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2017 - 00047 - in-ground pool
CITY OF ORONO 1 1 1 11 1 1 11, 1 1 111! 1111111 1 1100 7 * 2750 KELLEY PARKWAY DATE ISSUED: 04/19/2017 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 870 WINDJAMMER LA PIN : 07-117-23-11-0012 LEGAL DESC : PIRATES COVE : LOT 008 BLOCK 001 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : POOL-IN GROUND ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 25,000.00 NOTE: SEPARATE PERMITS REQUIRED: MECHANICAL,ELECTRICAL(STATE) IN GROUND POOL AND RETAINING WALLS APPLICANT PERMIT FEE SCHEDULE 433.67 STATE SURCHARGE(VALUATION) 12.50 PRESTIGE POOLS TOTAL 446.17 87 COUNTY ROAD C WEST Payment(s) ST.PAUL, MN 55117- CHECK 17993 446.17 OWNER MITLYNG,BENJAMIN&SARA 870 WINDJAMMER LANE 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 revoked at any time for due cause. C//- /cy Applicant rmitee Signatu e Date Issued By Signature Date 11 City of Orono k [-, Building Permit Application � for Swimming Pools and Hot TubsO`Y Mailing Address: Permit number: �Q/ 2- ���1 PO Box 66 0 Crystal Bay, MN 55323-00 V� 11 Date received: / _� 9-/ 7 Street Address: i� Received by: / c p� --'S- e, 2750 Kelley Parkway Plan review fee: ip. 5 • 579 t1 kJ!' v-�� Orono, MN 55356 ; Lt /1— Cy...�4/� s ii° Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orano.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 870 Windjammer Lane, Orono, MN 55364 CONTRACTOR/APPLICANT INFORMATION: Name: Prestige Pools State License# Expiration Date: Phone: 651.490.1399 Fax: 651.490.3119 Address: 87 W. County Road C City: St. Paul ZIP: 55117 Contact Person: Pat HenryContact's phone number 651.490.1399 Email -- t;c;t: t.`'a "'' ;;t-vt,t,At L.....- Com. Applicant is: ontractor Homeowner (circle One) PROPERTY OWNER INFORMATION: - Name: Ben and Sara Mitlyng Phone (day): 612.600.8460 (Ben) Mailing Address: 870 Windjammer Lane, Orono, MN ZIP: 55364 Email and/or Fax: bmitlyng(a7gmail.com EIIIIG9 E FORMATION: Name: Ibk ,,. Ju oLt4aor InnovahOrt- Phone: 1051 - q3 -- iG 1 l0 -c`4•u_- / (05 i -3255 -lGO1*o D,re 0- Address: 85 1U54" Sfr " City: HID ZIP: cz-,5035r Email: vvvvvJ. Oki dzoiInnUvft hums .ta Fax: as K' ® CIU C OOV i Yl vtOv ct hoh.b -Wyk, PROJECT INFORMATION: 1. Pool/ Hot Tub Dimensions: 4.Accessory to: 5.Type: 7. Retaining Walls? 18 x 44 feet 2. Heated? ❑X yes 0 no © Single Family 0 Above ground ❑ yes ❑ no Height * 3. Excavated materials will be: ❑ Multiple Family/Condo 0 In-ground *A building permit is required ❑ removed from site for any wall 4-feet or greater in ❑ used on site ❑ Public ❑ Other(specify) height measured from the ❑ Other: (specify) ❑ Commercial bottom of the footing to the top Total Cubic Yards ❑ 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) ❑ Public Sewer 15320 Minnetonka Blvd separated by twice the height ❑ Minnetonka,MN 55345 Private Sewer of the higher wall. Phone: 952-471-0590 ❑ Public Water Fax: 952-471-0682 www.minnehahacreek.org ❑ Private Well ICt�.klVtCl.) Estimated Construction Value $ 25,000.00 Packet Last Updated: April 2016 JAN 1 9 20 11 Page 22 CITY OF ORONO • REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ 0 Building Permit Escrow Agreement and Fees ❑ 0 Plan Review Fee ❑ 0 Completed Application Form O 0 Proposed Pool or Hot Tub Plans—2 sets, full-size, to scale ❑ 0 Survey—2 full size, to scale (meeting ALL survey requirements) O 0 Hardcover Information ❑ 0 Septic System Certification ❑ 0 Minnehaha Creek Watershed District(MCWD) Permit or documentation from MCWD stating no permit is required ❑ 0 Landscape Walls and/or Retaining Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan ❑ 0 Data Privacy Advisory Form ❑ 0 APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Planning &Building Departments; • Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the project is complete(including final grading and landscaping)prior to refunding the escrow; • 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: Date: k • i 471 Pat Henry - Pr ident Owner's Signature Date: Packet Last Updated: April 2016 JAN ? g 2017 Page 23 CITY OF ORONO PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS- Address: g1O W143ammW lelfl .A \ Permit No.: 2017 003471 Description of work: bbl,' °$ ,i_ 1)1 1. 0 L .t.:;.; Date Rec'd: 1 '1 •i 7 Sem ''' L S • ._ g(6 / pa hD Septic review by: €.A ►V� 'i YV a I Date Ap'roved: Zoning review by: ' / ! Date Approved: 3 '1. �1 Building review by: ' � Date Approved: i_/ Grading review by: M+3 oaktilQ/i Date Approved: 2.17 '/ 7 Zoning District: Lg.-Le Zoning File#: Resolution? Yes . Reso#: Reso Date: - Signed: Yes Ntfgsolution / N ` Zoning: Lot Area: '7 SF AC Width: Structural Coverage: SF % Survey Submitted: les D No Date of Survey: 1•11)•1 Revised date(?): Landscape plan submitted? "(Yes Landscaper: atl')I 10 rIcc horkis D No/ None proposed Proposed Setbacks: Mimi' ((p5l -52-5--fob` F nt(Lake) .pe(Street) ( NS E W ) ( N S E W ) Other Buildings Wetland ideSide 1301 __-- 301 g, haaw Building Height Analysis: Distance Between First Floor and defined Top of (a) Roof* (See "building height" definition): ..-------- First Floor Elevation (from building plans): (b) Highest Existing ground levr survey) or 10' (c) above lowest ground lever, whichever is lower: Difference between (b) and (c): d) ,/ (e) Defined Building Height(a) - (d): Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes 0 No Permit Number: 11 — 07(f• V Yes 0 No D N/A D Yes No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) 2-1-50 70 D YesNo X•49 D Yes 9 2 3 4 5 Q l ocs Type(s): Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Charged YES NO Plan Review State Surcharge Y 3a F4,b Investigation Fee SAC—Number of SAC Units r� �tf' ', ru,���� .� ens -r� � .,,� .