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Home My WebLink About2012-01130 - pool CITY OF ORONO * z 0 1 z - 0 1 1 3 0 * 2750 KELLEY PARKWAY DATE ISSUED: 12/04/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 �'.DDRESS : 2900 DEER RUN TR PIN : 04-117-23-24-0013 LEGAL DESC : OLD CRYSTAL BAY ROAD ADDN : LOT 008 BLOCK 004 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENT[AL CONSTRUCTION TYPE : POOL- IN GROUND ACTIVITY : 649-ALL OTHER BUILDING& STRUCTURES VALUATION : $ 15,000.00 NO'I'E: SEPARATE PERMITS REQUIRED: MECHANICAL AND ELECTRICAL(STATE) * WETLAND BUFFER IMPROVEMENT PLAN MUST BE SUE3M[TTED PRIOR TO RELEASE OF BUILDING PERMIT ESCROW. ([3UFFER ESCROW TO BE HELD ACCORDING TO ESCROW AGREEMENT PROVISIONS.) � � APPLICANT PERMIT FEE SCHEDULE 265.50 PERFORMANCE POOL& SPA STATE SURCHARGE(VALUATION) 7.50 1890 WOODDALE DRIVE WOODBURY,MN 55125 TOTAL 273.00 (651)731-3440 OWNER KACZKE, ROBERT&JILL 2900 DEER RUN TR LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT I'he work for which this permit is issued shall be performed according to the approved plans and specitications,applicable City approvals,and the State Building Code. This permi[is for only the work described and does not grant permission Yor 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 specitied herein.This permit will expire and become null and void if consVuction 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 app icant is responsible for assuring all required inspections are reque t d� onforma e with the State Building Code.This permit may be revo t any e for d e cause. � � . , -, /�j l l /02- App icant Permrtee Signature, � Date Issue By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � , A ✓ ' � City of Orono �� Building Permit Application r � for a Swimming Pool ��► �� Mailing Address: Permit number: ��1�-D//3 O �,�,��. PO Box 66 O �� Crystal Bay, MN 55323-0066 Date received: ��"'lP '�02-- �'�'��;,,, Received by: /�� a, ��,,;, ,, Street Address: �',�, �.. '° 'BJ� �ti�' 2750 Kelley Parkway Plan review fee: J� , l.yg�SHo�,� Orono, MN 55356 a��_��g Total F e: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �,(; This application form must be completed in full and all required informa on must be submitt . Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 2p��'�� --�� CONTRACTOR/ LICANT INF ATION: Name: ��r��nti,s�� SQR State License# � _ Expiration Date: Phone: ��5 1 ��l �-� 4t� Fax: �(v��7�3�-�.3�2 Address �,G � , Cit : • � ►,�.� ZIP: '� �t2 r Contact Person: ' o .- - Contact's phone nu (�;.,5-i S�-. '`�4c> Email �, ,-..� .�' n� � C�. � Applicant is: ontractor Homeowner (Circle One) PROPERTY OWNER INFORMATION: Name: ^ z E Phone (day): �-�q- Mailing Address: �qqr� . ��-+; , ,,,��—T'�.�-i� �''�r��} �vv� ZIP:J��S�v Email and/or Fax ENGINEER INFORMATION: Name: Phone: Address: Email PROJECT INFORMATION: y r ,, +�� (1v`� P 1. Pool Dimensions: 4.Accessor to: � /!�� C osal & V�(� �Iy �X �1.�G feet F�Single Family �r 1`-' '\�1�'_' 2. Heated? ❑ Multiple Family/Cor � yes ❑ no � Public � ier 3. Excavated materials will be: ❑ Commercial /?�� `� " " ;r ❑ Industrial �� l � removed from site � II ❑ used on site ❑ Ot her. (speci f y) V^�„ „ „ 1 C'�.