HomeMy WebLinkAbout2018-00271 - pool CITY OF ORONO I I I A I 1111111111111111111111111111
2750 KELLEY PARKWAY * 2DATE ISSS EUED: 2 7 1
: 03/16/2018
ORONO,MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 4325 LAKEVIEW CT
PIN : 06-117-23-43-0016
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 2 BLOCK 3
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : POOL-IN GROUND
VALUATION : $ 34,000.00
NOTE: SEPARATE INSPECTIONS REQUIRED: MECHANICAL,ELECTRICAL(STATE)
NOTE: PRIOR TO RELEASE OF ESCROW MONEY ALL DISTURBED AREAS MUST BE ESTABLISHED WITH VEGETATION. INITIAL:
NOTE: DO NOT DRIVE ON SEPTIC SITES SOUTH END OF PROPERTY. INITIAL:
NOTE: EROSION CONTROL MEASURES MUST BE INSTALLED AND INSPECTED BY THE CITY PRIOR TO ANY WORK. CONTRACTOR
MUST GIVE 24-HOUR NOTICE PRIOR TO INSPECTION. INITIAL:
APPLICANT PERMIT FEE SCHEDULE 535.28
PLAN REVIEW 166.73
PERFORMANCE POOL&SPA STATE SURCHARGE(VALUATION) 17.00
2405 ANNAPOLIS
PLYMOUTH,MN 55441- TOTAL 719.01
(763)270-1180 Payment(s)
CHECK 1746 719.01
OWNER
HENDRICKS,JIL&MARK
4325 LAKEVIEW CT
MOUND,MN 55364-
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
ier
revoke any ti o. • •ue cause.
. WI‘1[ ./2 , fT 3 1/691/ F
Applicant Permitee Signature iip Date Issue y Signature Date
City of Orono
Building Permit Application • il,
for Swimming Pools and Hot Tubs ernto
�O A r Mailing Address: Permit number: c)(5/7.0.97 2 /
*11(1")-
VPO Box 66
Crystal Bay, MN 55323-0066 Date received: 3--/ —�?
Street Address: Received by: /1
1/AIV7C'4%
2750 Kelley Parkway Plan review fee: /�'/, oL
Orono, MN55356Rx201 -O.0
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 besubmitted.
Incomplete applications will be returned. (Please print) ¢w 7/9 0/
GENERAL INFORMATION:
Job Site Address: 4325 14iWV -;
CONTRACTOR/ LICANT INFORMATION:
Name: =A..C Iz-/ii4 -`-i' —4--SPAt
State License# QxItt I L:N/ Expiration Date:
Phone: (Ci51} ""1 -3ggD Fax: (65613i—�3 72-
Address: 4.1 - ,,', 5 IJvNc> City:-R_LiAv�" ;.t 13 ZIP:5.
Contact Person: ., ti _ Contact's phone number I) 77 5-39-46
Email: Applicant is: Contractor Homeowner (Circle One)
PROPERTY OWNER INFORM TION:
Name: MAsi?-< P xS
Phone (day): ORO ($c -2_05
Mailing Address: 43, 5 LAK-V1 re`4J C.T. Mon'ic /J\K ZIP:553
Email and/or Fax:
ENGINEER INFORMATION:
Name:
Phone:
Address: City: ZIP:
Email: Fax:
PROJECT INFORMATION:
1. Pgpl 5 Hot Tub Dimensions: 4.Accessory to: 5.Type: 7. Retaining Walls?
L Ls' 1 feet
2. Heated? p yes ❑ no [A Single Family ❑Above ground 0 yes ( no Height
3. Excavated materials will be: 0 Multiple Family/Condo p In-ground *A building permit is required
91 removed from site for any wall 4-feet or greater in
used on site ❑ Public 0 Other(specify) height measured from the
❑Other: (specify) 0 Commercial bottom of the footing to the top
Total Cubic Yards 0 Industrial of the wall, even if it replaces
6.Sewage Disposal& an existing wall.