� ,� Other(specify) 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 Footing 0 Site 0 Plumbing 0 Grading/Filling O Poured Wall 0 Silt Fence/Erosion Control Mechanical 0 Fire O Foundation Survey 0 Hardcover Removal 0 Fireplace 0 Water Connection O Framing 0 Other(specify) 0 Masonry 0 Sewer Connection O Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping O Framing O Insulation O As-Built Survey Final O Lathe Required State Permits O Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ,, e Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Builder Acknowledgement Form Permit #2017-00047 / 870 Windjammer Lane Builder Representative Name: Permit Conditions: Initials Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to I J� inspection. Erosion control shall be installed and maintained throughout the entire project and must 1 I remain until vegetation has been established. , J A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a i separate Zoning Permit application to be submitted and approved prior to the work I ; commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and '' approved prior to construction. A conversation with the neighbors at 880 Windjammer Lane is recommended to coordinate tie P in/removal of old wall and construction of new wall. w:\street files\windjammer lane\870 windjammer In\builder acknowledgement form 2017-00047.docx Christine Mattson From: Christine Mattson Sent: Thursday, March 02, 2017 1:26 PM To: 'ph-pools@hotmail.com'; 'Asher Judd' Cc: 'bmitlyng@gmail.com' Subject: FW: 870 Windjammer Lane/#2017-00047 Attachments: letter.pdf; Escrow Agreement 2017-00047.pdf Hello, We received two copies of the landscape plan today, thank you. Once we receive information from the MCWD, signed escrow agreement and a check for$2,500 we can issue the pool permit. Please let me know if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay E MN 55323-0066 (mailing address) `R 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 From: Christine Mattson Sent: Friday, February 17, 2017 9:01 AM To: 'ph-pools@hotmail.com' <ph-pools@hotmail.com>; 'Asher Judd' <asher@outdoorinnovations.com> Cc: 'bmitlyng@gmail.com' <bmitlyng@gmail.com> Subject: 870 Windjammer Lane/#2017-00047 Good Morning, We received and approved the updated survey,thank you. There are a couple of items needed before we can issue the permit: 11 I I toclk Landscape Plan. Two .4•ies oflandscape plans were submitted however, they do not match. Please submit another copy of the landscape plan dated 12/21/2016, drawing#TWO. If there is another drawing more recent than that one, please submit two copies for our review. Minnehaha Creek Watershed District(MCWD). Please provide a copy of the erosion control permit from the MCWD or documentation from then stating this project does not trigger their permitting requirements. Escrow Agreement. Please have the property owners sign the attached escrow agreement and return with a check for $2,500. 1 Also,we recommend that a conversation take place with the neighbors at 880 Windjammer Lane to coordinate tie in/removal of old wall and construction of the new wall. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ! Orono 1 MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) tie 952.249.4620 8 952.249.4616 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, February 20, 2017 From: Christine Mattson Sent:Tuesday,January 24, 2017 9:17 AM To: 'ph-pools@hotmail.com' <ph-pools@hotmail.com> Cc: 'Asher Judd' <asher@outdoorinnovations.com>; 'bmitlyng@gmail.com'<bmitlyng@gmail.com>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject:870 Windjammer Lane/#2017-00047 Pat, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 155356(physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) i' 952.249.4620 8 952.249.4616 11cmattson@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, February 20, 2017 2 Christine Mattson From: Adam Edwards Sent: Tuesday, February 14, 2017 3:14 PM To: Christine Mattson Cc: Roger Peitso; Melanie Curtis Subject: RE: 870 Windjammer Lane/#2017-00047 Chris, I've reviewed the grading plan and stamped it approved. 1. Perimeter sediment control measures should 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 From: Christine Mattson Sent:Tuesday, February 14, 2017 1:16 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: 870 Windjammer Lane/#2017-00047 Adam, We received an updated survey. My observations: • Apparently proposed deck is existing. No additional building plans submitted. • Landscape plan doesn't match survey: o Retaining walls are slightly different in location o Patio around pool not shown o Landscape plan doesn't list landscape company or phone number(is listed on application) • Nothing submitted regarding keystone retaining wall originating on neighboring property. Should I request a statement from the neighbor? Please review and provide comments. Thank you! Chris From:Adam Edwards Sent: Monday,January 23, 2017 11:25 AM To: Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 870 Windjammer Lane/#2017-00047 Chris, My additional Comments: 1 1. The plan depicts a retaining wall that reaches 4.4 Ft tall. Walls greater than 4' in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. Adam From:Christine Mattson Sent: Monday,January 23, 2017 11:05 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:870 Windjammer Lane/#2017-00047 We received a pool permit. The survey also includes proposed retaining walls and proposed deck and stairs. Items I noticed are: • MCWD permit missing • What is the plan for the existing "keystone" retaining wall • No plans submitted for a proposed deck and stairs Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ' MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) S 952.249.4620 8 952.249.4616 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, February 20, 2017 2 Christine Mattson From: Christine Mattson Sent: Tuesday,January 24, 2017 9:17 AM To: 'ph-pools@hotmail.com' Cc: 'Asher Judd'; 'bmitlyng@gmail.com'; Roger Peitso Subject: 870 Windjammer Lane/#2017-00047 Attachments: letter.pdf; Escrow Agreement 2017-00047.pdf; Hardcover Information Packet -2014.pdf; Survey Requirements -August 2015.pdf Pat, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) S' 952.249.4620 8 952.249.4616 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, February 20, 2017 1 IcL°Jo CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 '*1111L- .,4 ti 2750 Kelley Parkway P.O.Box 66, Fax (952)249-4616 Orono,MN 55356 Crystal BayMN 55323 www.ci.orono.mn.us 'ESHO� January 24,2017 Pat Henry Prestige Pools 87 W County Road C St. Paul, MN 55117 Re: Building Permit Application#2017-00047 870 Windjammer Lane On January 19,2017 the City received a building permit application for a proposed in-ground swimming pool, retaining walls, patio and deck & stairs. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey dated 1-6-17 was submitted. Our engineer has reviewed the survey and has the following comments: a. Retaining Walls. The plan depicts a retaining wall that reaches 4.4 feet in height. Walls greater than 4 feet must be designed by a licensed professional. Plans must be submitted to the City for review prior to the issuance of the permit. Please note tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. b. There is an existing Concrete "Keystone" Retaining Wall starting on the adjacent property (880 Windjammer Lane) and ending on the subject property. Please provide clarification as to what is happening with this retaining wall. c. The survey does not depict the current steps/stairs to the lake. Please have the survey updated to accurately reflect the current site conditions. After the survey has been updated please provide two copies of a full-size certificate of survey which meets all of the City's survey standards (enclosed). 2. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District which allows up to 25%of the gross area of the lot to be covered in hardcover. Please have the surveyor update the hardcover calculations to include the existing steps/stairs to the lake. Enclosed is a copy of the City's hardcover information packet. 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 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 enclosed agreement and submit a check for$2,500. January 24,2017 870 Windjammer Lane Page 2 of 2 4. Building Plans. The survey also calls for a proposed deck and stairs; however no plans were submitted. Please provide two,full-size sets of construction plans for our review. 5. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO C ristine Mattson Planning Assistant c via email Pat Henry Asher Judd Ben &Sara Mitlyng Roger Peitso, Building Official enclosures Christine Mattson From: Adam Edwards Sent: Monday,January 23, 2017 11:25 AM To: Christine Mattson; Roger Peitso Subject: RE:870 Windjammer Lane/#2017-00047 Chris, My additional Comments: 1. The plan depicts a retaining wall that reaches 4.4 Ft tall. Walls greater than 4' in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. Adam From:Christine Mattson Sent: Monday,January 23, 2017 11:05 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:870 Windjammer Lane/#2017-00047 We received a pool permit. The survey also includes proposed retaining walls and proposed deck and stairs. Items I noticed are: • MCWD permit missing • What is the plan for the existing "keystone" retaining wall • No plans submitted for a proposed deck and stairs Please review and provide comments. Thank you! 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S frd . .t Y� •'''N *`. ,`.... ,F '4y`•. .+ • A' . nraY F�� r t°a• `� _. r� A 1 .��.7i� ,r,x,� ��F'y,egLf ate �,,i ri y..v 'it, t1' � '�• ""�. - • _ ��• .1 a� a 'S, e � .:k ��• �'. ..e.„.••"'�- a a r t: _ `a� '�Q�1`� ,,fty` ♦» .a� �:StYi' .•"/ldj�`:.f�r ��a. ��"•�f t y�,° a h{+� ,,r.�a ax� y: . �dY t , " .lMi a w,y,�^ t{ft � °"..�s. ,. � � .q•ae �o '.f 11:..'i r a ;' ,�'; P� ,;,.4t' 11`r•)',�.`'a ♦�' yt �r'� a� nr .'�'; u" ,•� $ , •I} / r a." rr�i +5r'•r� ♦. r �..'' r� ~- .,. .. r ,, Lr t F..�..YF Y -.r.:',7.,--„,*, 0411712015 ; " �4' ',. •+4A f2 r. �' Christine Mattson From: Christine Mattson Sent: Tuesday, February 14, 2017 1:16 PM To: Adam Edwards Cc: Roger Peitso; Melanie Curtis Subject: RE: 870 Windjammer Lane/#2017-00047 Adam, We received an updated survey. My observations: • Apparently proposed deck is existing. No additional building plans submitted. • Landscape plan doesn't match survey: o Retaining walls are slightly different in location o Patio around pool not shown o Landscape plan doesn't list landscape company or phone number(is listed on application) • Nothing submitted regarding keystone retaining wall originating on neighboring property. Should I request a statement from the neighbor? Please review and provide comments. Thank you! Chris From:Adam Edwards Sent: Monday,January 23, 2017 11:25 AM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 870 Windjammer Lane/#2017-00047 Chris, My additional Comments: 1. The plan depicts a retaining wall that reaches 4.4 Ft tall. Walls greater than 4' in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. Adam From: Christine Mattson Sent: Monday,January 23, 2017 11:05 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:870 Windjammer Lane/#2017-00047 1 We received a pool permit. The survey also includes proposed retaining walls and proposed deck and stairs. Items I noticed are: • MCWD permit missing • What is the plan for the existing "keystone" retaining wall • No plans submitted for a proposed deck and stairs Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN ; 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 952.249.4620 8 952.249.4616 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, February 20, 2017 2 • Christine Mattson From: Adam Edwards Sent: Tuesday, February 14, 2017 3:14 PM To: Christine Mattson Cc: Roger Peitso; Melanie Curtis Subject: RE: 870 Windjammer Lane/#2017-00047 Chris, I've reviewed the grading plan and stamped it approved. 1. Perimeter sediment control measures should 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 From:Christine Mattson Sent:Tuesday, February 14, 2017 1:16 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: 870 Windjammer Lane/#2017-00047 Adam, We received an updated survey. My observations: • Apparently proposed deck is existing. No additional building plans submitted. • Landscape plan doesn't match survey: o Retaining walls are slightly different in location o Patio around pool not shown o Landscape plan doesn't list landscape company or phone number(is listed on application) • Nothing submitted regarding keystone retaining wall originating on neighboring property. Should I request a statement from the neighbor? Please review and provide comments. Thank you! Chris From:Adam Edwards Sent: Monday,January 23, 2017 11:25 AM To: Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 870 Windjammer Lane/#2017-00047 Chris, My additional Comments: 1. The plan depicts a retaining wall that reaches 4.4 Ft tall. Walls greater than 4' in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. Adam From:Christine Mattson Sent: Monday,January 23, 2017 11:05 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:870 Windjammer Lane/#2017-00047 We received a pool permit. The survey also includes proposed retaining walls and proposed deck and stairs. Items I noticed are: • MCWD permit missing • What is the plan for the existing "keystone" retaining wall • No plans submitted for a proposed deck and stairs Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay € MN 155323-0066 (mailing address) 952.249.4620 f 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, February 20, 2017 2 • Lakeshore lots, Continued Setbacks for a hot tub or 3ool with a basin of less than 750 square feet Zoning District Interior Side Street Side* LR-1A 10' 50' LR-1B 10' 35' LR-1C or LR-1C-1 10' 15' RR-1A 10' 100' RR-16 10' 50' Setbacks for a pool with a basin of 750 to 1,000 square feet Zoning District Interior Side Street Side* LR-1A 15' 50' LR-1B 15' 35' LR-1C or LR-1C-1 15' 