOR
>; DESCRIPTION �I
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y � FRAMING ❑ MECHANICAL FINAL
❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITION W�TNIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
�STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED
C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �Q5Z� Z49-4600
OwnerlContractor on ite:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
� _ � <� ATE TIME V
CITY OF ORONO � �
INSPECTION NOTICE ��bF�DULED D �
PERMIT NO. � r PLETED
ADDRESS
OWNER E ONE NO. -
CONTRACTOR -S
�: DESCRIPTION �' �-
�
ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
�
O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
0 CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR W4LL RETURN
❑CITATION ISSUED �
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUTAED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952� 249-460�
Owner/Contractor on site•
inspector_ J
White Copyllnspector's File Canary CopylSite Notice
. : • .
� - • , �
emo
To: Finance Department
From: Christine Mattson, Planning Assistant �`I�
CC: Street File ,
Date: 6/6/2012
G/L: 101-22205
Re: Building Permit Escrow Refund
Building Permit #s 2010-00939 & 2010-00932 pertaining to 809 Brown Road North is
complete. The Applicant, Jerad & Leslie Hahn, has requested a refund of their $2,000
escrow.
The following is attached:
• Copy of refund request from applicant
• Email from Bonestroo indicating no unbilled WIP on this project
• Email from Campbell Knutson indicating no unbilled WIP on this project
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Jerad & Leslie Hahn
809 Brown Road N
Long Lake, MN 55356
w:�street files�brown road n�809\escrow refund memo 2010-OQ939&2010-00932.doc
Christine Mattson
From: Leslie Hahn [Ihahn353@mchsi.com]
Sent: Monday, April 23, 2012 9:58 AM
To: Christine Mattson
Cc: 'Robert Hauck'
Subject: permit#2010-00939
Hi Christine.
RE: 809 Brown Road North
Orono, MN 55356
Permit#2010-00939
I dropped off the final survey for our property to you today. Couid you please make arrangements to have the escrow
deposit released to us($2,000) as soon as possible. Thank you.
Leslie Hahn
(952)473-8944
1
Christine Mattson
From: Darren Amundsen
Sent: Tuesday, June 05, 2012 11:11 AM
To: Christine Mattson
Subject: RE: Unbilled WIP
None here
From: Christine Mattson [mailto:CMattsonCo�ci.orono.mn.us]
Sent: Tuesday, June 05, 201Z 10:07 AM
To: 'Sherry Charboneau'; Amundsen, Darren
Subject: Unbilled WIP
Hello
Any unbiiled WIP for:
Builciing Permits Address Appficant/Owner
2010-00939 / 2910-00932 8Q9 Brown Road N Jerad & Leslie Hahn
2010-00778 3300 Graham Hill Rd Richard &Ann Mur h
2011-01291 2320 Glendale Cove Bohland Construction
Thanks!
Christine Matfson
Planning Assistant
City of Orono
2750 Kelly Parkway ' Orono MN i 55356 (physical addressJ
PO Box 66 ; Crystal Bay ; MN : 55323-0066 (mailing addressJ
S 952.249.4620 ' � 952.249.4616
� cmattson@ci.orono.mn.us �? www.ci.orono.mn.us
Summer Office Hours began Monday, May 21,2012
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Wednesday,July 4,2012
i
Christine Mattson
From: Sherry Charboneau [SCharboneau@ck-law.com]
Sent: Tuesday, June 05, 2012 12:03 PM
To: Christine Mattson
Subject: RE: Unbilled WIP
Chris:
Campbeli N:nufison has no unbilfec! WIP on the rrsatfters fisfec� befov�.
Sherry
Sherry L. Charboneau
Legal Assistant
CAMPBELL KNUTSON P.A.
1380 Corporate Center Curve•Suite 317• Eagan,MN 55121
'�' (651)234-6Z30• Fax: (651)452-5550
�scharboneauCa)ck-law.com•www.ck-law.com
From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us]
Sent: Tuesday, June 05, 2012 10:07 AM
To: Sherry Charboneau; Darren Amundsen (darren.Amundsen@bonestroo.com)
Subject: Unbilled WIP
Hello
Any unbilled WIP for:
Buildin Permits Address Applicant/Owner
2010-00939 / 2910-00932 809 Brown Road N Jerad & Leslie Hahn
2010-00778 3300 Graham Hill Rd Richard &Ann Mur h
2011-01291 2320 Glendale Cove Bohland Construction
Thanks!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway ° Orono ! MN ; 55356 (physical address)
PO Box 66 Crystal Bay ': MN ; 55323-0066 (mailing addressJ
� 952.249.4620 �� 952.249.4616
� cmattson@ci.orono.mn.us � www.ci.orono.mn.us
Summer Office Hours began Monday, May 21,2012
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Wednesday,Jufy 4,2012
1
ZONING PERMIT ESCROW AGREEMENT S
��"�"""�� Orono Zoning Permit# '�-�t,L '���
AGREEMENT made this�_day of ��'���'�"(' �', 20��, by an between the CITY OF ORONO, /
a Mir,nesota municipal corporation ("City") and � �^�'' ������.�i=' .'�_,i� ("Owners").
