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2014-01222 - pool - in ground
CITY OF ORONO F J!I I II VI I I II II LI 1 I 1111 II 2750 KELLEY PARKWAY * 20 14 - 0 1 22 2 * DATE ISSUED: 03/26/2015 ORONO,MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 1060 TONKAWA RD PIN : 08-117-23-13-0019 LEGAL DESC : RYANWOOD : LOT 001 BLOCK 001 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : POOL-IN GROUND ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 75,526.00 NOTE: 12'X 12'SPA COMBINED ESCROW WITH 2014-01310 / AS-BUILT SURVEY REQUIRED PRIOR TO ESCROW RELEASE. INTITIAL: . APPLICANT PERMIT FEE SCHEDULE 920.72 OLYMPIC POOLS,INC. PLAN REVIEW 28.58 135 S ATWOOD STREET STATE SURCHARGE(VALUATION) 37.76 SHAKOPEE,MN 55379 TOTAL 987.06 (952)445-7779 Payment(s) Minnesota State License#:BUIL-20458239 CREDIT CARD 3850 987.06 OWNER Dielan LLC 1060 TONKAWA ROAD LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 4Ja0rs 1 4 —C ,CS' plicant Permitee Signature Date Issues :y Signature Date City of Orono Building Permit Application for a Swimming Pool Mailing Address: Permit number. c,7 /1- )402-.01?-- 0 4 Cr Box 66 ® _�'®\ Crystal Bay,MN 55323-0066 Date received: /4 -2/-1 ./ Y' y;--tti rStreet Address: '- :' ed b . L� / 7;i�ti� G2750 Kelley Parkway Plan review fee: ' / l-- Ao$*v Orono,MN 55356 ota ee: -` 5--b . 3-9 Main: 952-249-4600 Fax 952-249-4616 www.cl.orono.mn.us '-7 , (:),-,-;----------. / 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: 10 60 0IJiM,1,,LA ?D, ©leoNa • Mi✓ , S 3.c CONTRACTOR/APPLICANT INFORMATION: Name: OL3'MPiG Pc.L- S State License# Z o 6 39 9 Expiration Date: Phone: .4('95-Z - Z21---- Z 2-a o Fax: 1,5-z- tf h - 7$6 7 Address: (3 S ATre.•cab Si. S- City: aQo.- ZIP: -s•3 7. 4 Contact Person: Contact's phone number Email 6k-a l t G1 c OI y pool S; (,@1/I Applicant is: Contractor Homeowner (Circle One) 616 (t i PROPERTY OWNER INFORMATION: (Jame: DIE LA.I.1 1.4.-C_. Phone(day): 763.3( 0. $139 Mailing Address: CA FT kLl ly *ASS&.., Si A rrcnn Blvd; 414961, $iaoft'J-rAZIP: 5A-1437 Email and/or Fax die.Lars i(c_a mi ENGINEER INFORMATION: `.Jga Name: /1/%c!/./1kg.wrj.' Phone: 75 3 - Z, :, - OD 7) Address: 141 to Z I s2 Air City:R„) 14-ac ZIP: 5S3o9 Email n,c146 ✓e. nill',.e,,,,_-► :..c. «-. Fax: - PROJECT INFORMATION: 1.Pool Dimensions: 4.Accessory to: 5.Pool Type: 6.Sewage Disposal& SpA Water Supply 12- X I Z feet L�1 Single Family 0 Above ground ❑Public Sewer 2.Heated? ❑Multiple Family/Condo In-ground yes 0 no ❑Public ❑Private Sewer 0 Other(specify) 3. Excavated materials will be: 0 Commercial 0 Public Water El"moved from site ❑ Industrial 6.Retaining Walls? 0 Private Wet ElOther:(specify) Iff'used on site ❑yes ❑no ❑Other:(specify) Height Z I Total Cubic Yards Estimated Construction Valuation $ :75,5 2.6. 0 p Last Updated: 10/28/2010 -7- Dt,oeJir-r of ploix) 12• V J ek-0 (/ 7 b pervP its pc/ 5t, eci (#s REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enalo�.ed Applicable [� 0 Permit Application ❑ _ 0 Plan Review Fee ra' 0 Pool Plans ❑ 0 Survey(includes grading plan) ❑ 0 Hardcover Calculation Worksheets ❑ 0 Erosion Control Plan or copy of MCWD Permit O ❑ Septic System Certification O 0 Wetland Buffer Improvement Plan O 0 Escrow&Escrow Agreement ❑ 0 Other ❑ 0 Other ❑ 0 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 governmental agencies required by law If you refuse to supply the information,the permit may not be issued. Applicants Signature: /Q Date: !b — /6— /' Owners Signature Date: ID -16 -i' 1 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 1060 TONI'w A 0-0/A-0 Permit No.: 2o+/- O I 222 Description of work: ()DOL._ Date Rec'd: Septic review by: Date Approved: Zoning review by: IrmixG Date Approved: O4l 1/5 Building review by: Date Approved: 3 -G - Z `5 Grading review by: V/ a 111 . / • Date Approved: 6' 6 Y l{� Zoning District: ire--1 6 Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF 0/0 Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?): Proposed '1=1 • •cks: 01. s Fron Rear(Street) S E W ) ( N S E W ) Other Buildings ��, A �� Sid ide5 r On 1,5 of ( 0 Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet) = 50% = L.F. below grade #of Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed The distance between the top of START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the the highest point of the roof. roof. If you have a... If you have a... • GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(no (no windows): Subtract half windows): Subtract half the distance the distance between