15' RR-1A 15' 100' RR-16 15' 50' Setbacks for pool with a basin of more than 1,000 square feet Zoning District Interior Side Street Side* LR-1A 30' 50' LR-1B 30' 35' _ LR-1C or LR-1C-1 30' 30' RR-1A 50' 100' RR-1 B 30' 50' *In addition to improved streets, this setback applies to unimproved street right of ways (sometimes called fire lanes). SEPTIC SYSTEM All parts of the pool, including the apron or deck and equipment must be at least 20 feet from the drainfield and 10 feet from other parts of the septic system. WETLANDS Investigation into possible wetlands should be done early in the planning process as it will take several months for a wetland delineation to be completed. The City of Orono requires a 35 foot setback from a delineated wetland edge for all structures and hardcover. All wetlands within 150 feet of a proposed project will require a wetland delineation. For assistance in determining if there may be a wetland on the property, contact the Planning Department at 952-249-4620. MINNEHAHA CREEK WATERSHED DISTRICT(MCWD) PERMITS Your project may or may not trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements. Contact the MCWD directly at 952-471-0590 to discuss their permitting requirements. FENCES AND DECKS The City of Orono does not require a fence around a pool or hot tub. If you choose to erect a fence it must comply with the height requirements. (See the Fences information sheets.) A deck or patio is not required around a pool. ACCESSORY BUILDINGS Pool houses and pool equipment buildings must comply with setbacks for accessory buildings and require a separate building permit. A toilet and sink may be installed in a pool house but a shower/bathtub and/or guest house require a conditional use permit. Last Updated: January 2014 This is an information sheet. Every effort has been made to insure 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 3 of 4 • RECEIVED FEB f 3 2017 City of OONO COPY wtsoy� Hardcover Calculation Worksheet CITY OF ORONO 1. r� Property Address: 870 �,iA./aris sie CAVA t ozrDaat /.vrvd�/-t r!ow/S) `'444s.00." Prepared by: Date: t'sre 04/86A t~ >t A.F. 0'9 C /04 TES,/tic. -¢-'-ti"->r 7- ,-2 C/7 Stormwater Quality Overlay District Tier: (Circle one) TO.T.::9 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: • ;OPOSED HARDCOVER In the following table,iden i y a i ems 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 30') (720 S.F.) A 6)rr,r7-1,4,e //O 1'J E .5595 S.F. B ss fro aft 9 S.F. C !e .57`434P 2 9 rr /. S.F. D ///ER tt/A4,/( 4/y9 S.F. E .e/ Ca c•c. fJa4/L/t U14 Y' _ /787 S.F._ F #1 I967:401/24.,,,,,4"c 441.42.4 5 /Vee S.F G ,, DE C'/C 5'i y S.F. H 1, A/C 11A,O ! S.F. I ,F riiw 2.././C _,4,41.4 2..4 I!S S.F. J •• �• r • 1 S S.F. K e o !. el /3 S.F. ' L r. #. `r 2_9 S.F. M "Aopar6e PoaI- • 792 S.F. N /.tdagPCP/ 1017-40 174/ S.F. Q /.LO'/LPfo ,rrti.,r,,.x/Lr' /ii.A L L.• /O 9 S S.F. ..,'I P swift,'Arc Ofrk a. dry-4#/kJ- /7$ S.F. ,. Q I'A4/ore, ooea E0tt,FM,cxiir 32 S.F. -- r R FX/t 7'/A./C' r 7.d.(1 C rr4 M R/.s.•A r _ „� .� 9 S.F. s S.F. T S.F... U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover /0,a z/ S.F. Excludable Hardcover(See City Code Sec 78-1684): P 6xv 4,-,/. .- AFT. Gua cel Okir,/dr, OF b-7S`zau.>�' /cjc, S.F. x.•-73 xvr ., r, r. er •. i. /64/6-#a 'Z.9 74/ S.F. O fozot.9'.1rd rd i, r. 1i rr // /0 qS S.F. S.F. S.F. (2) Total Excludable Hardcover /3C), S.F., (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 9S/ 2 S.F., (4) Total Lot Area 552.3 3S S.F. Proposed Hardcover Percentage [(3)+(4)] 22, '7 % Subdivision Application-January 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 1q03 O$OflO 87 Co.Rd.C.W. 1 "NO RODIVING"LABELS ST BE S2.Paul,MN 55117 INSTALLED Vac ew St'ds. «�•� r �• _ i 8 I�V`�3ty l{ p y ACCCORDANGE WITH LIMUNER MFG�DIRECTIONS. ----I :' ; a -• s•-•,,...`a i v LA-C:110 ` COM.' \\.../ ` CORNER DETAIL 0 ' i - -•" - @ PANEL IJ s� -f 0 1 1 iii • c R A WV'r/6 ' ,• FILLER X fi ti= - 12" J tü s. . -90 DEG CORNER LI 7".''' i.. 0 11 0 i7 3/8 X I'NUTS 4 '� • C_7 / RIM COPING OPTIONAL STEP ,N'/". CONCRETE B • COPING ••�•• •-• • - t • POOL SIZES `�, r,,,:,- - - F-33"1—POINT'A' DIM-16X32 IBX36 20X40 • --" �O - WATER A 16'-O' I8'-O" 20'-O' TEK ��� SCREW PANEL B 32'-0' 36'-0' 40'-O' 6.-0. LINE MIN. D 2,M N- `\ 42" C 8'-O' 8'-0' 8'-0' `,- w,` _� D 3`-4" 3' 4' 3'-4" C " v,4' .v �. v , E 4'-0' 4-0" 4'-0' 1 1 UNDISTURBED F 6' O' 8'-O' 10'-0" viii, __ •// EARTH G 14'-O I4'-O' 14'-O` �` 2" •SAND OR j �� �,. �� -H 8'-0' 10'-0` 12'-0' -••• ,•- s v/ v-. VERMICULITE I , 4'-O' 4'-0" 4'-0' J 8'-O' '-0" 12'-O' E F G H K) X 35'-9" 40'-3' 44'-9" BRACE DETAIL NOTES: DIAGONAL BRACE • • 1 THIS IS A TYPE II POOL IN ACCORDANCE WITH N.S.P,I STANDARDS JAN. 1989 AND BOCA CODE 1993 - SECTION 421 S 7' 2 EACH BRACE WILL 4'-O"BE MOUNDED WITH A MINIMUM OF 1 FOOT OF LENGTH NO.OF ��� CONCRETE. 4'-O" 8'-0" 9'-0" BRACE PANEL 4 3 MAXIMUM LENGTH OF DIVING BOARD - 8'; JUMPSTAND - 6', 16 LENGTH — 4 3 " 4 'NO DIVING' LABELS MUST BE INSTALLED AROUND SHALLOW END 32 WIDTH — 2 I OF POOL IN ACCORDANCE WITH LINER MANUFACTURES 18 LENGTH _ _ SEE NOTE 2 4 3 INSTRUCTIONS ! // / / / / / / / / H WIDTH — — 2 I �� oi /WARNING/ 2X0 LENGTH —� 5 — 4 of 40 WIDTH I 22 ` HOR12 '//f / / / / / / / / ONTAL-BRACE SWIMMING POOLS ARE DANGEROUS WHEN USED IMPROPERLY! CONSULT YOUR TAKE DEALER FOR SAFETY INFORMATION ON THE SAFE USE OF SWIMMING POOLS- ITISTHERESPONSIBILITYOF TOWN OFFICIALS.BUILDERS AND HOME OWNERS TO SPECIFICATIONS HUSTON SUPPLY CO_ FOLLOW ALL SAFETY RECOMMENDATIONS OF N.S.P.I.,ALL LOCAL ORDANCES 16 X 32 18 X 36 20 X 40 """ """"'""ALBERT AND EQUIPMENT MANUFACTURERS. 1 4' AREA-SOFT. 512 648 800 """""-- "'" STANDARD RECTANGLES V<"•` GALLONS 19,500 24,600 30,500 , I/4" ' WITH 6' RADIUS CORNERS ' ft . . ... Q • .. SuperFIo .High Performance Pump• . • z_4. • When outfitting your new pool or •`�* 1• . looking for a superior replacement for a • . ;A, Hayward`'Super Pump;SuperFlo drops \ • Aright into place with ease to minimize installation time and expense. 1 Heavy-duty motor for long service life. , +1;.\%�k`r Superior hydraulic design and =`' �ti, 1 1` = ��,� thick-walled body parts deliver :i 1i' g. �'>' super-quiet operation. Ei �# Fir `�8 ry , ., t • Pte.• , = , , ' ti ' , r .. ' In • , rr a; 4;; { t II'i • L+ •. t`',3/'e The strong, silent type The SuperFlo°high performance pump meets all the criteria Performance Curves for a superior pool,spa or water feature pump. It's super _ MO RPM energy-efficient,super quiet and super easy to maintain, Plus, 3S= 110– .