HomeMy WebLinkAbout2012 - 00596 - pool in ground iiiiiii1111 1iiia ii iliiiii iiiiiilii 1
CITY OF ORONO * 20 1 2 - 00 5 9 6
2750 KELLEY PARKWAY DATE ISSUED: 08/23/2012
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 1050 WILLOW VIEW DR
PIN : 28-118-23-41-0011
LEGAL DESC : WILLOW VIEW
: LOT 001 BLOCK 003
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : POOL-IN GROUND
ACTIVITY : 649-ALL OTHER BUILDING&STRUCTURES
VALUATION : $ 27,500.00
NOTE: SEPARATE PERMITS REQUIRED: MECHANICAL,ELECTRICAL(STATE)
I) WETLAND BUFF ESTABLISHMENT AND MANAGEMENT TO BE FOLLOWED PER THE PLAN SUBMITTED BY KJOLHAUG
ENVIRONMENTAL SERVICES AND APPROVED BY BOLTON&MENK PRIOR TO REFUND OF ESCROW. '(( (INITIAL)
2) AS-BUILT SURVEY TO BE SUBMITTED AND APPROVED PRIOR TO REFUND OF ESCROWEE( (INITIAL)
3 WETLAND BUFFER SIGNS(PURCHASED FROM CITY)POSTED AT THE POPERTY LINE PRIOR TO RELEASE OF ESCROW.
/l f{ (INITIAL)
4) SEE ENGINEERING COMMENTS REGARDING RETAINING WALLS. ('f(INITIAL)
APPLICANT
JRS POOLS PERMIT FEE SCHEDULE 445.25
1105 CROFOOT AVE.NW STATE SURCHARGE(VALUATION) 13.75
BUFFALO, MN 55313 TOTAL 459.00
OWNER
NICKLOW, KONSTANDINOS&CRISTINA
1050 WILLOW VIEW DR
LONG LAKE,MN 55356
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described 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 with the State Building Code.This permit may be
revoked at any time for due cause. OkitAA .0 / /f Z / /
Ap scan ermite ignature Date Issue
y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
... _7
City of Orono
BuildingPermit Applicatio 469. ° ,� t,
pp Cr- i 2
for a Swimming Pool
Mailing Address: Permit number: c),,,,......„0,—e.
,,..-4- , PO Box 66 40.- 5-/
5 J
O Crystal Bay, MN 55323-0066 Date received:
Received by: "J
ao. �.��� a, Street Address: ,/
''.1. 'ii ii••1 �otiti 2750 Kelley Parkway Plan review fee: p?g Cf•`7�/
L9kzslic� Orono, MN 55356 a/ _no,C-9.6
Totalee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us 12 cr -root Wu'O /n/ 2CI1---00111
This application form must be completed in full and all required info atio must be submit ed.e=,S�,.Iimi-?,.0(2-
Incomplete applications will be returned. (Please print) (Loce)131A oo Z0
GENERAL INFORMATION:
Job Site Address: 0�So (,��� Flo� U � �t,v b R `
;` sae--
CONTRACTOR/APPLICANT INFORMATION:
S P
Name: R_ *oLS LXC
State License# Ai//7- Expiration Date:
Phone: 7&3 - 68c)— u 3 q3 Fax: `7(v3 — g>E3 —v t t9r
Address: ((o c Circ 4vevi- ,, v ,ti w it City: ZIP: b S-, 5'
Contact Person: Contact's phone nu '-
Email C (Cif (p ,x_é e S. 3 3 uj Applicant is: Contract Homeowner (circle One)
PROPERTY OWNER INFORM)7kTION:
Name: (9 Lt, ki tC_k /L ) CX I/QSh )
Phone (day): 7 S — ct7 6 --.7c,D. ,
Mailing Address: /o s d L'i`ham (J tz't DR „i 4 ZIP:
Email and/or Fax QMtUr-i.(Anl0cIOt.001,
ENGINEER INFORMATION:
Name: ,V .,..1- t v 47 Ad c if . 1.