�'`�` � � � ❑ Other: (specify) � . ,�,� �V3 J�y Total Cubic Yards � Estimated Construction Valuation $ ��r,�� LastUpdated: 10/28/2010 - 7- 1 � w' ' REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable`` ❑ ❑ Permit A lication ❑ ❑ Plan Review Fee ❑ ❑ Pool Plans ❑ ❑ Surve includes radin lan ❑ ❑ Hardcover Calculation Worksheets ❑ ❑ Erosion Control Plan or co of MCWD Permit ❑ ❑ Se tic S stem Certification ❑ ❑ Wetland Buffer Im rovement Plan ❑ • O Escrow 8� Escrow A reement ❑ ❑ Other ❑ O Other ❑ ❑ Other ❑ ❑ 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 govemmental agencies required by law. If you refuse to supply the information,the permit may not be issued. ApplicanYs Signature: Date: �/�/ � 2� Owner's Signature Date: Plan Review Checklist for New Structures / Additions Address/ PID/ Legal: �"lvv kcaC�[� ��lM� Description of work: �0 I Septic review by: � Date Approved: �. �' Zoning review by: Date Approved: � Building review by: Date Approved: �� " � 'Z�/2— Grading review by: �� Date Approved: �� 30�a Zoning File#: Resolution#: Resolution Date: Zonin District Fire Department Post Office School District Zoning: Lot Area: �J(D� • g�F/AC Width: Depth: Survey Submitted: �es 0 No �� Date of Survey: ��•.�•(Z. Pro osed Setbacks: Front (Lake) Rear( eet) � N " � S E W ) Other Buildings Wetla d � \At� Side �' L�� 4S � �� ( 135 No►�1. �� Bui l ding De fine d Heig h �� #of Stories Ok?: 0 YES . �' FOR A BUILDING WITH A B ,� � (',, � BUILDING ON A SLAB FOUNDATION' v START WITH the distai , 1`1 T' the distance h�� and the highest space flo� � �- roof n�-' �of a flat roof, the cornia ' or the mansard r� � ther arch-type or other arc � SUBTRACT half the dist. �� \�\� �est windaw hi hest roof f (� roof SUBTRACT the distance v � � he highest space floor ai ,`� � the foundatior \�•� �/� � \^ (� � EQUALS Defined buildir '�\��,� `(�t r�� 1 1 ' � V`� Lot Coverage: � _ _ \(� ` . / Shoreland District ..��WD Permit Received Av ��` �J` � 0 Yes ❑ No 0 N/A � r� o � Yes �Vo � 1� � � . / Permit Number: - _ �`� Hardcover Zones Existing Proposed Var, � _„yuired 0-75' � Y, �� 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 Foota e $ per Square Foota e Basement X = $ 1 St Fioor X = $ 2nd Floo� X = $ Garage X = $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site 0 Plumbing � Grading / Filling � Well 0 Hardcover Removal �Mechanical � Fire Electrical �Footing � Septic � Water Connection 0 Poured Wall 0 Fireplace 0 Sewer Connection ❑ Foundation Survey 0 Masonry � Lawn Irrigation 0 Radon Rock Bed ❑ Mfg. 0 Framing � Other(specify) 0 nsulation s-Built Survey Final 1 �L.Other (specify) �� 1 REMARKS (in-house): e Other Review: Reviewed by: Date Approved: Access:Existing: � YES � NO New: � YES ❑ NO REMARKS (TO E NOTED ON 2ERMIT AND INITIALLED BY PERSON PULLING PERMIT) Y�' �lA�l V►�.l.�S � rn; v(,�y t�G a�e P�u�W�iu I� � P� ?/�r�tu t� Ia I�lol ��vrd r � ��w �-av�� vn S Updated: 09/11/2009 z:\forms\plan review checklist.docx � � i Y O A rO !� C ITY OF ORONO ; � Street Addrcss: Mailfng Address: Tebphons(95�249-4600 '�,�, ,,� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 ��kESH��G Orono,MN 55356 Crystal Bsiy,MN 55323 wwwd.oro�.mn.uc I i November 7,2012 Ken Ronsberg � Performance Pool&Spa . 1890 Wooddale Drive � Woodbury, MN 55125 Re: 2900 Deer Run Trail Building Permit Applkatian#Z012-01130 On November 6,2Q12 the City received a bullding permit applicatfon for a pool. 