the between the highest point of the roof highest point of the roof to to the low point of the corresponding the low point of the UBTRACTION gable or hipped roof corresponding gable or (B ED ON • GABLE OR HIPPED ROOF(with SUBTRACTION hipped roof ROS TYPE) windows): Subtract half the distance (BASED ON • GABLE OR HIPPED ROOF between the top of the highest ROOF TYPE) (with windows): Subtract window and the highest point of the half the distance between roof the top of the highest • ALL OTHER ROOF TYPES(flat, window and the highest mansard,etc):No subtraction. point of the roof • ALL OTHER ROOF TYPES SUBTRACTION Sub -ct the distance between the (flat,mansard,etc):No (BASED ON basem- ticrawl space floor and the subtraction. EXISTING highest e ing grade adjacent to the ADDITION Add the distance between the top GRADES) foundation O` '0 feet(whichever is less). (BASED ON of slab and the highest existing EQUALS Defined building ' '•h EXISTING grade adjacent to the foundation. GRADES) EQUALS Defined building height Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes 0 No Permit Number: I4-5(03 Yes 0 No 0 N/A 0 Yes 0 No 0 N/A—see attached Setback: Stormwater Quality Existing Hardcover Proposed Overlay District (°/0 and sf) Hardcover Variance Required CUP Require Tier(circle one) (% and sfl 0 Yes 1/No 0 Yes No 2 3 4 5 Z2, 101 Type(s): Type(s): Updated: January 2015 ' z:\forms\plan review checklist 2015.docx REMARKS (in-house): Fees to be Charged YES NO Permit Dc Plan Review State Surcharge Investigation Fee SAC- Number of SAC Units Other(specify) Square Footage $per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ , ‘3-2.-6, ' ✓Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ ite CI Plumbing 0 Grading/ Filling 0 Well Silt Fence/ Erosion Control 0 Mechanical 0 Fire 0 Electrical ardcover Removal 0 Septic 0 Water Connection 1XFooting 0 Fireplace 0 Sewer Connection ❑ Poured Wall 0 Masonry 0 Lawn Irrigation ❑ Foundation Survey 0 Mfg. 0 Landscaping ❑ Foundation Waterproofing 0 Other(specify) ❑ Radon Rock Bed ❑ Framing ❑ Insulation -Built Survey incl ❑ Other(specify) REMARKS (in-house): 54e Ge/61) 19(4 nita‘. "4 U 13 10 Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES 0 NO New: 0 YES 0 NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED '01)141a1W aO Dv 144 2191q- 01310 letzdatAt td- 61/1/0f,0 (se,tt Gtti�,! l✓uv fa GrO".1 t'91 V -C Updated: January 2015 z:\forms\plan review checklist 2015.docx =e .. .1 F 1. , ONOCO j I 1 :t 1 v, 1 a' _ Yf 11 41 . ;1/ ,r 11 A FA f+ #f.i t a- 7n j a4 t t , :.,':i1/4: t , , ) � f. 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TTljjjjjj{{{ mi. t,t I i t' t:.;:.:',,,,�6 ,, ? k v r d r gat ,f. i -Fit , � ' 'f.ti . t. 1 •=" OLYMPIC 10/21/2014 • POOLS x7 copytOR0NO ry -tit Water Street Homes 1161 Wayzata Blvd E#208 Wayzata, MN 55391 Dielan LLC c/o Cory Kiner 5001 American Blvd. W.#699 Bloomington, MN 55437 Owner/Project Address: 1060 Tonkawa Rd Orono, MN 55356 Subject: Concrete Spa Installation • 12'x 12' raised (approximately 18")concrete spa, 3' depth • (10)gunite hydrotherapy jets • Continuous bench seating for a clean look that maximizes user seating • Construction and specifications per Olympic Pools standards(attached) • SGM Diamond Brite plaster • Waterline tile • Accent tile for bench • Two (2) skimmers, dual in parallel main drains to meet ANSI/APSP-7-2006 standards for avoidance of suction entrapment and the Abigail Taylor Act. • Minimum 75 gpm flow rate per hydraulic calculations to provide a turnover rate that meets MDH commercial standards • 400 btu ASME natural gas cupro-nickel pool and spa heater • (1)Air blower located within 40' of spa • VS 3050 Variable speed pumps with flow-meter • Clean and Clear Plus CCP 320 cartridge filter with (4) spare filter cartridges • Two (2) LED White or 5G color changing IntelliBrite spa lights. • Easy Touch 8 automation with IC chlorine generation and salt to establish proper salinity levels • Loop-Loc winter mesh safety cover,to be installed at the time of winterization • Coverstar automatic cover with heavy duty brackets for cover coping stones- Hidden leading edge system with tiled bed • Custom center fountain feature with (1) Pentair color cascade LED 135 Atwood Street South • Shakopee, Minnesota 55379 • Tel 952-224-2200 • Fax 952-445-7867 • www.olypools.com , .,,,,, , ..., • LYM PlC , , . ,. . . ,,,‘ ., 116. I 4110 ' ° ' i I P , POOLS . , ,. . ,, ,, , , , ,, , I OLYPOOLS . COM . f ,' IIS 11I i 1 I , r I - � 1 ' i1 H yi i I . • � e ,�� i - I 1 I I �B'-- -.. - .. N 1 9 k 'yi,grii. ,,�,� \ / I 0 _.. , i , 1 , I , 135 Atwood Street South • Shakopee, Minnesota'55379 •Tel 952-224-2200 • Fax 952-445-7867 • www.olypools.com 4,- OLYMPIC f b,.,... at A POOLS OLYPOOLS , COM Hidden LeadingEdge 2'-2" g2" I 3" THICK REMOVABLE ?