Phone:
Address: City: ZIP:
Email Fax:
PROJECT INFORMATION:
1. Pool Dimensions: 4.Accessory to: 5. Pool Type: 6. Sewage Disposal &
t Water Supply
` X feet ❑Above ground
ot Single Family
05,Public Sewer
2. Heated? 0 Multiple Family/Condo '34n-ground
[ yes 0 no
0 Public 0 Private Sewer
0 Other(specify)
3. Excavated materials will be: 0 Commercial [;Public Water
❑ removed from site ❑ Industrial 6. Retaining Walls? 0 Private Well
used on site
El Other:(specify)
dyes 0n
❑ Other:(specify) nt i/
Height 0
I ED Total Cubic Yards
Estimated Construction Valuation $ a- -7( ,S D
Last Updated: 10/28/2010
- 7 -
REQUIRED SUBMITTALS: r-All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ 0 Permit Application
❑ 0 Plan Review Fee
❑ 0 Pool Plans
❑ ❑ Survey(includes grading plan)
❑ 0 Hardcover Calculation Worksheets
❑ 0 Erosion Control Plan or copy of MCWD Permit
❑ ❑ Septic System Certification
❑ 0 Wetland Buffer Improvement Plan
❑ 0 Escrow& Escrow Agreement
❑ 0 Other
❑ 0 Other
❑ 0 Other
❑ 0
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Planning &Building Departments;
• 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;
• 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 permit may not be issued.
Applicant's Signature: r..,�. A. . Date:
V
2s /
Owner's Signature � � Date: /
Plan Review Checklist for New Structures`/ Additions
Address/ PID/ Legal: / C.. SU C._,__) / / AJ Ir e,__._J Ti,Je
Description of work: POO
Septic review by: Date Approved: (c7-,02 --- !.:2
Zoning review by: .110.A2LL. it . IS Date Approved: g'ZZ'12-
Building review by: I. Date Approved: _ ' 1
Grading review by: )r-*- Date Approved: vir1
Zoning File#: Resolution #: Resolution Date:
Zoing District Fire Department Post Office School District
RD I la_18
Zoning: Lot Area:52A 3 J I. Z SF/AC Width: Depth:
Survey Submitted: es ❑ No Date of Survey:_ . "/2
Proposed Setbacks: b L-9 ' ( Z1.
qQ9,
Front(Lake) Rear(S ) ( N S E • ( N S E W ) Other Buildings 11U- u
Side S -
14,3` (QC} 1 (61 ' 3s ' )26i
/�
Building Defined Height: NI-Pr Building Peak Height: IN A- #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
or other arch-type roof roof
SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window
highest roof peak of a pitched roof and highest roof peak of a pitched roof
SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest
space floor and the highest existing grade within existing grade within the foundation
the foundation or 10 feet,whichever is less. EQUALS Defined building height
EQUALS Defined building height
Lot Coverage: SF -
Shoreland District MCWD Permit Received Average Lakeshore Setback Bluff
❑ Yes 0 No 0 N/A / ❑ Yes T o
0 Yes o 0 Yes 0 No <N/A
Permit Number: / Setback:
Hardcover Zones Existing Proposed Variance Required CUP Required
0-75' 0 Yes 0 No 0 Yes No
75-250' Type(s): Type(s):
250-500'
500-1000'
REMARKS (in-house):
Updated: 09/11/2009
z:\forms\plan review checklist.docx
Fees to be Charged YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC-Number of SAC Units
Sewer Connection
Water Connection
Park Fee
Site`,Inspection
Other(specify)
Miscellaneous Fees
Calculated By:
Square Footage $ per Square Footage
Basement X = $
1St Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $
Orono Inspections Required Work Requiring Separate Permits Required State Permits
D Site D Plumbing D Grading / Filling D Well
Cl/Hardcover Removal ,/lechanical D Fire electrical
Footing D Septic D Water Connection
D Poured Wall 0 Fireplace D Sewer Connection
O Foundation Survey 0 Masonry 0 Lawn Irrigation
D Radon Rock Bed D Mfg.