***Any earth movement may require 0 Other: (specify) Water Supply Tiered walls are considered
MCWD review and permits. one wall unless they are
Minnehaha Creek Watershed District(MCWD) 0 Public Sewer
separated by twice the height
15320 Minnetonka Blvd X Private Sewer of the higher wall.
Minnetonka,MN 55345
Phone: 952-471-0590 0 Public Water
Fax: 952-471-0682
www.minnehahacreek.orq 0 Private Well
Estimated Construction Value $ 1,5/067C) C-9-
Packet
-=Packet Last Updated: April 2016
Page 22
PLAN REVIEW n �
� CHECKLISTT FOR NEW STRUCTURES / ADDITIONS
Address: 4325 `�ILW C.Ctik f.frPermit No.: « -0)1,1
Description of work: ' f-gond i (glso sf Date Rec'd: 3.12- •15/
)
Septi review by: / ;" 4- o _________ Date Approved: V/4/----A-62
Zonin review by: ��.�� Date Approved: • 15' l 0
Builds g review by: lir 1 ,_Ai, Date Approved: ./// 1-//16
Grading review by: Ire 1 I. edward3 ((4W Date Approved: 3. 1311/
Zoning District: Re_( ' Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/ NA
Zoning: Lot Area:1 2. 2 AC Width: Structural Coverage: ! ik SF %
Survey Submitted: es D No Date of Survey: 3 'q' l ( Revised date(?):
Landscape plan submitted? D Yes Landscaper: l6 Sha/V4 Ø( f Y 0 No/ None proposed
Proposed Setbacks:
Q�
Front(L e) Rear(St t) ( N S E W ) ( N 0 E W ) Wetland
Side de x;105 tiwor
-- (pif I V)' CIO t ID '
Building Height Analysis:
Distance Between First Floor and defined Top of Roof* (See "building height" (a)
definition):
First Floor Elevation (from building plans): (b)
Highest Existing ground level (per survey) or 10' above lowest ground level, (c)
whichever is lower:
Difference between (b) and.(c)*: (d)
DEFINED HEIGHT
*If highest existing adjacent grade is above FFE-Height is(a) - (d): ,/(e)
*If highest existing adjacent grade is below FFE-Height is(a) +(d)
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
/Yes D No Permit Number: 0 Yes 0 No A/N/A 0 Yes ,No
see attached / Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
1: (circle one) (% and sf) (% and sf)
�.Rlno 0 Yes No 0 Yes pJ" No
1 2 03 ///
�S4�g st.
Updated: Jane 2017
z:\forms\plan review checklist 06-2017.docx
Fees to be Charged YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC—Number of SAC Units
Other(specify)
Square Footage $ per Square Footage _
Basement X = $
1st Floor X = $
2nd Floor X = $
Sa c• 6C 980 X 3?Ncl-- $ 3 7 70 ( . 415
Estimated Construction Value: $ .C74)ADO
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site 0 Plumbing 0 Grading/Filling
1)! _
❑ Poured Wall 0 Silt Fence/Erosion Control Mechanical ❑ Fire
O Foundation Survey 0 Hardcover Removal 0 ireplace 0 Water Connection
O Framing 0 Other(specify) 0 Masonry 0 Sewer Connection
❑ Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
❑ Foundation Waterproofing 0 Other(specify) 0 Landscaping
❑ Framing 0 Septic
O Insulation
O As-Built Survey
Final
❑ Lathe Required State Permits
❑ Other(specify)
0 Well /Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
0 See Builder Acknowledgement Form
a /, f ur1�d •rtot. mmai-- lau-es .IIshu W1 V ,' . hiIn"-
® -Prior to rel ase of escrow money • -- :_ _- • _ _•_ •
-- :-: - :: :- _ . • _- :- :- -- . -.. e•ed.
l7k 0
ero fr G 1 ruccaiu netni- ll;2.d i-- (t
C+ I./ ( 1-b any w avy.... c fra cia rub,- divt_ --mfrr
p O h u- pro' ID NacharN,
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Christine Mattson
From: Adam Edwards
Sent: Tuesday, March 13, 2018 3:17 PM
To: Christine Mattson
Subject: 2018-00271 /4325 Lakeview Court pool
Chris,
I found a Site plan for a pool at this address in my inbox. I've reviewed the subject plan and stamped it approved.