�J�� � COPING OVER VAULT 6" 4" WALL BEHIND (CONC.) (CONC.) 1,_2„ COVER TRACK as24311 - .... - --1 .Ana Q li _ .. WATER LEVEL 71411'aw i Ai EL. +936.45 _ ° 1 • SLOPE VAULT FLOOR TO DRAIN d 1� TO SCUPPER AT WEST WALL, 4 0 t � i SEE L3.03, DETAIL 3 ° lir o Ii RUBBER ROOFING MEMBRANE a a. ( ciI d a 'yCS A :o O 135 Atwood Street South • Shakopee, Minnesota 55379 • Tel 952-224- 2 • Fax 952:445-R6'7 135 Atwood Street South • Shakopee, Minnesota 55379 • Tel952-'2,24-2200 •Fax 952-445-7867 M ASYTO U H® CONTROL SYSTEMS Pool/Spa Control Systems V #PENTAIR Featured Highlights 1 EasyTouch System ,Q New EasyTouch Features include: I. "'- - • UltraTemp°Heat Pump integration • Now works with ScreenLogic2" - Interface EE Z • Support for 2 VS or 2 VF Pumps • Interfac te°Pool and Spa • Supports 8 Feature circuits Light support �vErrrw�n/ Q • MagicStream°Laminar support . SpaCommand°Spa-Side Remote X s • IntelliChem°Controller support support and control of IntelliFlo° Pump • Optional Controllers for added convenience:Indoor Control Panel(for 4 or 8 circuit systems),a Wireless controller(for 4 or 8 circuit systems),a Q QuickTouch°II 4-function wireless remote,a 4-button spa side remote,and • SpaCommand spa-side remote. •• •All functions controlled with easy,one-button access from the self-contained n load center or optional controllers.No need to memorize operating sequences,open and close valves,or reset time clocks and thermostats. I 6 j • Builtin diagnostics include automatic verification of the display, $7° microprocessor,switches,indicators,relay outputs,valve outputs,sensor inputs,and communication ports as well as a diagnostic screen that reports failures for troubleshooting and repair purposes w • Includes 150 amp breaker base with space for ten 1-inch breakers • UL and cUL approved iPhone,iPad° Mobile,iPod touch° • Dimensions:26 in.H x 17 in.W x 5-1/4 in.D MobileDigital Device The EasyTouch®Control System family offers a new level of control for homeowner's looking for an affordable,easy to use pool/spa control system.EasyTouch allows full control of all pool/spa features including advanced features such as colored lighting and IntelliChlor®Salt Chlorine Generator support.Every EasyTouch system includes an easy to use control panel that is built into the outdoor enclosure.This control panel allows for full system setup,programmability, and everyday operation.In addition,there are several other available remote interface choices.The EasyTouch systems come in a variety of configurations:Pool only or Spa only,Pool/Spa with shared equipment,and also integrated with Pentair Aquatic Systems'IntelliChlor salt chlorine generator. Ordering Information Model Product fAlr,V Wl1Cl4SYS*LI.151.VI11-1OUTIWTELt_1CHLORTRAIiSfORt'EREUILt-1N 520591 EasyTouch 4P-Single Body'base system-no ICP,no actuators) 520703 EasyTouch BP-Single Body(base system-no ICP,no actuators) 520538 EasyTouch 4-Pool/Spa)base system-no ICP,2 actuators) 520540 EasyTouch 8-Pool/Spa'base system-no ICP,2 actuators) - EASYTOUCH5'511145V'O1HIN]ELLACHLOR THAI4SFORi ERAlIDINTELSICHLORCall_ 520592 EasyTouch 4P5C-1C20-Single Body'includes SCG integration&1C20 cell) 520593 EasyTouch 4PSC-IC40-Single Body'includes SCO integration&IC40 cell) 520704 EasyTouch 8PSC-IC20-Single Body)includes SCG integration&IC20 cell) 520705 EasyTouch 8PSC-IC40-Single Body[includes SCG integration&IC40 cell) 520542 EasyTouch 45C-IC20-Pool/Spa(includes SCG integration&IC20 cell,2 actualorsl 520543 EasyTouch 4SC-1C40-Pool/Spa(includes SCG integration&IC40 cell,2 actuators) 520544 EasyTouch 85C-IC20-Pool/Spa'includes SCG integration&IC20 cell,2 actuators) 520545 EasyTouch 85C-IC40-Pool/Spa(includes SCG integration&ICAO cell,2 actuators) 521150 EasyTouch BSC IC60 Pool/Spa'includes SCG integration&1060 cell,2 actuators) a• � � A #�z z 4161,tsDl/+t,1irs JQUCHsysiEi1S' :' 4 .. ... t sk 520914 EasyTouch 4P-C-Single Body(salt ready system,cell must be ordered separately) 520915 EasyTouch 8-C-Pool/Spa(salt ready system,cell must be ordered separately) 520911 intelliChlor IC20 cell for Canada 520912 IntelliChlor IC40 cell for Canada • iPhone`,iPad°,and iPod Touch°are registered trademarks of Apple Inc. See page 341 for replacement parts. 