D Framing 0 Other(specify)
D nsulation
T4s-Built Survey
/Final
O Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: 0 YES 0 NO New: D YES D NO
l Se cc�nvtn r a rek.tiniv wags
4 1 REMAR (TO B NOTED PER •
�,� AND INITI LED BY PERSON PULLING PE-MIT)
, 4kidta It , 13u vstuolohmtn-f— 4 rvkalVa( yN4►-1' 10 bsL follemd `!
` � � J
'�Y� Sl m i of l / ILJ o0e0, tq LInV . S2XV1CLN 4- dl,proveO(_ 10�
Updated:l'0�9`/11/2009 ;. • T'AV► ,-Vif i0( 40 r(ki 4 Of OURVI
z:\forms\plan review checklist.docx
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O O CITY of ORONO
\ Municipal Offices
<'A 3
�� ' , Street Address: Mailing Address:
'� �' '-6;e4.1';*-tp, ,i 2750 Kelley Parkway P.O. Box 66
�� i pilkiii,* G Orono,MN 55356 Crystal Bay,MN 55323-0066
ikESHO '
July 2, 2012
JRS Pools, LLC
1105 Crofoot Ave NW
Buffalo, MN 55313
Re: 1050 Willow View Drive
Building Permit Application #2012-00596
On June 25, 2012 the City received a permit application for an in-ground swimming pool at the above
address. Your application is incomplete.
The following items must be submitted or revised in order for your application to be considered complete
and for the plan review to continue:
1. Wetland Delineation. A Manage 3 wetland exists in the south portion of your property; according to
Orono's City Code Chapter 78 Article XI Wetlands Protection, manage 3 wetlands require 16.5' of
vegetative buffer. Construction of a pool triggers the administration of the Wetlands Protection
regulations. Please submit a wetland delineation report. The wetland delineation must be approved
by the Minnehaha Creek Watershed District (MCWD). The delineated edge of the wetland must be
shown on the survey, along with the required buffer of 16.5' and 20' structure setback from the
buffer.
2. Certificate of Survey. Once the wetland delineation is approved by the MCWD, please provide an
updated survey showing the delineated edge of the wetland, including the 16.5' wetland buffer and a
20' structure setback.
3. Escrow & Escrow Agreement. Building permits for structures and involving grading and/or review
by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the
escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review
of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79
relating to erosion control and stormwater. The required escrow amount for this project is $2,500.
The escrow agreement is enclosed. The property owner must sign the escrow agreement and
submit a check for$2,500.
The above information is required in order for the plan review to continue. Please feel free to contact me at
952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions.
Sincerely,
NCITY OF ORONO �C�^
VOOUJW1/461
Christine Mattson
Planning Assistant
c Gus Nicklow; 1050 Willow View Drive; Long Lake, MN 55356
Lyle Oman, Building Official
enclosures
Telephone(952) 249-4600 •Fax (952)249-4616
www.ci.orono.mn.us
nit
LV' A 40! RECTANGLE 6" RADIUS AREA: 800 SQ. FT. PERIMETER: 119' GALLONS: 35,488 8 —1 y I' A .-1
va 1.. BILL OF MATERIALS ELITE PREMIUM —D C
2
PLAN CHECKED BY (.4...)6r---.