--2'74 HP High Speed eed it's designed with innovative materials that will stand up to the - — i%HP High Speed 30 100— -- I HP High Speed most demanding installations and conditions. Whether you're --%HP High Speed 25 ••••••• h HP High Speed -' choosing your first pump or replacing older technology & 80 SuperFlo is definitely a super choice. i 20=- i :: oco s, Self-priming for quick,easy start-up. pE Is `"��. 40— 2 115-volt or 230-volt models available. I0 Low Speed " 4,. 1750 Performance and pressure tested to ensure superior quality. s_ 20 � �" • o I i i i i L--1--1 UUCUUNSF certified. 20 40 60 so l00 120 140160 U.S.Gallons per minute One-year limited warranty, See warranty for details. s to Is 20 25 30 35 Cubic Meters per hour Available from: •: . n ‘ ,,, :, . . „` 'f i $4 " Pentair �'"i • ►• r�' n�. na, Pool Products litaNit„I `' �• Because reliability matters most • a _ r _ ,„ `lr, ..,,�t.0 www.pentairpool.corn 1 ,7 '0, (,-.r..,- i' NV,1t"-:%- Phone:800-831-7133 pumps 'filters,'heaters, heat pumps.'automation I lighting i cleaners/sanitizers;water features I maintenance products ,,, /1 u1'\ ,(,. nlmo v,,..,,..-tnv,.,o,,.,,,.,.r c,.,I.,,. MI.,.,ti,. ,..a Technical Data • Digital and Millivolt Gas Heaters F.1 �� Amok HBC/Nf4„4CD, 0D ,„, I F�E ( BS lY Vero TB/F F -10 - _D III I 4-3/8' tau7/A8S'Mn (-3/0' ASME) it INDOOR r 1_•°p C ) DRAFTHOOD () CO32-11/16' 40' // \ ,c`\38' ONNECLEC CM 1 SUTDOORTO / \co++"ecr+w+ C )� cw+ooenTor �0 0 26-5/8' 0 0 '�I cumrto(20.5/0'ASME) • ® %Tinto13-1/4' C 0 oECCONN[C7%1++ _ _ Amp Draw Li , a 120 volt 240 volt A 28' Digital 4 2 Shipping Weights (lbs) BTUH (A) (B) (C) w/Polymer w/Cast Iron Heater Input Cabinet Flue Indoor (D) (1) Gas Water Headers Headers and Stackless and Stackless Indoor Model (000) Width Dia. Drafthood Minimum Conn. Conn. Top Top Drafthood R206A 199.5 20" 6" 61-5/8" 10" 11-3/4" 3/4" 2" 187 206 12 R266A 266.0 23" 7" 62" 11-1/2" 11" 3/4" 2" 210 229 15 R336A 332.5 26" 8" 63" 13" 10-5/8" 3/4" 2" 230 249 17 l R406A 399.0 29" 9" 64-1/2" 14-1/2" 12-1/8" 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. IN3"5".110111 +"?ill— •Nhcanr Company Swimming Pool and Spa The Pool and Spa Heating Experts— Heating Products • i • LEAR® PLUS • CLEAN & CLEAR® I TRIDGE FILTERIP CAR �:. C 54,1t. Clamp ring for safer and quick access to cartridges `•"'' Iruiii,�;t,;f;:•'l:;ia��t ,..i Single-piece fiberglass-reinforced polypropylene {{__a;.lit ,; ,; ! �It! • tank for strength and corrosion resistance kanNM ,1:; ,..1, t i M x ; 2"plumbing for maximum Flow and faster water • n *:',.:4:j:: • cleaning 11,,4 • ,tvr „:‘ .,,,r,.:,-..,. sY ,I .,' r ` I Easy access 1/i'drain makes proper winterization ti• '?,,` til • ;-f; `i, • fast and simple1 :` it, • • a 1 ,,c t, , . - - r4Iii,A.10,,' ,. .: Model :FitterArea i Vertical*.' Filter : _ Flow Rate GPM Turnover Capacity-Res (Gallons),', Number , Sq Ft ;Clearance Dameter "' Res** Com •8 hrs ; CCP2.40 240 56" 21.5" 90 90 43,200 54,000 64,800 CCP320' 320 62" 21.5" 120 120 57,600 72,000 86,400 CCP420' 420 68" 21.5" 150 150 72,000 90,000 108,000 CCP520' 520 74" 21.5" 150 150 72,000 90,000 108,000 'NSF Listed 'Required clearance to remove litter elements "Maximum How rate FOUR CARTRIDGES IN A COMPACT DESIGN • Continuous internal air bleed helps prevent air build-up to keep the filter operating at peak performance. Clean & Clear®Plus Cartridge Filters contain four polyester cartridges that hold enormous amounts of dirt,yet are easy to • Single-piece base and body for strength, stability and clean.The fiberglass-reinforced tank halves are secured with an years of dependable service, innovative clamp ring—just loosen the ring and remove the top • One-year limited warranty. See warranty for details_ half for easy cartridge access and rinsing. Filter maintenance doesn't get any easier. AVAILABLE FROM: '►I> PENTAIR WATER SOLUTIONS,1620 HAWKINS AVE,SANFORD, NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM All Pentair trademarks and logos arc owned by Pentair,Inc.Clean&Cleari'and Eco Select^'are registered trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the united States and/or other countries.Because we are Continuously improving our products and services,Pentair reserves the right to change specifications without prior notice.Pentair is an equal opportunity employer pumps/filters/heaters/heat pumps/automation/lighting/cleaners/sanitizers/water features/maintenance products 4 ASY riots ' HAYWARD AUTOMATIC :COV R - PRESSURE STYLE CHLORINE FEEDERS , FEATURES: - EASY-LOK COVER ASSEMBLY has thread-assist CHLORIN •E mechanism to provide dependable sealing plus conven- l • CNAMBEt� lent access for adding tablets or sticks. I ' ,•' CHLORINE CHAMBER has extra large capacity.CL-100 series feeders hold up to 4.2 lbs, of Tri-Chlor tabs, while ' , t; •••.)-.7•--; , INTEGRAL. the larger CL-200 series has a 9 lb, capacity to meet the .FEEDER ,: I :DIAL •::• r .1 `:- requirements of all sizes andtypes of pools. Corrosion- .. TUBE 1 ( z ,.� c,,.;�:� i . REGULATING q IL' I, s:� .j ,, VALVE• proof, versatile design accommodates large or small t tr , '. '1".'P'---ILS` I slow-dissolve tablets or sticks. C'',1., r i { gjr: ',;t� r DIAL REGULATING VALVE is easy to use and lets you ' il- 3 , . ', control and adjust the rate of feed for your pool's variable -... .. ,t ;A,. , ,�A'r; ;jr'.` L requirements and chlorine demand, FEEDER TUBE provides controlled outlet flow of highly '.•.4..-:.lL7,, I concentrated chlorinated water plus serves as an auto air _� ry , ` relief to expel entrapped air from the chlorine chamber. VERSATILITY for new or existing pools. Select either r direct in-line or off-line unit to make installation easy for - • your pool or spa system. . MINI lam.. y •---� PUMP �•ri ��-! PUMP HEATER FILTER „_ RETURN HEATER FILTER ,y..- rillIIIIn,uuwt TO POOL ' I 1 III ImrN,rdl I FROM �A, POOL POOL RETURN TO POOL it .111.1 .!I..j • 11. rte, i--OUTLET -a--INLET 414, CL-100 and CL-200 IN-LINE CL-110 and CL-220 OFF-LINE ft`\\ FEEDERS are furnished with 1'b" FEEDERS Install next to filter sys- ® �r FPT threaded inlet and outlet.Fora . tern and work on system pressure S l rigid PVC piping Installations, 1'/e" differential. Connects easily with r�0 r,"ir socket flush union connectors are compression couplings for new or "' available to provide a professional existing system. All necessary va"HOLE Installation that allows for future Optional connectors and tubing are fur- Saddle Clamp Assembly. service. Union Connectors nished with each feeder. For easy installation in system piping. New economical automatic chlorine ` r ,z":: . , feeders sized to handle the sanitizing " needs of most residential pools.They • ' . . have 4.2 lbs. capacity and feature an incremental dial control valve for accurate metering of feed rate. CAUTION: Hayward automatic chlorine feeders are designed to use only Trichloro-S•Triazinetrione tablets(or sticks) -slow __ - • 44-711iiio dissolving type.Consult your pool dealer for complete information. CL-110 CL-100 HA . WARD® Ly u: r O HAYWARD POOL PRODUCTS,INC. ali ED 900 Fairmount Avenue,Elizabeth,NJ 07207 I; California: Canada: Belgium: Hayward Pool Products.Inc. Hayward Pool Products Canada Hayward S.A. 2875 Pomona Boulevard 2880 Plymouth Drive Zoning do Jamal Pomona,CA 91768 Oakville,Ontario LBH 5114 88040 Jumol,Belgium el 988 Heyward Printed in U.S.A. P.01/132 .. f � Proessional Service In clustries, Inc. Pittsburgh Testing Laboratory Division TESTED FOR: Cover-Pools, rr1c. . ATTN: )' Ragsdale Pool Cover Safety Tests 66 East 3335 South Salt Lake City, Utah 84115 DATE: August 19. 