28 gye E4.TELLEFLO® VARIABLE SPEED z HIGH PERFORMANCE PUMP o CO + PENTAIR Featured Highlights Z •Ability to program exact pump speeds for specific f� • operations-filtering,heating,cleaning,spa jets,water x. Eco® features and more-reduces energy costs up to 90% t.i• • ' ) S 0 I is a t •6 speed settings and on-board scheduling with timers a• p"°"TR/ LCD screen with keypad for easy programming 4 • Ultra-efficient permanent magnet motor design reduces `; noise and vibration for greater efficiency and longer pump life • Fully compatible wtih Intell)Touch®,EasyTouch®, SunTouch®Automation and other pool control systems •Operates seamlessly on 50 hz or 60 hz input power. Flow/speed are constant when operating on 50hz or 60 hz IntelliFlo Variable Speed IntelliFlo Variable Speed pump is the most energy- High Performance Pump efficient pump ever,with over 5 years of proven in-field Protected,596 U.S-Patent,340,7,686,587,,5627 407, reliability.IntelliFlo Variable Speed pumps combine o., ence, 7,854,597,0611,430, and allar 0606,562;8,043,070 and permanentrive emagnetgy,onboard digital motors fused in hybrid(cars)to and Patent Pending and correspongin foreign counterparts. reduce pump-related energy costs by up to 90%. Ordering information Primary Listings and Port Size Carton Voltage Full Load kw HP SF SFHP FRED. Certifications' lNPT1 Wt.(Lbs.) Product Model 9 props ULTRA Cl'`ERGY Et OMNI VHPIAPiI E SPEED IKON-SVRS MODEL) 011018 IntelliFlo Variable 230 16 3.2 3 1.32 3.95 50HZ/60HZ UL',NSF',CSA 2 2 in.x 2 in. 45 Speed 8 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC with 4 inputs 521109 IntelliCom 2-Rated 9-30 V DC with 4 inputs 1 1 350122 Communication Cable-50 ft.-Included with IntelliFlo Variable Speed 11201-0154 2 in.x 2 in.Union(2 in.NPT mate x 2 in.female NPT quick connect) •Note:two required per pump(sold individually) 2 'ASME'indicates that pump bears a specific mark signifying evaluation Stan ards U that pump r bears a t y mark signifying evaluation andtU.S. to ASME/ANSI Standard A.112.19.17.2002 Manufactured Safety Vacuum Standards UL1081 for Permanently Connected Swimming Pool Spa Relief System lSVR51- Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid , Product may have been evaluated to other state and local regulatory Pumps For Swimming Pools Only(Enclosure 31. 2 'NSF'indicates that pump bears a NSF mark signifying evaluation to standards.Listing status may change.Always confirm status withpP roP riate agency if in doubt. NSF Standard 50 For Sell-Priming Centrifugal Pumps For Swimming appropriate Pools Only. Note:Pump must be used with current collectors when ' 'CSA'indicates that pump bears a CSA mark signifying evaluation to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For installed on spas or hot tubs in Canada. Swimming Pools Only(Enclosure 3). Refer to catalog page 34 for a selection of 1-and-2-Pole GFCI breakers which offer 6 milliamp 156",s personnel protection while meeting 2008 to current NEC Standards for Pool Pumps. CLEAN & CLEAR® PLUSFILTERS -, FIBERGLASS REINFORCED POLYPROPYLENE TANK r at # PENTAIR x Featured HI Tali g hts - , I 9. {: C, • NSF listed MI ' "' / • Superior strength a ��® x.� • Large filter area for increased e, ikl - '. dirt capacity 2 F' Select IS • 1-1/2 in.,100%drain clean-out port `. ` ` ' Effearoy� � ITI 401 PENTAIR • Continuous High Flow'internal air relief' ,�'': ,. _ ,__: ,--,• Base and plumbing kits now available 1 ' '• Clean & Clear O • Injection molded tank e . Plus Filter • Balanced hydraulic flow •Tension Control'clamp • 100%factory tested Clean & Clear®Plus Filters have a corrosion resistant injection •Black bulkhead unions molded fitter tank featuring superior strength and reliability.The • High Flow manual air relief valve cartridge assembly uses four easy to clean,non-woven, polyester cartridges. Each filter is supplied with a bulkhead union set for easy installation. Ordering Information Turnover Capacity Product Model Effective Filtration Flow Rate Flow Rate' fln Gallons! Carton Carton Area(Sq.Ft.) (GPM Res) (GPM Comm) Oty. Wt.