r22 1? \�� 13-6'Panels 02110 02102 \ f
t Mr
— 7-4'Panels 02112 02-104
2-3'Panels 02-115 02-105 E F fr I— G --.-111 --.-- K d
4-6"Radius Corners 02-101 02-101
26-Braces 02-008 02-002 SIZE A B C D E F G H J K L
40'-0' 1-20x40 Straight Coping Set 10-003 10-003
n
4 1-6"Radius Coping Corner Set 10-004 10-004 20'x 40' 20' 40' 8'6" 3'4" 13'6" 15'6" 7' 4' 6' 8' 5'2"
6 R q t II 6 t q 6 E q 6' 6 q ' q 6 t q 4' 6"R NSPI TYPE 0-NON DIVING
** C +a 1-Vinyl Liner POOL STOCK OPTION 20' 40' S'6" 3'4" 13'6" 15'6" T 4' 6' 8' 2'2"
B
4'
IIOLN6 zl-I/B { WDEHW.WF wrrH' UMNUM2O"6 Step-Remove1-6'panel and 2-braces.Insert 1-6'step P NG //
I
�- ` 42'-11' and 1-(11-005)step bot kit. ly4"M,C .'" ALUNT4ORC•'
Q POLYSTYRENE 1� /'�' - % , "
6' u, BR� I/4'MIH
20'-0"4' 6' PANEL , 1 Mil%8 POLYSTYRENE �//
* 8'Step-Remove 3-6'panels. Insert 1-8'step,2-3'panels, go PANEL k �Ifl'�)) � PANEL ° I�}(/ ONCE 5 WF SHAPE
ex IN TIALK
G-• 44'-9' „� 2-(02-113)2'panels and 1-111-005)step bolt kis. 3,4,6, LENGTHS _ ��.��, IANCE BRACE 3,4;4,PANEL g'- SII'
3' N
SURE-SET �L ,t •KK Rlkl GRWEL % UNDISTURBED EARTH
6 ALIGNMENT •L \ ��'��•�F L SAND 8. F USE NO EXPANSIVE
6' 3/B, MOLES'• 7S E - Di\ ,\ MATERWS FOR BACKFILL
"%2 3/4"BOLT
DECK SUPPORT TIDE (OTIONAL \ j
4 E - 3/B"X 2 33//4'BOLT$$ (CONCRETE FILLED) •3/8'REBAR COPTIONN�
3 (OPTIONAU\ • \ / I CAGY REW N
G Q .7 • VINYL LINER r esEUNDSTIIRBED ExpA.EARTH VINYL LINER i`CERTAN STATES
>s . I��MATERIALS FOR IVE ° {�pE ADJU57MENT PIN
6"R 4, b 6' b 6' V 6' b 6' b 6' b /_ 6r�Rl to
`
'Y 7"POOL BASE C`� 1 1
-BACKFILL 2'POOL BASE
gg '\\ADJUSTF£Ni PIN - 5'
CONCRETE FOOTER
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/ /-� V If ./\ ,./e CONTINUOUS I(( (OPTIONAL) ..•
L t,J PROGRESSION ` REWIRED STAKE
1 PERIMETER IN N CERTAIN REBAR
USE"N CONTM/O S PROGRESSION
r //�� Fl� N'` ,C STATES
t /�c Q ~-, 1 1 W J _ BOND BEAM AROIJM PERIMETER N BOND BEM(
L I- 1 ' Cf * - ' COPING LAYOUT
40'-0'
**
6"R q 4' q 6' q 6' q 6' q 6' 11 6' q 4' #6"R ELITE PREMIUM R
sTeuCMAL •COIC-LOC
4'
3° WALL PANEL -.1117"5 -'. -41111 *
ASTE
6'
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6'20'-0.4' * SJ 8. �,� 8 . I/II�E i! _�4'' . =Ill , 0
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►,'7� 0i��'t�11 MI 21110. �:'�\tlA ed
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aEDGEs TED I S1 • ,
1[ ADJUSTMENT PIN i
FRONT LEVELING STAKE
ADDITIONAL NOTES
THIS DOCUMENT IS FOR ILLUSTRATIVE PURPOSES ONLY. Attention Dealer: It is your responsibility to see that the safety package provided by FWP is delivered to pool owner and that the NO DIVING
FWP makes only those representations which are stated in its written warranty. Any other warning labels are properly installed.
representations,statements,or contra is made by the dealer/contractor to the customer
( regarding any materials produced by FWP are attributable to the dealer/contractor only. T H L a
*Diagonals given to 900 point 01 Earners. The dealer or contractor who sells or installs your pool is an independent contractor and is BUILDING THE i -® FORT WAYNE POOLS®,INC.
NSPI TYPE III • no/an eN or employee of FWP The construction methods illustrated here are suggestions ELITE.