1993 OUR REPORT NO.: 708..30110-001 On August 16, 1993, Professional Service Industries was contacted by Cover-Pools, Inc. and asked that PSI review ASTM Standard F 1346.91 to see if tests performed by PSI in May and June of 1990 meet the standard performance specification of ASTM F1346-91. The standard was reviewed, and tests performed by PSI meet the requirements of ASTM F1346-91. The following Is a report issued by PSI to Cover Pools, Inc. are of Pool Cover Safety tests Which meet the criteria of ASTM F1346-91 (formerly ASTM ES13). On May 31, 1990, a representative of Professional Service Industries was at the Corporate Offices of Cover-Pools, Inc. located at.69 East 3335 South, Salt Lake City, Utah 84115, to perform safety requirements tests on Cover-Pools, Inc.,Save-T-Cover lI safety covers. The safety tests performed were in accordance with ASTM ES 13, Emergency Standard Performance Specification for Safety Covers and Labeling Requirements for all covers for Swimming Pools, Spas and Hot Tubs. A 16'x 32' pool was located at.the Corporate Offices of Cover-Pools, Inc. Theool was equipped P 4 ppm with an under track Cover-Pool safety cover and top track (universal)•Cover-Pool safety cover. The tracking systems were connected to a redwood deck, with the connections at two feet on canter along the length of the deck The safety cover fabric used in the under track system had a physical property of 16.2 oz/sq. yd. The safety cover fabric used in the top track system had a physical property of 13.2 oz/sq. yd. STATIC LOAD TEST The static load test was conducted on bath Cover-Pool safety covers in accordance with section 9.1 of ASTM ES 13. The weights used were weighed using a calibrated scale which is traceable to the National Bureau of Standards. The three weights used each had an area of one square foot. One weight weighed 51.0 lbs., one 210.1 lbs. and one 226.3 lbs. The total weight used for the static load tests was 487.4 lbs. Three points were tested for static load on each Cover-Pool safety cover. The locations of the three points are as follows: 4' from the end Of the pool in the.center. 10' from the end of the pool in the center and in the center of the pool. Both Cover-Pool safety covers met the performance requirements for the static Toad test as outlined in ASTM ES 13 section 7.1. 2955 South West Temple Street • Salt Lake City, UT 84115 • 801/484.8827 • Fax 801/487.3312 JCT"-C I—CCJC)'i £'4•`).D P.CJCJ YJG PERIMETER DEFLECTION TEST The perimeter deflection test was conducted on both Cover-Pool safety covers in accordance with section 9.2 of ASTM ES 13. With a 50 lb. weight placed 4' from the edge of the pool on top of the safety cover, the test object was unable to pass through any opening at the perimeter of the pool. Both Cover-Pool safety covers met the performance requirements for the perimeter deflection test as outlined in ASTM ES 13 section 7.2. SURFACE DRAINAGE TEST On June 12, 1990, the surface drainage test was conducted on a Cover-Pool safety cover which was installed on a local private pool. The tracking system was an under track system. The pool dimensions were 14.17'x42.5'. The surface drainage test was conducted in accordance with ASTM ES 13 section 9.3. Water was applied evenly at a rate of 11.7 gpm per 1000 sq. ft. A small sump pump, with discharge capacity of 20 gpm, was placed at one end of the safety cover with the discharge hose snaking the length of the pool, on top of the safety cover, and discharging at the opposite end from the pump. The water was applied for 30 minutes with the pump on and In place. The water was then shut off and the pump was allowed to run for an additional 30 minutes. The test mannequin (Timmy) was then placed upon the safety cover. At the end of 3 minutes after placing Timmy upon the safety cover, an unsafe amount of water as described In ASTM ES 13 section 9.3.1 did not exist. The Cover-Pool safety cover met the safety requirements as outlined in ASTM ES 13 section 7.3. All safety covers and equipment tested were standard as provided by Cover-Pools Inc. Safety covers were Installed according to Cover-Pdols, Inc. standard installation criteria. Inspector. Jerry Hall • R M'S Me APPUDAKE OU.Y tO f►ftri0 SAl+L61 TESTED. WORTS WO'NOT eE RIZPOOU(Jc!D.ExeEPY P4 RU..VAISKXTT WRITTEN PEASIISSKSI BY PSI.V4C. Respectfully submitted, Professional Service industries, Inc. Jerry G. Hatt Department Manager • • TOTAL P.02 •• . Automatic Skimmers ao, ,. • AUTO-SKIM'SERIES FOR IN-GROUND VINYL AND FIBERGLASS POOLS SP1084 Auto-Skim" Series Skimmers for vinyl and fiberglass pools are large capacity pre- : cision automatic skimming mechanisms for residential and commercial pools.Molded of • rugged,non-corrosive ABS,it's non-corrosive „µaxi • iv and non-conductive. ! „ ` RVia ...,:v...-,,, ` A r7 1 i:3 < The SP1085 Auto-Skim Wide Track Series .i",141.,/.4 1 a i .ax ''''..-.: 4;4::: 4 r 7` Skimmers are molded of durable,non-corrosive - ` }. ;, Y .` ABS.A wide 15'/2"skimmer face opening l' f ., +=n }, r, < �' i. K' ' allows for maximum skimmingaction. ;;. _ ` '* �J, �* sof,; The Float Valve and Equalizer Kit provides J;,•jI maximum flexibility for your swimming pool application.Commercial application needs can '' r� be met by adding the kit to any of Hayward's 1 NSF® (2) SP1070 or SP1080 Series Skimmers. SP1084 Auto-Skim SP1D85 Wide Track Auto-Skim '.. Applications . I. '. •In-ground,vinyl,fiberglass,residential or In-Ground (Vinyl/Fiberglass) Skimmer Buying,.Guide commercial pools All vinyl/fiberglass pool skimmers are packaged with face plate,gaskets and screws. .