(Lbs.) 8 Hour 10 Hour 12 Hour '4 , CLEAN 8,CLEAR PLUS FILTERS 160310 CCP240 240 90, 90 43,200 54,000 64,800 1 60 160340 CCP320' 320 120 , 120 57,600 72,000 86,400 1 70 160301 CCP420' 420 150 150 72,000 90,000 108,000 1 80 160332 CCP520' 520 150 150 72,000 90,000 108,000 1 90 ' NSF Listed. ' Commercial rate is a maximum of.375 GPM sq,ft.of filter area. 2 Residential rate.375 GPM per sqftof filter area. Vertical Clearance Dimension Table Dimensions and Performance A ' Model A Dim. B Dim. NSF. 160310 3T 56 160340 43• 67 Listed `_-"� 160301 49' 68' iNote:Actual system flow will depend on plumbing size 160332 56" 74' and other system components. AILg Ill1I1� Note:Pentair Aquatic Systems does not recommend iii+ Mirflow rates above 150 GPM. �� *Integrated continuous High Flow internal air relief is !In operational only when there is unobstructed flow in the L-- • circulating system. H 21-lhin__H Note:Operating Limits-maximum continual operating t . pressure of 50 PSI.Pool/spa(bather)applications, Dimensions maximum operating water temperature(internal filter) 104°F(40°C). See page 348 for replacement parts. 43 .1 PENTAIR>>Products>>Filters>> Cartridge>> Clean & Clear Plus Cartridge Filters Page 1 of 2 • DEALER 10C1T0R ) ESPA OL I FE AN AIS SEARCH 00 PENTAIR AQUATIC SYSTEMS PRODUCTS I SAVE ENERGY I SUPPORT I NEWS&MEDIA I CONTACT U5 I DEALER RESOURCES PRODUCTS CLEAN & CLEAR® PLUS Manuals Aboground Cystems Brochures Automation Cartridge Filters CDs,DVDs and Videos Cleaners Filters Dimensional Drawings AltFilt'r Replacement Parts Cartridg Specs :.11 Cartridge • Clean&Clear Cartridge Fitt ,s Teasigii Clean&Clear Plus Cartridge " '. 10 figm Clean&Clear RP Cartridge Filter I..:.•fi« aelsgat::,eves Spa.Hot Tub. 8.•,170.,. and Lwimming Pool Filters Posi-Clear RP Cartridge Filter FIBERGLASS REINFORCED POLYPROPYLENE TANK S.stem:2 Modular Media Fitters -PLM'eries Clean&Clears Plus Cartridge Filters have a corrosion resistant injection S•stem:3 Modular Media Fill, s molded filter tank featuring superior strength and reliability.The cartridge -SM Series D E assembly uses four easy to clean,non-woven,polyester cartridges-Each Sand filter is supplied with a bulkhead union set for easy installation. Filter Kits Heaters&Heat Pumps FEATURES Lighting • NSF listed Maintenance&:,afet,Equipment • Superior strength Pumps Sanitizers • Large filter area for increased dirt capacity abrs • 1-1/2 in.,100%drain clean-out port Water Features • Continuous High Flow"internal air relief' White Goads • Base and plumbing kits now available Product Videos • Injection molded tank COMMERCIAL PRODUCTS • Balanced hydraulic flow REPLACEMENT PARTS • Tension Control clamp • 100%factory tested • Black bulkhead unions • High Flow manual air relief valve Note:Actual system flow wilt depend on plumbing size and other s/stem components. Note:Pentair Pool Products does not recommend flow rates above 150 GPM. 'Integrated Continuous High Flow internal air relief is operational only+ hen there is unobstructed flow in the circulating system. Operating Limits-maximum continual operating pressure of 50 PSI.Pool.spa (bather)applications,maximum operating water temperature[internal filter'104 degrees F 140 degrees CI CERTIFICATIONS NSE Listed http://www.pentairpool.com/products/filters-cartridge-Clean-c lear-plus-cartridge-filters-27.... 10/7/2014 PENTAIR >> Products >> Pumps >> Inground >> IntelliFlo Variable Speed Pump Page 1 of 2 DEALER LOCATOR : ESPA OL I FR:.N i.IS SE:ACH 414 : PENTAIR AQUATIC SYSTEMS PRODUCTS I SAVE ENERGY l SUPPORT I NEWS&MEDIA I CONTACT US I DEALER RESOURCES PRODUCTS INTELLIFLO® Manuals Abo eground S.,stems IntelliFlo Variable Speed Automation Variable Speed Pump Installation and User's Guide (English) Cleaners :.wr IntelliFlo Variable Speed Pump Fitters - -- . tib., Owners Manual(Spanish) Heaters&Heat Pumps .- • IntelliFlo VSD Swimming Pool Lighting Pumps Installation Guide (European Language( Maintenance&Safet, Equipment Pumps P Brochures All Pumps CDs,DVDs and Videos C 6c lasots sa RC Inground Dimensional Drawings MEMQ KM•u All Inground Performance Curves Challenger H-h FLOW Pumps WANT TO KNOW WHY INTELLIFLO VAR'ABLE SPEED FJMPS OUTSELL ALL Replacement Parts Challenger High Pr,ssur Pumps OTHER VARIABLE SPEED POOL PUMPS COMBINED? Troubleshooting&FAQs Dyna-Pr 'Dyna-Pro E When Pentair' first introduced IntelliFlo variable speed technology,it set Tools )ntetliFto Variable Sneed Pump off a marketplace revolution with its energy efficiency,near-silent operation Specs Inteltiflo V5•SVRS Variable _'peed Pumps and tong service life. Accessories IntelliFlo VF t friable Flow Now comes the latest member of the IntelliFlo family,the new IntelliFlo Pumps IntelliFloXF Variable Speed variable speed pump.It further refines the field-proven advancements that Pump have led IntelliFlo pumps to outsell all other variable speed brands IntelliFlo i I 1 viable Speed Pump combined.Check out these advantages and you'll quickly see why: IntelliPro Variable Speed Pump IntelliProXF Variable Speed FEATURES Pump • ENERGY STAR