IT I T F` Fort\ �l�me 6930 Gettysburg Pike
and app by only to normal ground conditions.share maybe additional precautions and/or FOLLOWING POOL: FT WAYNE,IN 46804 USA
**Premium Light Option. methodof construction. The respon bilityisthecontractors. POOL ❑ELITES
These dig dimensions comply with the National Spa and Pool Institute suggested mini- (219)432-$]31
GENERAL NOTES EXCAVATION NOTES (219)4 2-873Dl.Com
mum standards for residential pool. If diving boards or slides are to be used with T-Ne ❑PREMIUM®
1.All vertical dimensions are from liner 1.Sod to hove minimum bearing capacity of 2000 P.S.F. 3.Excavation shall be 2'larger than pool all around.
extrusions on fp®1 pools. 2.Locate top of pool at least b"above surrounding ID these pools please stanconsdaltrds
thesrioto insmanufacturer's instructionsdivig and orthNational Spaes8 Pool PR1-1 -j7 —
FII(voids under base Of panels and tamp well. Institute's minimum standard:prior to installing diving(wards or slides on these pools /049.0 DATE I TITLE ^0E X 40
, DRAWING NUMBER
land elevation. 4.Backfill with non-expansive material. For information concerning NSPI rr um standards,write: National S 8 Pool JANUARY LD w nu Le CP_(1AA
4 _ ---
elm_,...a-:...,., 000PO DCrTA ICI E ur
JUN-06-03 FRI 10:41 AM THE COPY SHOP FAX NO. 6126824791 P. 01
Information Sheet
Pao C le —q4 C e r,4 -" Eb Jb Slee
P A-irt to ci 4i42
Pump Size, HP - Turnover 8 Hrs.
Gallonage - 2- 3 o,om7
Filter - DE 4°Ft.2
Concrete Bond Beam at Base of Walls
Air Gap - Fill Method Garden Hose
Voo Fence to enclose pool area with self latching
& closing gates.
AST/i7 Ak-'6 60v8.--
iSms
I- 0 ) 000 6,6r- scaak 9,4".4w(
L2
Pools
1105 Crofoot Ave, N.W.
Buffalo,MN 55313
763-682-4343
Jerry Haugen
Owner
COVERSTAR
ww.cnver.star.com
MEMO
Date: 5-12-2000
To: All Distributors
From: Harold Rogers, V.P. Sales & Marketing
Re: ASTM TESTING FOR COVERSTAR AUTOMATIC POOL COVERS
From time to time the question arises as to whether all the Coverstar pool covers meet ASTM Safety
standards. The answer is yes.
There are various requirements that must be met for a safety cover, with the most critical being the
requirements as stated in F 1346-91 section 7.1 which requires "Static Load—In the case of a pool with a
width or diameter greater than 8 ft (2.4 m)from the periphery, the cover shall be able to hold a weight of
485 lb (220.0 kg) (2 adults and 1 child) to permit a rescue operation". When one sees photos of more
than a half a dozen adults standing on the cover within that radius, it is easy to see that the Coverstar
cover easily meets that requirement.
Our standard automatic cover, the CS1800 was tested and approved as a safety cover both by UL and an
independent testing lab.
While the test reports specifically refer to the our model CS1800, the same test results apply to the
CS200 (which is virtually identical to the CS1800 except that it is used for spa applications). The CS200
uses all of the same components as the CS1800. The fabric, ropes, webbings, leading edge, tracks and
power train are exactly the same. In other words, it is the same unit except that some of the mechanism
brackets and the rope reel have been cut down slightly to fit in a smaller space. All warning labels and
installation instructions are identical for both models of covers.
It should be noted that section 7.1.1 which applies to most spas, the weight requirements are only 275 lb.
versus for the standard pool cover.
If you have any questions, please feel free to call me.
COVERSTAR INC. 533 South 500 West, Provo,UT 84601 Phone 800-617-7283 Fax 801-373-5095 Email hr@coverstar.com
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http://www.stantecportal.net/infraseek_asp/Orono/mwf/Zoning.mwf Thursday, June 28, 2012 4:54 PM
\'ice.