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 2 wetland exists on the subject property; according to Orono's City ; Code Chapter 78 Article XI Wetlands Protection, Manage 2 wetlands require a 25 foot wide vegetative buffer. The proposed project appears to trigger the City's Wetlands Protection regulations. The delineated edge, approved by the MCWD on December 30, 2011 must be shown on the survey, along with the required 25'foot buffer and 20'structure setback from the buffer. The previous projects have not triggered the buffer requirement. 2. Certiflcate of Survay. Please provide 2 copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed) indicating the location of the proposed pool (and any proposed grading) as well as all existing buildin�s, structures, landscaping, retaining walis and hardcover on the property. The survey must also show the approved wetland delineation,25'wetland buffer and 20'structure setback.The bufFer and setback should be staked on the site. 3. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The City cucrently holds and escrow fo�the building � additions on the property. Please sign the updated escrow agreement combining the building and pool permits. No additianal money is needed at this time. 4. Wetland Escrow&Fscrow Agreement. Projects which trlgger installation of a wetland buffer require a wetland buffer improvement plan and an escrow (refer to attached City Code Section 78-1601(c)(4)). , After the delineated wetland edge, wetland buffer and structure setback are shown on the survey and marked on the property,our wetland specialist will visit the site and determine what type of vegetative " buffer improvements, if any, need to occur. If estabiishing a wetland buffer is requtred, the wetland specialist with determine the cast associated with the buffer work and we will require that amount in escrow until the buffer is established. No�nember 7,2092 2900 Deer Run Tiail Paqe 2 oi3 � The above information ls required to be submitted or revised in order for the pian review to continue. Please feel free to contact me at 952.249.462d or by email at cmatison�cl.orono.mn.us if you have any questions. Since�ely, ; GTY OF ORONO . Christine Mattson Planning Assistant c Bob&Jfll Kaczke;2900 Deer Run Trail;Orono, MN 55356 Ken Ronsberg via email at kenrons�era�comcast.net Enclosures: Survey requirements City Code Section 78-1601 Updated building permit escrow agreement form , � November 7,2012 2900 Deer Run T�N Page 3 of 3 Sec.78-1601.-Purpose and Iriter�t. (a) The purpose of this section is to recognize, preserve and protect the environmental, aesthetic and hydrologic functions of the city's wetlands by regulating the use of wetiands and their adjacent properties in conJunctlon with the goals of the environmental protectlon plan within the cornmunity management plan. These functions include, but are not lim'ded to, sediment control, pollution control, fittration, �sh and wfldtife habitat and aquifer recharge. The surfacc� water management plan wlll provide guidance for atortnwater tr�tment requirements and wetland restoretion opportuni�es in order to protect the integrity of wetlands. (b) The intent of this section is to protect we�ands to the maximum extent possible while allowing a reasonable use of the property, This section adopts the regulations and standaMs of the WeUand Conservation Act of 1991 (WCA), Laws of Minnesota 1991; chapter 354, as amended, and the rules adopted pursuant to the WCA. It also establishes a we�and oveMay distric� This overlay district further regulates the underlying land use as allowed by other districts or the