Certified:meets strict energy efficiency criteria set by IntelliPro VS•SVRS Variable Speed Pump the U.S.Environmental Protection Agency and the U.S.Department of Max-E-ProXF High Performance Energy. Pump Max-E-Pro High Efficient; • Energy savings up to 90%versus traditional pumps° PoolSpa Pumps • G programmable speed settings and built-in timer to ensure the pump SuperFlo HiiM Performance Pumps runs at optimum speed and duration SuperFlo 'S Variable Speed • Ultra-efficient permanent magnet motor design reduces noise and Pump SuperM.x High Performance vibration for greater efficiency and longer pump life Pumps • Dramatically quieter operation-as tow as 45 decibels-about 4 times SuperMax1.Variable Speed Pump quieter than most traditional-style pumps." WaterFall Specialt.•Pumps • Totally enclosed fan-cooled ITEFCI design and low average operating WhisperFlo High Performance speed makes IntelliFlo the quietest pump on earth Pump WhisperFloXF High F.rformance • Fully compatible with IntelliTouch`,EasyTouch SunTouch Pool Pump Control Systems and other brands of digital pool/spa controls for boveground managing pump,heating,lighting,spa jets and water features. :pecialt; Pump::cessories • Built in diagnostics protect the pump for longer service life Utility.Drainage.Service Sanititers Val^s `Savings based on variable speed pump compared to a single-speed pump Water Featurr running 12 hours per day at an average of$0.16 per kWh in a 20,000 gallon pool. White Goods Actual savings may•.ary based on local utility rates,pool size,pump run time, Pr'duct ideas pump horsepowar,pump rpm,plumbing size and length,pump model,service COMMERCIAL PRODUCTS factor and other hydraulic factors. REPLACEMENT PARTS "Compared to noise level of typical 1.5 hp single-speed pump. http://www.pentairpool.com/products/pumps-inground-intelliflo-variable-speed-pump-43 0... 10/7/2014 PENTAIR >>Products >> Pumps >> Inground >> IntelliFlo Variable Speed Pump Page 2 of 2 CERTIFICATIONS \NSF NSF Certified UL-C,US Certified Energy Star Certified E NEWSLETTER I DEALER LOCATOR I TERMS OF USE I SITE MAP I CONTACT US I PENTAIR.COM 600-6 y,l co, tight 2016 Penlau Lid All Rights F,n ed http://www.pentairpool.com/products/pumps-inground-intel liflo-variable-speed-pump-430... 10/7/2014 DIGITAL • LCD digital display provides accurate temperature a Unitherm governor prevents condensationp. • Monitors operational status as well as service111 ® PVC plumbing directly to the heater G diagnostics • Small footprint • High-wind resistance a Can be installed on combustible surfaceLLI cc • Corrosion-resistant headers R.— Amikaostammem.- r-B-1 Ammo II 1 INCOORIwl • ;�_ DIW Maa1111 = .. I,:• lw 1 M -- -__ A _-'i . ._ Shipping Weights(lbs) w/Polymer STUN (A) (B) (C) Headers Heater Input Cabinet Flue Indoor Ci) Gas Water and Stackless Indoor Model (000) Width Diameter Drafthood Minimum Conn. Conn. Top Drafthood R206A 199.5 20" 6" 61-5/8" 11-7/8" 3/4" 2" 187 14 R266A 266.0 23" 7" 62" 11" 3/4" 2" 210 16 11336A 332.5 26" 8" 63" 10-5/8" 3/4" 2" 230 19 Dimensions R406A 399.0 29" - 9" 64-1/2" 12-5/16" 3/4" 2" ' 249 21 are in inches. 0 ELEVATION PART SHIPPING LIST MODEL GAS (feet) NUMBER WEIGHT(LBS) PRICE P-R206A-EN-C#50 Natural 0-2000 009216 187 $3,013 P-R206A-EN-C#51 Natural 2000-6000 009220 187 $3,013 P-R206A-EN-C#52 Natural 6000-9000 009846 187 $3,013 P-R266A-EN-C#50 Natural 0-2000 009217 210 $3,310 P-R266A-EN-C#51 Natural 2000-6000 009221 210 $3,310 P-R266A-EN-C#52 Natural 6000-9000 009847 210 $3,310 P-R336A-EN-C#50 Natural 0-2000 009218 230 —$3,766 — P-R336A-EN-C#51 Natural 2000-6000 009222 230 $3,766 P-R336A-EN-C#52 Natural 6000-9000 009848 230 $3,766 P-R406A-EN-C#50 Natural 0-2000 009219 249 $4,278 P-R406A-EN-C#51 Natural 2000-6000 009223 249 $4,278 P-R406A-EN-C#52 Natural 6000-9000 009849 249 $4,278 P-R206A-EP-C 057 Propane 0-2000 009224 187 $3,013 P-R206A-EP-C#58 Propane 2000-3000 009228 187 $3,013 P-R206A-EP-C#59 Propane 3000-5000 009232 187 $3,013 P-R206A-EP-C#60 Propane 5000-7000 009236 187 $3,013 ;'' P-R266A-EP-C#57 Propane 0-2000 009225 210 $3,310 P-R266A-EP-C#58 Propane 2000-3000 009229 210 $3,310 P-R266A-EP-C#59 Propane 3000-5000 009233 210 $3,310 j P-R266A-EP-C#60 Propane 5000-7000 009237 210 $3,310 z.,I P-R336A-EP-C#57 Propane 0-2000 009226 230 $3,766 P-R336A-EP-C#58 Propane 2000-3000 009230 230 $3,766 P-R336A-EP-C#59 Propane 3000-5000 009234 230 $3,766 P-R336A-EP-C#60 Propane 5000-7000 009238 230 $3,766 P-R406A-EP-C#57 Propane 0-2000 009227 249 $4,278 ;` P-R406A-EP-C#58 Propane 2000-3000 009231 249 $4,278 