MONO COPY
KJoIJiuG ENVIRONMENTAL SERVICES COMPANY
volkorr Prouiding Sound,Balanced,Compreltensiue Natural Resource Solutions
Memorandum
To: Christine Mattson, City of Orono
From: Mark Kjolhaug—Kjolhaug Environmental Services Company
Date: August 22, 2012
Re: 1050 Willow View Drive/Building Permit#2012-00596
Buffer Establishment and Management
Per Mark Perry's August 16, 2012 letter to you, the wetland we delineated on the described
Nicklow parcel is a Management Level 3 wetland that requires a 16.5' upland buffer. The
purpose of this memo is to describe the buffer establishment and management plan for the
property. It is our understanding that the delineated wetland boundary and 16.5' wetland buffer
are indicated on the plan that has been provided to the City by Jerry Haugen of JRS Pools.
While most of the buffer is currently dominated by native willow shrubs and Canada goldenrod,
portions on the west have an abundance of Canada thistle. In a few locations, the buffer is
dominated by mowed Kentucky bluegrass and other lawn species. Areas with these weedy and
invasive species will be killed using Roundup or an equivalent chemical during the month of
September. In spring of 2013,the same area will be retreated with Roundup in May to kill all
remaining weeds and lawn grass. Dead sod will be removed if necessary to establish a suitable
seed bed.
In spring 2013 (after Roundup treatment),the area will be hand broadcast seeded with MnDOT
Seed mix 350 or an approved equivalent at a rate of 121bs PLS/acre for grasses and 5 lbs
PLS/acre for forbs with no fewer than 5 species of each type. A nurse crop seeded at a rate of 20
lbs/acre will also be utilized to discourage weed growth. Seeds will be raked and packed to
provide good contact and ensure successful germination. No fertilizer will be utilized.
Following seeding, the area will be covered with anchored clean straw at a rate of 1.5 tons/acre.
Required erosion control will be utilized as necessary to protect the wetland and buffer during
the pool construction activities.
At the discretion of the Nicklows, additional native wildflowers may be hand planted within the
buffer area. All additional species will be wildflowers native to the region and compatible with
the planted seed mix. The Nicklows will contract with a qualified revegetation company to
26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax: 952-401-8798
complete the described work. That contract will include management services necessary to
ensure successful establishment of the buffer area.
Buffer marker signs will be placed at the upper buffer limit on the east and west property lines
with 2 additional signs at buffer angles between. As described above and in all other ways the
buffers will comply with Orono City Code Section 78- 1605 —Wetland buffer areas.
Please contact me with any questions.
Thank you.
,elo!''�\ BO L_TON & M N K , I N Ce
oz Consulting Engineers & Surveyors
m� i 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172
Phone(952)448-8838•Fax(952)448-8805
www.bolton-menk.com
August 22,2012 ORONO COPY
City of Orono
Attn: Christine Mattson
PO Box 66
Orono, Mn 55323
RE: Wetland Delineation/Bldg. Permit#2012-00596
1050 Willow View Drive
Dear Christine:
As requested, we have reviewed the buffer establishment and management letter dated 8-22-12 for the above
mentioned building permit. This management plan meets all buffer requirements as recommended.
Please contact me if you have any questions or need additional information.
Sincerely,
BOLTON&MENK, INC.
Mark L. Perry, WDC
Natural Resources Specialist
Cc: David Martini, Bolton&Menk
Robert Bean, Bolton&Menk
BOSTON 84. MSN K , INC®
p z Consulting Engineers & Surveyors
2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172
\ Phone(952)448-8838• Fax(952)448-8805
www.bolton-menk.com
August 16, 2012 ORCNO COPY
City of Orono
Attn: Christine Mattson
PO Box 66
Orono, Mn 55323
RE: Wetland Delineation/Bldg. Permit#2012-00596
1050 Willow View Drive
Dear Christine:
As requested, we have reviewed the wetland boundary at 1050 Willow View Drive. We offer the following
observations, comments and recommendations for your consideration.