1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any
work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection.
Adam
Adam T. Edwards, P.E.
Director of Public Works/City Engineer
City of Orono
(952)249-4661
aedwards@ici.orono.mn.us
1
Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum
required information is included with the submittal. If not, the application will NOT be
accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on
application submittal requirements.
Completed Application
111 Plan Review Fee Paid
Signed Escrow Agreement & Escrow Payment
ErPlans (to scale) x2
0 Certificate of Survey (to scale) showing the proposed project &
meeting all requirements x2
EliHardcover Calculations (if applicable)
DAam aware that Orono will not issue a building permit without a
copy of MCWD permits (or documentation from the MCWD stating
the proposed project does not trigger their permitting
requirements). I will con the MCWD at 952-471-0590
regarding this project.
C.72,\,..(a.)„.1
Signed by:
Address: -.325 LRWv CS,
Permit #:
Packet Last Updated: April 2016
Page 2
wrYti-ar'crW tirEe.w
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary
to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
1.47:—... p..,;_i L-- .} 01\15BE-R 6--
First Middle Last
ZAA AtiN L/14•4
Address
z•--k A.,\C%:.0-W M 5 )
City State Zip Phone
I and stand my rights as stated above.
i
Signature 44/ '....----74?--)
Packet Last Updated: April 2016
Page 9
City of Orono
�oNo Hardcover Calculation Worksheet
Property Address: 4325 Lakeview Court, Orono, MN
sf `�
Prepared by: CWM - Westwood Prof. Services Date: 03/09/18
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey
(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all
proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover
status of the property. For Tier 1 properties, identify any features by letter which are split at the 75'setback line and
calculate hardcover square footage separately for each portion.
Key to Hardcover Item(Describe) Length x Width Total
Survey (Square Feet)
(Example): (Garage) (24'x 301 (720 S.F.)
A HOUSE 78X3 2600 S.F.
B GARAGE 38X25 978 S.F.
C SUNROOM 14X15 190 S.F.
D DECK 13X15 202 S.F.
E FRONT STEPS STOOP 6X9 58 S.F.
F DRIVEWAY/SIDEWAL 70X14 1932 S.F.
G PROPOSED POOL 44X20 880 S.F.
H PROPOSED POOL DECK 80X38 1716 S.F.
PROPOSED POOL EQUIP. AREA 8X3 22 S.F.
S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
S.F.
✓ S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Proposed Hardcover 8, 578 S.F.
Excludable Hardcover(See Clity Code Sec 78-1684):
FIRST 100 FEET OF PERVIOUS DECK 100 S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover 10 S.F.
(3) Net Proposed Hardcover [Subtract line(2)from line(1)] 8478 S.F.
(4) Total Lot Area 12 3, 2 4 5 S.F.
Proposed Hardcover Percentage [(3)+(4)] 6. 9 %
Packet Last Updated: April 2016
This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;
however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail.
Page 19
Prepared10 / / I - _. i Well. ,-5- - - -
B y I
TM > ,
City of Orono
PlanningA Zoning Plan Review
� f�,
GARAGE DRIV Y Reviewed .or Code
Site flan Review Date: ✓' 5 .t
C15?
Compliance � i$y of Orono \
APPROVEDStit
❑APPROVED WITH REVISIONS(see notes) D t@ /40
Performance Pool & :pa O DENIED l I�
2405 Annapolis La - / State_ iGWer`g �iCC 40
Plymouth, MN 5 ,41 /, i _
(651) 775 - 39,4E-----11
(651) 731 - 8.L Fax /
Attn: Ken -.ns ,• , Porch 1
Kenrons.=rg@Cot .st.net
0
Horn: Owner.