P-R406A-EP-C#59 Propane 3000-5000 009235 249 $4,278 P-R406A-EP-C#60 Propane 5000-7000 009239 249 $4,278 Outdoor top Is standard;add for indoor top. R206 Indoor stack top 009838 14 $154 R266. Indoor stack top 009839 16 $157 R336 Indoor stack top 009840 19 $162 . R406 Indoor stack top 009841 21 $164 206-406 Hose adapter 2"MPT to 1 1/2" hose(set of 2) 006490 $30 #_ For Parts See Page 150-154 Water Leve ung 4 y n : ,, Levolor® Electronic Water Level Management Systems Electronically controlled device that detects low water conditions and automatically replaces the water to a pre-determined level. Features: • No moving parts • No extra in-deck canisters or under-deck pressurized fill lines •Waterproof enclosure and suitable for mechanical room environment • Ideal for pool and spa systems with water features where evaporation and splash out is common • Easily installed on new or existing pool and spa equipment systems with no modifications needed to the pool surface or structure •Time-out sequence guarantees against overfilling and hiding leaks • Available in 110/220 volt models • ETL® listed K-1100 Model: Fill Only oo Electronic fill that low water automatically replaceswater to a Pe-set level.Can be used iany situation where a --„, consistent water level is desired. Ideal for new or existing pool and spa • r„a,k systems. p_ Systems Include: `P•10.4`P•10.4 � � Controller(wall mount), sensors (dual style), and solenoid valve O "`"° (where noted). Controls are wired 220V from the factory, field adjustable + ; for 110V installations. List Price w Part No. Description $418.34 K11001 Controllere110/220V0V w/50 ft.Sensor w/ow/250 ft.Sensor /o Valveve $366.37 Mal ow 6 _ _ s K1100A Contra �~ K1100C Controller 110/220V w/100 ft.Sensor w/o Valve $379.04 °Oewoi ooK1100E Controller 110/220V w/150 ft.Sensor w/o Valve $391.72 K-1100 Fill Only K1100G Controller 110/220V w/200 ft.Sensor w/o Valve $404.e K11000KA Controller 110/220V w/50 ft.Sensor&1"Valve $413.28 13$423.42 K1100CKC Controller 110/220V�100 ft.150 ft.Sensor&Sensor $433.55 K1100CKE Controller 110/220 K1100CKG Controller 110/220V w/200 ft.Sensor& 1'Valve $443.70 KI 100CKI Controller 110/220V w/250 ft.Sensor&1'Valve $455.10 K1100CKK Controller 110/220V w/300 ft.Sensor& 1"Valve $465.25 K1100CKM Controller 110/220V w/350 ft.Sensor& 1'Valve $475.39 K1100CKO Controller 110/220V w/400 ft.Sensor&1'Valve $485.54 K1100CKO Controller 110/220V w/450 ft.Sensor& 1'Valve $495.67 r" K1100CKS Controller 110/220V w/500 ft.Sensor"& 1"Valve $505.81 fg(DD w LEV11 OCK/2G Controller, 110V w/200 ft.Sensor&2 Valve $619.92 -t (Time-out defaults: 1 hr,2 hr,4 hr for commercial • applications) 2010 Catalog I ' • make ake k strong.Wo make k easy.' t vERsrAR ECLIPSE MECHANISM DIMENSIONS g__ . i 1 ' Fl .) . , N\. 1)1 61'2 1 _1 _7=- i .1 Q 11 V Er] _ i 1-_ L ] [1711 I:1 A=Cover roll-up tube Specs: Diameter 6 inches Thickness of wall.058 Length is 3 inches less than the distance between the guides B=Mechanism(without motor) Specs Length 15 inches* Width: Minimum width 12 inches Maximum width 16 inches Height:(without adjustable feet) 11 inches With standard Feet 12"-15" With Extended Feet 15"—17''h"(A1600 for a set of three) Note: Minimum Housing size is 12"X 12". For Narrower housings,call for options. Rope Reel Capacity—90 Ft. C=Gear motor Specs: Length 12 inches Width 6 inches Height with housing 8-1/4 inches D=Mechanism plus motor Specs: Length with electric motor 28 inches* Length with hydraulic motor 22-1/2 inches(plus 1-1/2"to remove hydraulic motor—24"total* E=Non-motor end Specs: Length minimum standard 9-1/2 inches* F=Leading edge Specs Diameter is 3" UNDERGUIDE Length is 6 inches less than the distance between the guides TOPGUIDE Length is 3 inches less than the distance between the guides *All dimensions on length are from the side of the guide closest to the pool COVERSTAR,LLC, 1795 West 200 North,Lindon,UT 84042 801-373-4777 Fax 801-373-5095 www.coverstar.com Wa.make it strong.We make it easy OTA ELECTRICAL INSTRUCTIONS ELECTRIC UNDERGUIDE AND RECESSED TOPGUIDE BONDING-All Coverstar pool cover systems require bonding.The electrician should provide a #18 AWG solid copper ground from the pool equipment pad to a ground clamp on the electrical conduit inside the housing,with a 2-foot tail that will be attached to the mechanism ground bar. Be sure to follow local codes in all instances.Note: Place bonding wires at each end of the housing. GROUND FAULT CIRCUIT INTERRUPTER -A GFCI must be used in the electrical supply line for the motor.This