1. I reviewed the wetland boundary in the field on August 14, 2012 and agree with the wetland boundary
as marked and surveyed. The survey information will suffice in lieu of a full wetland delineation
report.
2. MCWD has already been contacted about this project(as the local government unit)and stated that it
does not fall under Wetland Conservation Act(WCA)jurisdiction.
3. Because this wetland is not a"native"wetland, it does not have a management level assigned. It is
therefore presumed to be a management level 3 wetland.
4. Construction of a swimming pool has the potential to adversely impact the wetland which will trigger
the wetland protection ordinance requirements. Therefore,the following should be considered:
a. The wetland will require a 16.5 foot buffer.
b. Canada thistle and turf grass were found in the wetland buffer area and are considered to be
undesirable plant species. The Owner must remove these species from the buffer. In areas
where turf is removed native vegetation will need to be established. MnDOT seed mix 350 is
a recommended mix for upland buffer areas.
c. A Landscape Plan including methods for removal and control of turf grass and Canada thistle
and a schedule of native vegetation establishment should be submitted for review.
d. Wetland Buffer markers should be placed at the upland boundary of the buffer edge located at
lot lines, changes of buffer edge direction and spaced a maximum 100 feet apart.
e. A$2,000 escrow should be submitted by the Owner to cover the cost of buffer development if
not completed by the applicant.
Please contact me if you have any questions or need additional information.
Sincerely,
BOLTON&MENK, INC.
Mark L. Perry, WDC
Natural Resources Specialist
Cc: David Martini, Bolton&Menk
Robert Bean, Bolton & Menk
Jesse Struve
II
COPT
From: Jesse Struve OhIb6 a/
Sent: Wednesday, August 22, 2012 11:58 AM
To: Melanie Curtis
Cc: Christine Mattson
Subject: 20120822 1050 Willow View Drive
Melanie,
I have reviewed the application for 1050 Willow View Drive and have the following comments:
• The retaining walls are shown to be less than 4' which do not require engineered plans and specifications. If
things change during construction and the walls are constructed which exceed 4' or if tiered walls are installed
which exceed 4' or are not separated by more than 2x the height of the walls(as measured from the face of the
upper wall to the back of the lower wall),the applicant will be required to submit these plans.
• The applicant will need to follow the recommendations for the wetland buffer area as outlined by the Bolton &
Menk letter dated August 16, 2012.
Please contact me with any questions or concerns.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661- Direct
(952) 249-4616- Fax
www.ci.orono.mn.us
1
DATE f--1
TIME
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INSPECTION N TIC E �4 SCHEDULED
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v 0 DEMO-SITE 0 SEPTIC MAINT. 0 FOLLOW-UP
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INSPECTOR WILL RETURN
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❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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Owner/Contractor on site: `
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DATE Z TIME
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• ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT
v ❑ DEMO-SITE 0 SEPTIC MAINT. 0 FOLLOW-UP
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✓ BEFORE COVERING PERMANENT
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INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
CO — / D•TE TIME
CITY OF ORONO LED IN .J 2 /Z
INSPECTION NOTICE SCHEDULED 1
PERMIT NO. 0Z-1)i O& 5' COMPLETED
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• ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
• ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP
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Owner/Contractor on site:
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White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF OROINO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. UAL. bra54;4lD ,�C,OMPLETED
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i0 DEMO-FINAL 0 SEPTIC INSTALL ❑ HARD COVER REMOVAL
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INSPECTOR WILL RETURN
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 4 in advance. (952) 249-4600
Owner/Contractor on si -
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
Christine Mattson
From: Christine Mattson
Sent: Wednesday, December 05, 2012 2:57 PM
To: 'cnicklow@aol.com'
Cc: Melanie Curtis
Subject: 1050 Willow View Drive/ Permit#2012-00596
Cristina,
Our City Engineer, Jesse Struve, visited the site and approved the as-built grading plan on the survey. The as-
built survey dated 11-12-12 shows wood chips and trees in the wetland buffer which was confirmed by our
Engineer. Prior to the release of the wetland buffer escrow your buffer improvements must be completed.