Mar endricksf a� — 1
4. 5 Lakevi w Ct. J4 HOUSE
Orono, MN 55364 4 LFE=971.45 1
(920 39-2635 •.q
6
Lo - 2 Block- 3 !:: o Pool Equipment
Subdivision- 2.83 AC O X 971.00
Xakeview of Orono
)
GRID 117-23-43-0016 _ Sun Wood
Room Deck
Pool Dimensions A u,
N Width X Length a l'
Pool 1-.20 X 44 ) ' .:.• . :n 80.3 3.• - /
- Nbeck( 37:45X81.35 ) -
(955:'35 )Denotes Proposed Elevation 26.6 /
970.08 I •9.84 X x /
955.3DenotesExisting Elevation 10.75 T,--' ``�
— Den s Drainage DireetidA Proposed Pool / ‘o' �4 o /
X\ X Denotes ilt Fence 44 el :-
[ 11111.111
/ /
Proposed Elevation �o God
Scalie-1 Inch 20NFeet N \ _1 (29070X. l3) X10;'aa"t + 10
969.67 _ s.27 Xjr:
/ / -\City Codes/Setbacks N . / 3. 5X /stito^��m / /
P4vncipal \\10'Watet \ r / s� / / �o
Sid - 30 Water - _�/ / efo /
Rear \ - 30\WaterN X Fencer
/ S
i 1 Sift Fed / / /
Equipment - Same S& N —-- / & /
Fence - Auto- verN N - - . / ---
Septic
Septic 'Water • '- / / ,---
_well
_we ll(31- -20 Water \ \ c` . / - / /
/ Drainfield -20'W>�ter10 / /
--- — — -
N , /
KI I Iwatt DETAIL
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ANTI-VORTEX L SAFETYROPE
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�� AN lEBRACE' -I DRAIN AND FLOAT I- it CONCRETE FOOTING
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POOL SIZE A B C D E F G H J K L• NSPI TYPE
12' X 24' 12' 24' 8' 7' - 6" 6' 2' -6" 6' 2' -6" 7' 3' -4" 26' - 10" 0
14' X 26' 14' 26' 10' 7' -6" 6' 2' - 6" 6' 2' - 6" 9' 3' -4" 29' -6 3/8" 0
16' X 32' 16' 32' 8' 14' 6' 4' 8' 4' 8' 3' -4" 35' - 9 1/4" I I -
16' X 36' 16' 36' 12' 14' 6' 4' 8' 4' 8' 3' -4" 39' -4 3/4" I I
18' X 36' 18' 36' 12' 14' 6' 4' 8' 4' 10' 3' -4" 40' - 3" I I
20' X 40' 20' 40' 14' 14' 8' 4' 8' 4' 12' 3' -4" 44' - 8 5/8" I I
14' 8' 4' 8' 4' 3' -4" I I
IN ACCORDANCE WITH ANSI/APSP/ICC-5 2011,THE A"'" ' V DIVING/SLIDING EQUIPMENT SHALL BE
.....4510. INSTALLER IS RESPONSIBLE FOR PLACING ONE SKIMMER 4.1.7 eF: P0r'" DESIGNED FOR SWIMMING POOLS AND
FOR EVERY 800 SQUARE FEET OF SURFACE AREA AND ONE :r SHALL BE INSTALLED IN ACCORDANCE �I f
42" STEEL PANELS RETURN FOR EVERY 300 SQUARE FEET OF SURFACE AREA. WITH THE DIVING/SLIDING EQUIPMENT
- ` MANUFACTURER'S SPECIFICATIONS. iI /l
DWG#: MEETS DEPTH AND SHAPE MINIMUM --• PLEASE CONTACT THE DIVING/SLIDING
STANDARD ANSUAPSPACC-5 20 1 EQUIPMENT MANUFACTURER FOR
USREO6S1836-13L DATE: 11/16/16 IDSR: 76First THEIR SPECIFICATIONS. CERT#ESR-2782
KIT#: RE06S1836 SCALE: 1/8"=1'-0" RECTANGLE
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1 - Filter & Pump 7 - Deck Supports 13- Main Drain
2 - Plumbing 8 - Steel,Wall Panel 14 - Return Fittings
3 - Threaded Rod A-Frame Bracing 9 - 3Step Ladder 15 - Safety Rope & Floats
4 Concrete Footer. 10 - Standard A-Frame Bracing 1�6 - Concrete Receptor Coping
5 -Auto Surface Skmmer 11 - Inpoot Light 17 - Vinyl Liner
6- Turn Buckle A-Frame-Bracing 12- Diving Board 18 - Walk=in Stairs
, Variable-Speed Pump
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VARIABLE-SPEED PUMP. r� —ill 1 A iiiii ,
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MIN-,Millimi
Save upto 90% onenergy 'r- 1111
,_. 13Sf4.-.1Front Edge .