WCA. (c) This ar�de applies to, and wetland buffer areas must be created or existing buffer areas must�maintained around, a protected wetland loc�ted partially within, wholly within, or directly adjacent to the property in the following situaUons: {1) When the we�and is required to be rep{aced or restored,or when the wetland is being altered; ; (2) When new development oa:urs. For purposes af this subsec�on, new development means: a. Any subdivision that craates a new lot�at has no principal structure on it; b. Constructlon of a prindpal structure on an existing vacant parcel of land; (3) When tedevelopment occurs that has the potential to adversely impact a weband. For purposes of this subsection redevelopment means�e removal of the principaf structure to the extent of more than 50 percent of its maricet value and volume and rec�nstrucfion on the same property. This reyuirement does not appy ff oonstructlon is the result of fess than 75 peroent of the building being damaged by an [nvoluntary force, such as flre,wind,or vandalism; (4) When any construc�on or land a�erabon activity �at does not falt within the meaning of 'redevelopmenY has the potential to adversely impact a we�and. • For purposes of this se�tlon, "the poten�al bo adversely impact a wetland" exists when all of the following three conditions exist a. The portlon of the property disturbed by construction or Iand aiteration activity drains fio the wetland; and � b. The amount of grading exceeds 50 cubic yards or the constructlon activihr involves the � disturbance of more than 5,000 square feet of area;and c. The redevelopment activity results in a net Increase In the square footage of impervious surtaces that drain to the we�and, or results in the relocatlon of impervlous surfaces doser to the we�and, or resufts In changes to drainage patterns (slopes, meander pattems, etc) that �e city engineer determines will increase the velocity or rate of n.�noff to the wetland. For new development, alf wetiands on the property shall be subJect to the buffer requlrements. For redevelopment or other grading or construction sltuations that are not new development, only the we�and that is potendally adversely impacted shall be subject to the buffer requirement In the event that the wetland is on an adjaoent property but near enough to the subject property so that buffers to said we�and would extend irrto the subject property,the buffer requirements apply. (Ord. No.28 3rd series, § 1, &22-2005) , � i _ I i ' , i �..�R�;� �.. 1�-5�- �(� M� � �; i 2`�t� ��r�S ) /�f-,� � __ Ii � ' ..�n � ' __ ; — �2G v f�� o c�L _._._ _ ._ , i - _ __ _ I � �� I _ ' �5�� '7 � 5-3�� I ��,� .�- 5�.�- ___ _ i I � _ � - _ ! � � _ _ _ _ _ _ _ _ - - � - _ _ _-_ ___ _ _ ___ --- - - � , ' r Prepared By:-- -_ � > � � �` �� PERFOR NCE ,�p,9 _ sA�� / / i��" . � Performance Pool &Spa 90 Wooddale Drive o ury, MN 55125 (6 3 440 (651) 73 3 ax Attn: Ken Rons Pool Fc��inment� Home Owner: � Bob& Jill Kaczke ��o TOW 9 9.63 2900 Deer Run Trail OW 99 .13 � gg9 30 x Orono, MN 55356 �-�----------�-��'�, 5 Addition 763 559 -8907 9.3� '' poo� 1`II �`, . ' ed --Lot-'---8--------Block-"�-4---....