This includes removal of the wood chips. Additionally, the recently planted trees will be evaluated by our
wetland specialist to determine if they are an appropriate species for the buffer area. If not, they must be
removed from the wetland buffer and placed elsewhere on the property.
If you have any questions, please don't hesitate to contact us.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway Orono MN 55356 (physical address)
PO Box 66 Crystal Bay MN 55323-0066 (mailing address)
952.249.4620 952.249.4616
P-‹ cmattson@ci.orono.mn.us www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Monday& Tuesday, December 24& 25, 2012
Tuesday,January 1, 2013
1
Z
As -Built Grading Survey
WILLOW VIEW DRIVE
/-� 1 , T'/ /'1- - A
V V I L_ V
1 0134.38 ,
rocks _.....; S89 � W
N89 48 58 E 99.28
�. 6'45T 75 01 A
O ` x 1032-22 ' :Ab
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1034.79 l 10
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stoa�edginge-:-•.�... 0� 1035.231034.15
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1� I � r�ks ¢ ." �t•
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• ret. wall
1 �\` rocks
exist. stone O
i "1030""'- h ret. wall ` k
f t�°,�O`�� 1028 -rocks
,1028_.,..
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4
1027 751" 1029
er m.r9
,.-boulde
p10'
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woodchips �2�. 1027.66 x 10�2.5t
1027.91
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o exist. pool ! 10
NJ o30 o�os -1030- o -'o�ox 1026.88 x'to2s. �2 f'
two � a o % Y
x 1026.53•--- - 1028 - x 1026.79
X 11026.58 1026.55 x x 1026.35 x 1026.35 1 /�
I x 1026.28 x 1 28.
1x 1026.21
_ .--� 1 ESS 2!
�-- -_1026.02
� 1� x 1026.08
1 x I aj x 1033.21
1 1025.85
R
x 1025.55 /
1- -1024- /
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x 1033.83
51
j £dye of �.
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t E14
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'-drainage & utility easement-., .......... /
_ ,_ Sg533'41'W 11a73
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_� Bench Mark:
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30 0 30 60 90
1050 WILLOW VIEW DRIVE
TOTAL AREA = 52, 412.64 SF (1.2 ACRES)
PROPERTY DESCRIP1701V
Lot 1, Block 3, WILLOW VIEW, Hennepin County according to the
record plat thereof
denotes buildinp setback line
fron t - 35
side - 10'
rear - 30'
Wetland - 20'
- _ - - - - - denotes drainage & utility easement
per plat of WILLOW VIEW
x1026.5 denotes existing spot elevation
denotes existing contour
NOTE:• Wetlands delineated by Klolhoug Environmental Services Company.
HOUSE 2,508.2 SF
DRI VEWA Y 1, 682.2 SF
CONCRETE SIDEWALK/PADS 1, 039.4 SF
RETAINING WALLS, ROCK LANDSCAPING 3,363.0 SF
PAVER PA 770/WALKS 1477.0 SF
POOL 911.8 SF
10, 981.6 SF (20.9%)
Requested By: 1 hereby certify that this survey, Revised:
denotes iron monument foundplan, or report was prepared by me www.ottoassociates.com
AS -- Grading Survey on Christina
NiBuilt cklow
or under my direct supervision and
p denotes iron pipe set orral4sas that I am a duty Licensed Land 9 West Division Street
Surveyor under the laws of the Buffalo, MAI 55313
and marked as shown: orro°-aoos� state Minn sofa. Of
Lot 1, Block 3, WILLOW VIEW, (763)682-4727
Date: Drawn By: Scale: Checked By:9j Job No.
� denotes soil boring SS4CtATES Fax (763)682-3522
G denotes percolation test hole Hennepin County, Minnesota � 18/12 M.L.f-/. � "=30' P. E. 0. Pain E. Otto %--12-0233
Date: ��`h -�� License # 40062 Engineers &Land Surveyors, Inc.