Union
costs with the ePump e�laa
Center to Center Center of BON Hobe
32 s!a'
Variable-Speed Pump"
SPECIFICATIONS
With today's rising energy costs,saving energy standardePumppartnumbersandspecs
is a must.The ePump's eight variable speeds Model No. pHorse-ower Voltage watts Pipe wwi Carton atl;a
and high-efficiency motor make it the quietest VSSHP220AUT 0.25-2.2 208-230VAC 2,100W 2Ya-r 71.Stbs 33W
VSSHP270AUT 0.25-2.7 208-230VAC 2,300 W 2/-3" 71.5 lbs 33112"
and most efficient pump available,saving pool ,EP2,05VRS 0.25-2.7 208-230VAC 2.300W 2+-3" 71.5 lbs 331/2"
owners a tremendous amount on energy costs.
PERFORMANCE
Ultra-Efficient Operation ePUMP PERFORMANCE CURVES
Features an energy-saving totally enclosed fan-cooled -- "°
(TEFC)permanent magnet brushless DC variable-speed 2
motor for cooler,quieter operation and extended life..
LIJ so,
U.
Stealth"'Pump Technology >o
Features powerful,efficient operation with a whisper-quiet x M
motor and the largest smooth surface trap basket on the �, ""'�°�""
market for reduced maintenance.Packed with more user- ,, - vssr
friendly features including ergonomic handles and easy-to- a� „�,. r .. so
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read indicators. ' . Pew:20n =emu
0a e1 s'se ees rere s s _ - 1s 100 we Si.in s0 as.s0
VGB-Compliant SVRS Device Also Available FLOW GPM
Features Safety Vacuum Release System("SVRS1 *Four Control Options '
technology to aid in the prevention of full body entrapment
hazards in compliance with the VGB Pool&Spa Safety Act Completely programmable andcustomizablewith four
control system options:
(P&SS Act).Utilizes an ANSI®/ASME®A112.19.17 certified
1.AquaLink RS
Suction Vacuum Release System.
2.AquaLink PDA AquaVnk
3.AquaLink Z4
4.JEP-R Pump Controller
•
*Complies with Appliance Efficiency Standards ICEC Title 20
&ANSI®/APSP-151 and Qualifies for Utility Rebates***
Zodiac Pool Systems.Inc. *Up to 70%quieter than traditional single-speed pumps.Results based on internal testing.
2620 Commerce Way,Vista,CA 92081 "Actualsavings dependent on pump horsepower,usage and energy costs.
1.800.822.7933 1 www.ZodiacPoolSystems.com' "*Where offered.
1 l f_R i_Y S r i Zodiac Pool Systems Canada,lnC. 02015 Zod'.c Pool Systems,Inc.St.6205 Rev 0 0515
2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 4:J"45 ZODIAC®Is a registered trademark of Zodiac International,S.A.S.U.,used under
1.888.647.4004 I www.ZodiacPooiSystems.ca license.All other trademarks used herein are the property of their respective owners.
Tandy
Pm/SeSer yes
www.ZodiacPoolSystems.com
Technical Specifications
CV / CL Series Filters
NSE
CL Cartridge Filter
Specifications
Feature CL340 CL460 CL580
Filter Area 340 ft.2 460 ft.2 580 ft.2
Design Flow Rate .37 gpm/ft.2 .33 gpm/ft.2 .26 gpm/ft.2
Maximum Flow 127 gpm 150 gpm 150 gpm
Six Hour Capacity 45,720 gallons 54,000 gallons 54,000 gallons
Eight Hour Capacity 60,960 gallons 72,000 gallons 72,000 gallons
Max.Working Pressure 50 psi 50 psi 50 psi
Cartridges Required 4(85ft2 each) 4(115ft2 each) 4(145ft2 each)
Shipping Weight 93 lbs 95 lbs 101 lbs
Height("A") 41 inches 41 inches 47 inches
Footprint 25"diameter 25" diameter 25" diameter
circle circle circle
Distance Between Inlet and 8„
8" 8"
Outlet
. .