---- PC��,�aXao t�or� ', Subdivision - - 10 Propo'��?gg8`131-'�99�,66�' — -- -- — - 1 11 Old Crystal Bay Road Addition � Pool Dimensions Width X Length �•a$ a' Pool ( 18 X 40 ) � � Deck ( 2g X 55 ) '�o Q ( 955.35 )�enotes Proposed e�evat�on � X 998.30 W X 955.35 Denotea Existing Elevatlon GARAGE � Denoles Dreinege Directlon Sllt-Fence � —3E--�- Denotes Silt Fence Scale -1 Inch = 20 Feet HOUSE Cit Codes/Setbacks Princi al - 1 ' - 1 ' Water Addition PORCH Side - 15' Concrete Rear - 15 ' Concrete `� - -- E ui ment -Same S & R Fence -Auto-Cover Se tic - 10 'Water Wood Dec � Well -20'Water o Drainfield -20' Water ` o,. T � � � � � � ` � .�t^ (�; 1 ANE-;l E 6 "K�1.Ul�j� 5'F'E�C�I�� TCA�(-TDNS = . NaN�. � N t;' RADIUS Q CUkNEk 1NSERT � STEtl. POOI PANFL — ,--— PAI�L --.� I L2' x t 1/2' �;� � �- � SQUAfiE C�RNER ANGLE cor�c�s[ Toontt � � PANEL. e' u� �ueuM . •, 5, •;� �� INSERT 2' Poo� �, '`' � �_ 3/Q NUT 1n —�'' PA � 3/8 x 3/4 H[]L7 N �----. . � Ei". 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" �.,� :r � *,�� F» Xt:r a��tw Y }.,. x'�a � � � - �.,�� -,LXF,rta,�r �. +, ��'^K` J, � �+y- x _; r.,..., ""t 'a2� aa �. �r'� �p„r �`,- +e�' . ri .1._ .. ` ,�.,m f� S ^ '�' �,,••"` 's.� '� — : .'�` �e.+. , 3 � S � � y I�I', _� ��a' ��i� �� . ;4: .,�,�,e'"'�.""``,.,' � �� 1 i ,�.,�� .��s� 1'�' �a�'-,u'�v �,�r� � �.,v �cy,„�".:�� . . �. �axs� B ..� e�°�. - C � rc+. �, r`s.,h„x.,v�AY �"f n�Q" �� 9�;; s_. i - Filter & Pump 7 - Deck Supports 13 - Main Drain 2 - Plumbing 8 - Steel, Wall Panei 14 - Return Fittings 3 - Threaded Rod A-Frame Bracing 9 - 3 Step Ladder 15 - Safety Rope & Floats _ 4 - ConcreUe Footer 10 - Standard A-Frame Bracing '16 - Concrete Receptor Coping 5 - Auto Surface Skimmer 17 - Inpool Light 17 - Vinyl Liner 6 - Tum Buckle A-Frame Bracing 12 - Diving Board 18 - Walk-in Stairs � � �_. , 5pecifica#ions crnd Dimen`sions f��.�andy PHP%.PHP..1J Pumps , . , , _ .. �� .,..,. . . , . . �� . _ . �D�rnensid�s.:�or,Ja�d .PH�,PHPU Pom s. MODEL NO. H•P VOLTAGE AMPS PIPE CARTON � I W I B PHP.75 .75 115/230 6.0/12.0 2" 4216s. 26'�a" 26,/x" PHPI.O ].0 115/230 7.2/14.4 2" 441bs. 26'/:" 27" PHP1.5 1.5 I15/230 9.2/18.4 2-2'h" 4916s. 27'/a" 28%" PHP2.0 2.0 230 10.5 2-2'/:" SOlbs. 28S�tl" 27'/." PHPUl.O 1.0 I15/230 6.0/12.0 2" 4216s. 26'�a^ 26'/i" PHPU1.5 1.5 115/230 7.2/14.4 2" 441bs . 26%:" 27" PHPU2.0 2.0 i15/230 9.2/18.4 2-2'h" 4916s. 27'/." 28'/." PHPU2.5 2.5 230 10.5 2-2'/:" 5216s. 28'�a" 27'/." PHPU2.0-2 2.0 230 2 Speed 8.9/3.l 2-2Y�" 5616s. 28'/:•' 27,/." PHPU2.5-2 2.5 230 2 Speed 10.6/3.2 2-2'/:" 63 Ibs. 295�e" 2g�/." When installing pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. 4 q - 9'/M•-► � �--13?4�-► �7°he'-�{ . . � � ,��1 1 9, 9• 1 l 1 i,-,z�-�i 5 Frorrt Edge ot Unlon to Camer Bok Holm, of Boh Holes Center m Cs�ter .' , :�I�WE�IP�1Pl1 �';4mp�-C'urves Faet p H ad �andy PIusHP Series High Head Pumps s ,ao Full Rated(PHP)and Up-Rated(PHPU) yo -� � ao � � 80 35 ♦ � 70 ` � 30 � PHrz.a �� \ PMPU2.5 25 , 50 �� ♦ � 20 40 � 30 �`� \ 15 20 ,� ` PHP7.51 70 PHPU20 10 �P75/ -• � 5 rHru�.o aHat.a 0 � PHPU1.5 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 Flow(GPM) • 2004 Pool and Spa Products Catalog �dy � -� ' �lctnd� QEL Series Diafiomaceous�arth.�ii#ers� . For unsurpassed water clarity, choose Jandy�D�L Senes Diatomaceous Earth filters. Easy-grip handles on the tank lid make installation and cleaning a snap. The extra large capacity extends cleaning cycles. Our signature Clean/Dirty indicator on the pressure gauge allows you to conveniently assess filter condition. High impact, LIV and corrosion resistant thermoplastic tank construction provides long lasting durability. The rigid, heavy duty tank clamp ensures safe operation. They accommodate three types of valves: multiport valves, slide valves and the Jandy NeverLube Backwash Valve. We offer a � choice of 48 and 60 square foot models. , . Specifcc�tions';and Dimensions, DEL48 and,`DEL60,F�I�ers; Spe�f'`i�ah�ns fo�T��,Series'D.E.