+ Features Model Pipe Cover Throat Ctn. Ctn. Number Size Style Length Qty. Weight •Snap-in weir adjusts automatically to 4'k"variation SP1080 Auto Skim Series in water level SP10841" 1'1/2"FIP Square 8'W 1 13 lbs. •Optional extension collar allows 2/"additional SP10841R 1 r`z"FIP Round 8%" 1 13 lbs. vertical height SP1D8410M 1 '/z"FIP Square 8'/i 1 13 lbs. •1 h"or 2"FIP threads for piping versatility SP1084 2"FIP Square 8 1/2' 1 13 lbs. "Skimmer package will also include extra long 1''A'screws. •Integral Ho-Control Slide Plate -OM Designation denotes thru wall outside mount on metal wall pools. r; NOTE All SP1080 Series skimmers are available with the float and equalizer kit to meet specific NSF commercial requirements. •Optional float/by-pass valve provides a main-drain thru skimmer system plus an automatic safety by-pass for Auto Skim Wide Track Series SP108510M 1'1z'FIP Square 12'/e' 1 17 lbs. low water conditions SP10852" 1/"FIP Square 9'/a' 1 16 lbs. SP108520M 1'h'FIP Square 9'W 1 16 lbs. -OM Designation denotes thru wall outside mount on metal wall pools. 'Skimmer package will also include extra long 11/4"screws. Auto-Skim PT&Economy Series SP1097 1 'k'FIP Round 12'/ 1 9 lbs. Clip Art Model Ctn. Ctn. = 9fi-.1"it-c.- Number Description Qty. Weight `'- '.� �� Accessories . ir..,_1 , • 4i. • SP1084F Face Plate Cover—"Snap On",for SP1084 30 11 lbs. /� Skimmers—white SP1085F Face Plate Cover—"Snap On",for SP1085 18 10 lbs. •or Skimmers—white SP1084t SP108510M SP1078 Equalizer Valve for SP1080 and SP1070 Series 25 4 lbs. SP1082FV Float Valve Assembly.For SP1080 Series 24 30 lbs. SP1080FVEKIT Float valve and equalizer kit for SP1080 Series skimmer 10 15 lbs• . —�"�' (NSF listed for commercial applications") SP1082GV Skimmer-to-Main Drain Valve Assembly for SP1082, 24 18 lbs. 11.1411111111M—. SP1084 and SP1075 Series OhL I SP1084P1 Extension Collar for SP1082,1083,1084 and 1085 Series 50 38 lbs. ,r % / , i 'For commercial applications,add the kit to any SP1000 Series skimmer to make a commercial skimmer. " SP1082FV SP1097 • • For replacement parts see pages 234-236. HAYWARD 81 - +••• Suction Outlets awally For concrete or vinyl/fiberglass pools, Suction Outlet Buying Guide . • Hayward U.L. listed suction outlets are available in a wide range of styles and Cover sizes to satisfy any installation require- Model Replacement Cover Open Pipe Size Cm. Ctn. meat.Whether you install frame and Number Number* Dimension Area Side Outlet Bottom Plug Qty. Weight Suction Outlets(Concrete) grates,for residential or commercial SP1051AVPAK2 WG1051AVPAK2* 7 3/a"Dia. 7 in? 1 1"FIP 1 '/"FIP 6 35 lbs. pools,or sump-type drains, Hayward SP1052AVPAK2 WG1052AVPAK2* 7 3/"Dia. 7 in? 2"FIP 1 'k"FIP 6 34 lbs. suction outlets set the standard in SP1053AVPAK2 WG1053AVPAK2* 7 3/4"Dia. 7 in? 1 'k"FIP 2"FIP 6 32 lbs. quality and value. SP1054AVPAK2 WG1054AVPAK2' 7 3A"Dia. 7 in? 2'FIP 2"FIP 6 33 lbs. Deluxe Suction Outlets with adjustable plaster collar(Concrete) Hayward SP Series Suction Outlet SP1153AVPAK2 WG1153AVPAK2* 7 3/4"Dia. 7 in? 1 '/"FIP 2'FIP 6 32 lbs. Assemblies comply with provisions of the SP1154AVPAK2 WG1154AVPAK2* 7 3/4"Dia. 7 in.' 2'FIP 2'FIP 6 32 lbs. ASME/ANSI A112.19.8M-1987 standard. Frames and Grates(Concrete) SP1030AVtPAK2 WG1030AVtPAK2* 7/e"Dia. 7 in? — — 24 46 lbs. Hayward WG Series Suction Outlet SP1032PAK2 WG1032PAK2* 12"x 12" 68 in.' — — 8 47 lbs. Assemblies comply with provisions of SP1033PAK2 WG1033PAK2* 18"x 18" 168 in.' — — 4 28 lbs. the ASME/ANSI A112.19.8M-1987,2007 tAvailable in gray and black.Add GR to model of for gray or BLK for black. Suction Outlets(Vinyl/Fiberglass)(Includes gaskets and screws) standards. SP1048AVPAK2 SP1048AVPAK2* 7 3/4"Dia. 7 in.' 1 'f'FIP 1 '/"FIP 6 37 lbs. SP1049AVPAK2 SP1049AVPAK2* 7 3/4"Dia. 7 in.' 2"FIP 1 1/2"FIP 6 36 lbs. AtNOTE:"Beginning 1st Qtr.2008,all suction outlets,except SP1032PAK2 and SP1033PAK2,will include new DWARN I N G covers.The replacement numbers are indicated above. t Read and follow all instructions. Model Ctn. Cm. Failure to follow instructions can Number Description Qty. Weight r '��"���' cause severe injury ryand/or death. Accessories •A minimum of two functioning suction outlets per SP1048RKIT* Suction Outlet Accessory Kit 10 8 lbs. pump must be installed.Suction outlets in the same WG1051X Adjustable Plaster Collar(1')for concrete Suction Outlets 12 4 lbs. plane(i.e.floor or wall),must be installed a minimum of three feet(3')[1 meter)apart,as measured from WGX1048EBLK Suction Outlet Cover only–black 10 5 lbs. pipe center to pipe center. SP1048AVH Suction Outlet Bumper.Fits Hayward AV drains to keep 10 3 lbs. •Dual suction fittings shall be placed in such locations automatic suction cleaners off drain cover and distances to avoid"dual blockage"by a user. WG1048EW Suction Outlet Cover for Wall Installations(72 gpm) 10 5 lbs. •Dual suction fittings shall not be located on seating "For use with SP1051AV,SP1052AV,SP1053AV,SP1054AV,SP1153AV,SP1154AV. areas or on the backrest for such seating areas. Relief Valve and Suction Outlet Collector Tube •The maximum system flow rate shall not exceed the SP1056 1 1/2" MIP Hydrostatic Relief Valve,Spring-Loaded 25 6 lbs. flow rating of any listed(per ASME/ANSI A112.19.8M- SP1056T – Installation and Removal Tool for SP1056,1057 20 36 lbs. 1987)suction outlet cover installed. SP1055 1 1/2"/2' FIP Collector(Pebble)Tube,12"long-slotted 25 9 lbs. •Never use Pool or Spa if any suction outlet component is damaged,broken,cracked,missing,or not securely attached. • Replace damaged,broken,cracked,missing,or not securely attached suction outlet components immediately. ' 1"`Clip Art •In addition,two or more suction outlets per pump installed in accordance with latest APSP,IAF Standards csm> H i`�;r't .. and CPSC guidelines,follow all National,State,and �-__-:;� m ��m�' �`,: ` i• - Local codes applicable. Ill–'� �_ � '? '� USE'NOTE: See"Guidelines for Addressing � .1 ' Entrapment Hazards with Pools and Spas," L U.S.Consumer Product Safety Commission, SP1153AV SP1051AV WG1048 Publication#363-009081,(301)504-0400 or www.cpsc.gov/cpscpub/pubs/363.pdf. For replacement parts see pages 237. HAYWARD 83 Underwater Lighting ratallY aywa ,_ COLORLOGIC®2.5 LED POOL AND SPA LIGHTS Forget about lighting as you know it. ColorLogic's patented Chromacore® technology combined with a micro- ' processor and the most advanced LED's • in the industry to deliver high intensity and an unmatched selection of colors. . ,r Ft ColorLogic is the most energyefficient a : t ` `" } 'Vst111 11 �rjr ,r`;,, t 0.:• °' colored lighting technology available in ' r � ''''.65•'')" F`t ^ � ri tt t. ,�,�. 4 t�{f t�{•�atf t ±.+ r , ti'1 the industry. +w: k ,...‘.7.!•.',.',,:.,,,,';',.7.:;.',.P.::::...