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Pro Series
Jandy Pro Series
JXiTM Gas-Fired Pool and Spa Heater
Models 200, 260, 400
__
(6410) (
ry
EXHAUST SIDE FRONT
36.5-
—
(93 cm) 'VersaPtumb•
..-gill ' _ d! f �_ 1. Sweep Elbow Inlet
j Al `Optional Inlet
.-
(64 c
26.5' ' `�$ 166 m1
Milli
(67 cm) _11. n
� !� r_
it 18.5
16.0- I [47 cm
(40.6 cm 1 ila ife 21i 1—-
10.13
#� Cr�*t I Zw------~ (14.z cm
�� ■■ �g 1T f
22.1' ouriat
(56 cm) 6 22.9" .-
(16
(16 cm) (58 cm)
NOTE:Dimensions are identical on all heater models
Specifications
Model Firing Heater Vent Min. Max.
Number Rate Width Diameter Depth Height Weight M GPM
JXi200** B10[JK 22.9" 6"(15cm) 22.1" 26.5" 117 lbs* 20 120
JXi260 B, 22.9" 7"(18cm) 22.1" 26.5" 120 lbs 25 120
JXi400 B 22.9" 8"(20cm) 22.1" 26.5" 126 lbs 40 120
GOVERSTAR
MEM
Date: July 3, 2007
To: To Whom it May Concern
From: Harold Rogers,V.P. Sales
Re: Coverstar safety covers: UL and ASTM standard F 1346-91 for safety covers for swimming pools
All Coverstar cover systems including the Eclipse(CS 1800 SS), CS1800(CS 1800), Leading Edge
(CS1800 LE), CS1800 SwimWise(CS1800 SW), Omega(CS 1800), CS3000(CS 1800)are UL listed
(UL certification listing is shown in parenthesis). All meet the ASTM standard for safety covers as
specified in ASTM standard F 1346-91 when they are installed and maintained properly according to the
installation and homeowner instructions which have been provided by Coverstar. On several different
occasions,the Coverstar covers, both automatic and manual have been tested by independent testing
laboratories and have always been found to be in compliance with all the ASTM requirements for safety
covers. Our covers are also listed by UL(File E164833)and classified by UL as a power safety cover in
accordance with ASTM F 1346-91
If you wish to verify either of the UL certifications,take the following steps:
Go to www.ul.com
Once there click on Search UL.com
Click on Online Certifications Directory.
Under General Search click on UL File Number
Type in E164833 and hit enter
You should now see Coverstar's listings. If you have problems, you can also search by company
or by Automatic Pool Covers
If more information is required about ASTM and its standards, you can go to their website at
www.astm.orq.
Shown below is the UL authorized label that is attached to the automatic cover system that we ship which
shows both UL certification and compliance with ASTM F 1346-91.A label is also placed on the front of
every cover stating that we meet the ASTM safety standards.
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If you have any further questions about our covers, the UL certifications or the ASTM standards, please
call or Email me.
L0127 7-3-07
COVERSTAR INC. 1795 West,200 North,Lindon,UT 84042 Phone 800-617-7283 Fax 801-373-5095 Email hr@coverstar.com
Christine Mattson
From: Chase Vanderbilt <cvanderbilt@minnehahacreek.org>
Sent: Monday, March 12, 2018 10:05 AM
To: Melanie Curtis; Christine Mattson
Cc: KEN RONSBERG
Subject: MCWD No Permit Needed:4325 Lakeview Court, Orono
Good Morning,
This email is to inform you that no MCWD Permits will be needed for the installation of an in ground pool at 4325
Lakeview Court,Orono. Disturbance estimates fall below MCWD's Erosion Control Rule thresholds.
Thank you and please let me know if you have any questions about this project.
Best regards,
Chase Vanderbilt
District Representative
Minnehaha Creek Watershed District
Direct 952.641.4580
MINNEHANA CREEK 15320 Minnetonka Blvd.,Minnetonka,MN
WATERSHED DISTRICT www.minnehahacreek.org
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