�ilxers MODEL NO. DEL48 DEL60 Filter Area 48 ftZ 60 ft2 Design Flow -- Rate 2.00 gpm/ft2 2.00 gpm/ft2 ��25�� Maximum Flow 96 gpm 120 gpm Six Hour Capacity 34,560 gals. 43,200 gals. Eight Hour Capacity 46,080 gals. 57,600 gals. Maximum Worldng " " Pressure 50 psi SO psi D.E. Required 5.O lbs. 6.0 Ibs. — 18'/2" • Shipping 10'/�' Weight 95 1bs. l O l lbs. � Height("A") 41 inches 47 inches Footprint 25" circle 25" circle Distance Between g inches 8 inches Inlet and Outlet � 2004 Pool and Spa Products Catalog �dy � Introducing the first pooUspa heater '. so advanced it's simple. � • Technology. Relz'ability. � LX/LT Heaters Our exclusive digital controls provide more precision and less hassle. And inside the incredibly MODEL WIDTH HEIGHT uewrF+ vENT WEIGHT wEi�� reliable WLT heaters you'll find plenty of features to 250 2s�/a" 3o��e" z��/e" �.o" 206 Ibs. �72 Ibs. 400 34V4" 30�/e" 27Va" 9.0" 31816s. 21616s. warm up to: .�. . �� Fan assisted controlled combustion for consistent efAciency-8390 �_A � ,,,,• ��,+�._, -� Corrosion resistant polymer headers for improved circulation --�e,N• <— �e» - Contemporary design to blend into any backyard landscape 0 - � Capable of automating pooVspa � o 0 � � The LX control and user-friendly ��• graphical interface is a key element �°�' ��°' � in your RS'"controlled pool/spa �� environment. The LT has a simplified � dual electronic thermostat. � 4� .-8��-.) b 1/2` 11N' ��7f8�1�US@��11t@ffBC@ � (GUq Both the LX and LT models include automation-ready features to provide convenient pool-to-spa switching. LT Temperature CorNrols HOW TO CHOOSE A POOL HEATER SIZE First, determine the desired temperature difference by subtracting the coldest average air temperature when the pool will be in use from the desired pool water . :.Mp�e� , , ,� . , � , , , temperature. [Example: 85°F(desired pool water ,yu,�,�� ,�� ` ,��, =w temperature) - 60°F (air temperature when pool is ��e�i ,� ��E ; � � _�p fi �� r 4 � � ; 'i�,m�t��lea�5pa�ai�l�ii►�a�? ,, opened) = 25°F difference.]Then, using the Pool Heater ,: ��at) .`: ;: ,. , __��- ��,.,� � ��;��, ,. , ,_;:. ,_.,,,,r,�.�,� _ . , Sizing chart to the right, select the appropriate heater 200 ' �5 9 model number. (Sizing chart based on 3-1/2 mph average aoo ' 3o t9 wind and average pool depth of 5-1/2 feet. Blue figures � 45 2s based on zero wind.) soo bo s� 1000 75 47 HOW TO CHOOSE A SPA HEATER SIZE Identify the number of gallons your spa holds. Decide the heat-up time desired, and note on the chart which Laars �� UC/LT model is recommended. The chart indicates the � approximate time required to raise the spa temperature 30°F. A model number 250 heater on a 600 gallon spa will take approximately 45 minutes to raise temperature Pumps•Filters• �aars Heaters•Controls approximately 30°F (depending on wind, insulation, etc). Valves•Water Features•Cleaners•Accessories Please see your area sales rep for more information. Mat M0622 Rev C . • :1 1 i� ♦ •�� : � • • •� :�� 1 1 � � • • - � 1� • •• - UD/L�l,LUU4 Citl 1'J�JO I'tiA OUl JIJ JU�J �UVeI'S�ci1' � ��I1��J1J I�►JUUL/VUG • .'' ..