•.. Sychronicity of multiple lights is a breeze -?, 4 • as the microprocessor is identical in all Ni'..,'.: rrN..;;. ColorLogic pool and spa lights. . y ._ Hayward leads the industry in offering the latest in LED lighting technology providing the widest spectrum of color (12111 choices,plus unmatched performance SP0523LED50 with plastic faceplate SP0523SLED50 with stainless steel faceplate through these features: Features Colorlogic 2.5 LED Pool Light Buying Guide • 12 preset programs—5 fixed colors and 7 color- changing shows Plastic Stainless Steel Cord Ctn. Ctn. • Sealed unit requires no maintenance Face Rim Face Rim Voltage Length Qty. Weight •Ability to synchronize 2 or more lights for pool Low Voltage and/or spa SP0524LED50 SP0524SLED50 12 Volt 50 ft. 1 13 lbs. SP0524LED100 SP0524SLED100 12 Volt 100 ft. 1 19 lbs. • No moving parts • •Offers the industry's only integrated feature of Line Voltage 15 seconds of white light at start-up SP0525LED30 SP0525SLED30 120 Volt 30 ft. 1 9 lbs. SP0525LED50 SP0525SLED50 120 Volt 50 ft. 1 11 lbs. • Longer life than halogen,metal halide,or SP0525LED100 SP0525SLED100 120 Volt 100 ft. 1 151/2 lbs. incandescent bulbs •Patterned thermoplastic or stainless steel face rims available •U.L.listed for fresh water Coloriegie 2.5 LED Spa Light Buying Guide • • 12 volt and 120 volts available Plastic Stainless Steel Cord Ctn. Ctn. Face Rim Face Rim Voltage Length Qty. Weight Low Voltage SP0532LE050 SP0532SLED50 12 50 1 81/2 lbs. SP0532LED100 SP0532SLED100 12 100 1 13 lbs. - clip Art SP0533LED30 SP0533SLED30 120 30 1 81/2 lbs. l• SP0533LED50 SP0533SLED50 120 50 1 101/2 lbs. '' kr .r �1 • c , �, SP0533LE0100 SP0533SLED100 120 100 1 15 lbs. X111` 1 rt` %' /tt' src,�� n u', fi 2 '_V iii• y tltl ,/ See Niche Chart on page 76 1, , r:• � , Special Note:Hayward does not recommend the installation of these 12 Volt lights with cable length above 50'(voltage available to a/'" 1' ':',',.!i4;;':".,.. the light is diminished to a level that significantly reduces light output).Hayward does not recommend the installation of 120 Volt lights ` with cable length above 150'.For 12 Volt lights requiring longer than 50'cable or 120 Volt lights requiring longer than 150'cable, ) Patterned Thermo Plastic Stainless Steel Face Rim Hayward recommends using our Junction Box SP0680 for 3/4'conduit or SP0681 for 1'conduit,and alight with cable length needed Face Rim from the lighting fixture to the Junction Box.Lights with cords up to 200'are UL listed. For replacement parts see pages 230-232. HAYWARD El . / ___i / 7(4; DATE TIME \./ CITY OF ORONO CALL D IN • INSPECTION NOTICE y , SCHEDULED / PERMIT NO. ,/-7 -C C'C' COMPLETED ADDRESS 0 /Cj / / { / f SI cv 1 7h )Ej l Ln OWNER TELEPHONE NO. (0 /')- 7--i-7:6--C'•265/ '265 CONTRACTOR t''-- •J / C.r is E DESCRIPTION P(1-6 l -� - �� � W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ElFINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE S TIC INSTALL Z OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS:cc -/ / 4 — 1/' /SA 7 t-mS Q DrCi•,G) 7Q zVr7 9 et 1 cc eu a: Q 2 w et LU WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LI El STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 Owner1( ctor�n site: J7 - /arra/.c Inspector: G--/e L White Copyllnspector's File Canary CopylSita Notice y I . at GRANDEE® 7-----r- APR 2 7 2017 CITY OF ORONO r. .. Seating Capacity 7 adults ex ` , Dimensions 8'4"x 7'7"x 38"/2.54m x 2.31m x.97m ✓ . ,,: ® c". s' Water Capacity 450 gallons/1,700 Liters 3 4 Weight 1,060 lbs./480 kg dry;6,040 lbs/2,740 kg filled' fai Spa Shell Options Alpine White,Creme,Ice Gray,Platinum,Tuscan Sun, •; or Desert" 9 k: Cabinet Options Everwood°HD:Mocha,Monterey Gray or Teak" 4 1 • 4110 ' *` s ' • > • Jets-43 SpaStone":Earth or Gray 2 Moto-Massage DX jets(2) (w/Stainless Steel Trim) 2 SoothingStream°jets 3 JetStream°jets 2 Rotary Hydromassage jets r2 2 Directional Hydromassage jets / +'� 30 Directional Precision°jets Water Feature BellaFontana'with 3 illuminated arcs of water Water Care System ACE'Salt Water Sanitizing System (Optional) or EverFresh"System Grandee shown with Alpine White shell Jet Pump 1 Wavemaster'9000;One-speed,2.5 HP Continuous Duty,5.2 HP Breakdown Torque Jet Pump 2 Wavemaster'9200;Two-speed,2.5 HP Continuous Duty,5.2 HP Breakdown Torque 400.""' Circulation Pump SIlentFlo 5000°for quiet,continuous filtration g.wt c .a,. Effective Filtration Area 325 sq.ft.,top loading Tri-X filters A I' ,� 100%no-bypass filtration tow , ' ,/, :. Ozone System FreshWater°III Corona Discharge Control System IQ 2020°with wireless remote control 230v/50amp, 60Hz,Includes G.F.C.I.protected sub-panel Lighting System Luminescence'multi-color four-zone Heater No-Fault% Energy Efficiency Certified to30v ,.. the the APS/230v 14 National Standard and --- the California Energy Commission(CEC) --.... in accordance with California Law Vinyl Cover 3.5"to 2.5"tapered,2 lb.density foam core,with hinge seal in Caramel,Chocolate,State,or Evergreen Grandee shown with Alpine White shell/ Cover Lifter(Optional) CoverCradle°,CoverCradle II,Lift'n Glide`or UpRite° Mocha cabinet and Everwood' HD step Steps(Optional) Everwood`HD,NXT,Polymer,SpaStone Entertainment System(Optional)Wireless Sound System 'Includes water and 7 adults weighing 175 lbs.each 'Some color combinations are considered special orders Ice Gray/Teak,Creme/Monterey Gray, Desert/Monterey Gray,and Platinum/Teak have special order pricing.See your dealer for details. Export models available in 230v,50Hz,1500w Heater HotSpring® Every day made better® DECK 5 RED PRINCE NEIGELA I PEEGEE HYDRANGEA - TREEFORM q DEUTSCHLAND ASTILBE NEON STONECROP SEDUM DEUTSCNLAND ASTILBE I PEEGEE HYDRANGEA - TREEFORM ON I NATURAL STONE POOL COPING f�cl) �:._.fnc - _ PAVER POOL DECK \ •4i..-� h fno c n7o,� NA-1 URAL STONE RETAINING WALL 42" MAX HEIGHT I i 1 NATURAL STONE RETAINING HALL 42" MAX HEIGHT s �^ U NATURAL STONE RETAINING HALL 42" MAX HEIGHT \ mno 1� (o BAJA DAYIJLY y, O _ /77\\ o U 0 ii SHENANDOAH RED SWITCH GRASS .--.:-.. �1'��II/ lil JJ• � (/,—.\\ ill 111 II / ' a Q rt 5 KARL FOERSTER FEATHER REED SS �I 1 j 3 SEA GREEN JUNIPER ® W J Q� 0014 — 6 SKYROCKET JUNIPER ° 8 SKYROCKET JUNIPER �I I I it vo dad � 2W - 00041 /' — ' ► Powered by DymSCAPE® J pRONO COP'1 _ _ _ _ _ DECK I PEEGEE HYDRANGEA - TREEFORM I I I I I I - I - I I I I I I I t I I I Imo_ I I I I 1 I BUILDING SET BACK I I I 1 I I I I 15' SIDE YARD SETBACK I I I I MAR - 2017 I I CITY OF ORONO I I I I I I I I I I I I I I I f I I � f I I I I I 4' NATURAL STONE STEPS f 8 BAJA DAYLILY i EX. 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