Recitals
1. � � A building permit application has been filed for a zoning permit for a property located at
��� ���; /�:..� p� the ("Subject Property"), legally described as `r�s��-; '� �i'T_ �%�—�1��•
. t��r-��t-� �—�'�;=d� �,-�--e--�=���
Hennepin County Minnesota.
2. Owner requests the City to review this application.
3. The City wifl commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its cosfs.
NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUN�S. Contemporaneously with the execution of this Escrow
Agreement, the Owners shali deposit $ �r with the City. All accrued interest, if any, shall be paid to the
City to reimburse the City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for all out-of-pocket costs the City has incurred (including planning, engineering or legal consultant review) or will
incur in reviewing the plan. Eligibte expenses shall be consistent with expenses the Owners would be responsible
for under a zoning permit application. The escrow will also guarantee reimbursement to the City for all out-of-
pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater
Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be
used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to
public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant
review) associated with zoning permit # 2�l(7-<"�C�'� if compliance with the approved zoning permit is not
accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make
payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay
all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the
Owners to reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow,the City shall have the right to certify the unpaid batance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY: CI F ORONO p�NN . � ''�
; - _.. \�
gy: ..1�'�-�;' �:-; ` �— �--P
its: - � �—�"��-_
in#err�al Use Onfy: Lt'1'�ri�inal tc�Firs�ncs'Department ; �Gapy tcs S#rEetr�ils(Create Permit l st)
<Reset`Form
LESLIE N HAHN ,�-vs,o 4 4 0 6
809 I�T BRO�N RD. /�I r�
ORONO,'MN 55356-9377 tla�e � � (
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DATE TIME
CI�L�RONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT N0. 1 b10--�32 COMPLETED
ADDRESS �V'"i �YD�Y1 � �
OWNER TELEPHONE NO.
CONTRACTOR
� DESCRIPTION —��
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
� ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOA TO MEET YOU:_YES_NO
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� BEFORECOVERING
PERMANENT
❑ CORRECTUNSAFECONOITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETl1RN
L�STOP ORDER PQSTED.CALL INSPECTOR � CITATION ISSUED
G INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z) Z49-46�0
Owner/Contractor on ite:
Inspector_
White Copylinspector's File Canary CopylSite Notice
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Checklist for Refunding Building Permit Escrows
Buifding Permit # �1�-QF'�'3� Z.�» � �3Z.,.
Street Address: �Qa �1'��l � I�
Applicant Name: ��Q� �- �� (�.r �h�
Escrow request received Qate: �Z�t�
Permit T e: � �. G, ��U lA..� � ���
vr �ll�l�J
Are all inspections completed? Yes No
If not, fist what is outstanding:
Was there a Temporary Certificate of Occupancy issued? Yes No Date: �
Was there a Final Certificate of Occupancy issued? Yes No Qate:
As-built survsy required? Yes, approved on �'_� t 2---" NO NA
❑ Email CK & Bonestroo to see if there is any unbilfed WIP. Date email se�t�:� �' `� �
�bui �" l��l`� �...)�S�l'u�V�.
�-- � � .�,
❑ Prepare memo for Finance Department
z:\forms'�zoning standard forms�checklist for reiunding building permit escrows.doc
Last Updated: 1G-31-2011
� , ZONING PERMIT ESCROW AGREEMENT �
Orono Zoning Permit# d-�l.(� '��
AGREEMENT made this�day of �f���t' �, 201�, by an between the CITY OF ORONO,
a Minnesota municipal corporation ("City") and t� ��,�.'� ��=��t�'= �'�ti-# ("Owners").
Recitals
1. A building permit application has been filed for a zoning permit for a property located at
�� �,��,� �� � the ("Subject Property"), legally described as �'r�s�r��������������
Hennepin County Minnesota.
2. Owner requests the City to review this application.
3. The City will commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
r
NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUN�S. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit $_�� with the City. All accrued interest, if any, shall be paid to the
City to reimburse the City for its cost in administering the escrow account.
Z. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for all out-of-pocket costs the City has incurred (including planning, engineering or legal consultant review) or will
incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible
for under a zoning permit application. The escrow will also guarantee reimbursement to the City for all out-of-
pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater
Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be
used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to
public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant
review) associated with zoning permit # 2�l(7�?C�.� if compliance with the approved zoning permit is not
accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make
payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay
all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the
Owners to reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CIT1(: CI F ORONO WN ' !`
By: �' ` /
Its:
internal llse Only: �Original to Finance Department D Gcapy to Street File�Create Permit l st)
Reset Form
f �
I.ESLIE IV�IAHN ��-y910 4 4 0 6
809 N BROWI��RD.
ORONO,MN 55356-9377 I �/�.� �' T�,
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