�. � '' . � s � � � �M . � . � ��5�� M � � Date: January 8,2001 ' 70: To UVhom it May Concern From: Hatold Rogers,V,P.Sales Re: Covecstar safety cbvets: Ul.and ASTM standard F 134691 for safety covers for swimming poo(s All Coverstar co�ers fully cert�ed by UL.and meet the ASTMstandard for saiety covers a&specified in AS�'M standard F 134&91 when thEy arc installed and mainiained properly accarding to the installation �nd homeowner instructions which have becn providEd by Coverstar. pn several different occasions,the Coverstar covers,both automatic and manual have been tesFed by independent testing laboratories a�d have always bee�found to b�in compliance with�II fhe ASTM requirements for safety covers. Our covct is also listed by UL(File Ei 64833)attd classiticcl by U(,as a power safety cover in accordanc�with ASTM F 1346-91 If you wish to verify eithcr of the Ul.certitcatians,take the follqwing steps: . Go to www�d cQr� Once the�e click on Search Ul..com Glick on Oiiliaic..(:ci�li!%�:�.�<��y 1)i►,t�:lcin_. Under G�neral S�arch click on Ul.�ile Number Type in E964833 and hit enter You should how see Cpverstat's iisftngs. ff you have problems,you can also sEa�h by comp�ny or by Automatia Poa1 Covers If more inform2tion IS rCquil'ed about A5TM and its standards,you can go to their wEbsitE at www_astm.o�. Shown below is fhe UL autl�orized labef thatis attached to the automatic cover system ihat we ship. ,TM � ..:.,.;:^;,. ,,:...: �.. .: _ ;=`:`�.' �/�/�l/ ��:■y.;� .'.�'�;;`: .:�!'�I`I�:�� ,:.��:�;��Li�r11,�.. ..�':::'.';;.:'". •"\/�/,•�••,�•��"'�:'��:•}+`71„ �,..� ,� �:•`.; Yr 3. �,^'!.••{.J,:..:.,.� ,• .. +y. 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LU127 3-00-04 GOVERSTAR INC. 1795West 200 North,Lindon,U7 84pq2 Phone$OOG17•7283 Fax 801•373�5095 Emeil I�rcLDcoverst�r,wm � i ��t _ o _� � � i� � ► ►� � ____._J J PI� .�.i ..-1 o'N � � �J Permlt M: 20�2-01�30______ ��wf�aa��£a=:� t' c.�e-,: Pertnit Address: 2gpp peer Run Tr r-� (" Pertnit Issue c�enera�� Fees ��a(41�Notea�Aaaucant oetn��eo�eta�� Seq Inspedion Type Inspedor Date Status H Fee Rec ► � � r � � 2 AS-Bullt SUrvey ; � 3 Final , . � 4 Other . . ____ ►• X Add New Delete � ,� • � BOL.TON 8� M � N K , I NCA . Consulting Engineers & Surveyors �� 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172 Phone(952)448-8838 • Fax (952)448-8805 www.bolton-menk.com November 13, 2012 City of Orono Attn: Christine Mattson PO Box 66 Orono, Mn 55323 RE: Wetland Delineation/Permit#2012-01 130 2900 Deer Run Trail Dear Christine: As requested, we have reviewed the buffer area at 2900 Deer Run Trail. We offer the following observations, comments and recommendations for your consideration. 1. I reviewed the wetland boundary and buffer in the field on November 13, 2012 and agree with the wetland boundary and buffer area as marked. 2. The proposed construction has the potential to adversely impact the wetland which will trigger the wetland protection ordinance requirements. Therefore, the following should be considered: a. The west wetland is listed as a"Manage 2" wetland management class and the north wetland is listed as a``Manage 3" wetland management class in the MCWD's Functional Assessment of Wetlands inventory. A Manage 2 class requires a 25 foot buffer per City code and a Manage 3 requires a 15 foot buffer. The applicant is proposing a 25 foot buffer around all wetlands. b. The existing buffer area is an open wooded area predominated by Red Maples, with very little, if any undergrowth. A small percentage of reed canary grass, buckthorn and Canada thistle was observed inside portions of the buffer area. It is our recommendation that the applicant provide a vegetation plan which includes removal of the noxious and undesirable vegetation. c. Wetland Buffer markers should be placed at the upland boundary of the buffer edge located at lot lines and spaced a maximum 200 feet apart. d. A $2000 escrow should be submitted by the Owner to cover the cost of buffer establishment and management if not completed by the applicant. Please contact me if you have any questions or need additional information. S incerely, BOLTON & MENK, INC. Mark L. Perry, WDC Natural Resources Specialist Cc: David Martini, Bolton & Menk Robert Bean, Bolton & Menk Attachments: � . Christine Mattson From: Christine Mattson Sent: Thursday, November 08, 2012 1:51 PM To: 'Mark Perry'; David P. Martini Cc: Melanie Curtis Subject: 2900 Deer Run Trail/ Permit#2012-01130 Attachments: W11-30 Boundary &Type NOA.pdf; W11-30 Boundary&Type NOD.pdf.pdf; admin@ci.orono.mn.us_20121108_143753.pdf.pdf Mark, The property addressed 2900 Deer Run Trail has submitted an application to install an in-ground pool. The pool project triggers our wetland buffer requirements. I have attached a partial copy of the survey and the MCWD notice of application and notice of decision. Please schedule a site visit to determine if a buffer improvement plan is needed and submit a report to us before Friday, November 16, 2012. I have a full size survey here at the office, if you'd like one while on site. Let me know if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway - Orono ", MN � 55356(physical addressJ PO Box 66 Crystal Bay ': MN ' S5323-0066 (mailing addressJ d� 952.249.4620 ; g 952.249.4616 � 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, November 12, 2012 1 ��►� �� . �3 � t3 `�. ., p I1� � �� ; I�-� ___ ___-. //►► /� �M�� _�;�``� D4��J�3075��4 '° � (�'� ��W �. � _.�-.-•.- �t� �, ,. • , B i� v �-��TO Y� �` �, �C� .�� tia ORONO � � �� `� C ITY OF °� : � � � -�� a ._.__.____-- .A L �' P.O.Box66 ��q, � ' 11fv'��%�� ` �' � � G ` `.U� Crystal Bay,MN 55323 � " + � >. � . •�^ ilFf.ii�d�=rvn'��+*�3 3F:, , �� . ,_ � . _.y. __._.... .._ --- �,d' G� �. _�_ l�kESH�� RETURN SERVICE REQUESTED �.�G��ED �Q'�'� Ken Ronsberg �� 3 Performance Pool &Spa �� 1890 Wooddale Drive , _ (',,� Woodbury, MN : F :' i _ � . ., � v �'. 1 �v i. . �iC VtK � tda�._C lr" l.ilJt . _ � �13� :s��? r�r' C7L1 ``s ;'� i-�: � � :_ ,t-E�.�.� ,�� ;�;�1 C)�I i ti t11 N � 5 ��3_—�zs i_�t G= .__ z ;�� r3 c�r�tz��:. :_.w•-•:�n..,_., ��r.;-...,�,s:; + :�� e s� ��p a�,� v 9�li !St•�.'] �.L.�L. �...I.,�,i .. "..., .. . il:.,el � �.,. r.._.. .:...._•.. . ._ { � �.,! 1„�61. - -- _..._w�. __ r � --_ ..�, a S 4 �' : � �,€�nC� . ._. ,� � .� � 0 E TIME V CITY OF ORONO CALLED IN / - �Z -�— INSPECTION NOTIC� a/�3�scHE�u�E� /Z� - � �— PERMIT NO. dD/ �/' `I"c-- PLETE� � �7�� ADDRESS � !�� CG(12� OWNER TELEPHONE O. �`5�-7 3�� CONTRACTOR �- �- � I �� >; 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 J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOILOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W 4 � � O � � O � W � Q � Z W � W � � \ O WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CO ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. ,� L White Copyllnspector's I�ile Canary CopylSite Notice