should be on a separate dedicated circuit only for the pool cover. RUNNING WIRES -Bring 110y to the key switch. From the panel to the key switch,run 3 wires(hot,neutral and an unbroken ground). From the key switch to the motor end of the housing run 4 wires(two directionals,a neutral and an unbroken ground). Terminate the wires in a weather tight"J"box. The motor is 110 volt,3/4 HP with full load amperage of 8.8 amps. Follow all applicable codes regarding wire size,grounding, connections,etc. KEYSNTTCHES -Mount a standard,single gang,all weather junction box for the key switch at a point where 100%of the pool is visible. This is a mandatory requirement to meet ASTM safety standards. The key switch should not be placed in the mechanism box.This does not meet UL standards or code. OPTIONS-Coverstar has several different wiring options that includes limit switches,wireless remote control,water feature shutoffs etc. Contact your Coverstar distributor for details. Note: Builder is responsible to bring proper electric lines,conduit and bonding to the mechanism. Sub-panel with dedicated 110 Volt,15 an breaker Key switch is mounted in a and OM standard all-weather UL listedr-* single gang box. Must be able to see 100%of the pool from this location. Conduit with 3 Conduit with 4 wires(2 wires(hot,neutral& directional wires,neutral,& unbroken ground) unbroken ground) 48 bond wire Note:wires must be sized ul to meet all applicable codes. Motor draws 8.8 amps Single gang all weather box mounted jon corner of end wall of cover vault approx.3"from top of deck. . COVERSTAR " ° ' ° " Guide Specifications Scale 1 :1 4 Underguide Can be used with encapsulation or alone as screw-on guide 2' Encapsulated Screw-On (shown with gunite encapsulation) -2' MIN oo 0010 r i LM- . ' I 0,t ,,M ° o e ° ° 2' MIN--- ° a Qy a e d ° m 3. tAAX \ I' 4 Re-usable Coping Form for Encapsulated Guide Used • a o E 4 4 a s a d 4 2 a d a o ° m 4 t e 4 a o 4 e 0 4 O 0 E 4 c�orz, /�TI :IST. ° d e e 2' MIN Ald m A e ° e 4 CS LI . . . / __---------------------------- _----------- — _----------- _---------- _------------ / / .---------- — ___---------- wor ---.. _-----------— e .--- -Zia 41 _------------- __ IMMII ---------------------- iniffilrAl ...=. / / 41,4 PothOS141 IFT.'.'T lir - .0• NIIRe 0 o .ligito we 1,411V ro :;:*-:.':. ;:: ;;:•.:;.: ..k .: ;HINNI :. : f 1 041V .: b Au . .:.: ..,,,Al ,..........•lee. t4 "....: ,; -_, ii!_f,• -:' :.:"":" :• li , or.11k.:-;;.': ''!i'limo - ',";";''',-.":-•-;".; ° ''' ATPA ' .L.... 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' __....---------------- __ •"..'::: •''';:i'. :Y'' --- - 1111111111111111 / y .: ...';' Tiled.mil lerOh i.nath''),--5 hilts..,..... 1.1,,,F.L, ........ ____---------- s ..... ....o.."' .._ __ ___----------- __-------------- ------------------- ----------------------- ______---------- - .52,.RectititY1.....________I______ 15'47 -- -- ___-------------- -------------------- ___--------------- un_riji._ , ------------20 0 SC/CE N FEET ___----'--1---------- --------- I �.� I \ -__''--- 1 __________.. z . I -\, ' -----\--\---:-- r----w•NJI ' 1\\ i . iii .kt -":1,. ..:...E.!..:•.'i..,i:',: „.,! --....._- 1---_____ .z i 0 ...- -----_____ .. . ,. �. ,. ..,,, 1 . _ s p_ ° h ' _ . \\\ • LT' . 00:00t ° ° Fla Z k til jr o 7.:..,. mai 111111 1 \ 7, I .!,,T6.1"..,.......„ fe :,,,,:::]t; 1 ,,:,,,. ?„:...,, .. , iii .), :,,: 04,401* -'1 '''' .'-.- i a, ,, 0 k a ,--7.,.! \\ • 4 1,\NI. Oed -,!,.1.,„:,14,• .i: m , • job €� °ill .€ E .0 0` l'f.:::=?., -� 1 or' l�;4 ��_ � _j Itis? • as -: \ \Id - Mir \\ \\ - � � �� 1 IL El r. \ \ pi ry ;::::.:::;:::,:::?...,..:,..:,::;::: ::.,. ....::;,.;.,...: Iii., 3 F PI U :h- II 14o , ..4:10.,4:**,.. ..7414....,6,:!,:::... :?:.. .::,:..,„-......,„,::,:„if::,,,:„.,.,„..,„...,,,....,. .„:,.,., 000�oaaa;�;ti 4, \ \ , O 1 .4/ I I S a O \ II 1 f q 0 1 . I 1 1 \\ \\ ^ 1 I I 1 \\ \\1 1 1 1 \ \ 1 I 1 1 1 I1\\ . 1 1 1 I 1 1 Ilk° O I \ I1 \ \ \__ 1 City of Orono ORONO Copy oNo Hardcover Calculation Worksheet 1..f ' z.>� Property Address: /0 (0 To,✓k4 L.4 A �4a (wit rf-A .r7x e a ? /,iaiors) ' s •" Prepared by: CAa.ve ERG 4 417aC/A r -J',//X Date: /, 2 / /'/ //-6-♦Y Stormwater Quality Overlay District Tier: (Circle one) OM Tier 2 Tier 3 Tier 4 Tier 5 Step 2(PROPOSEIPiARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Total Hardcover Item(Describe) Length x Width Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A Ex/rv/,v cz /✓ae-tf t e ec ex r.1 .rrca,d 4/9 2S S.F. B ., i9L.4('t<r0,0 /JR/✓E 274,0 S.F. C Aft o,earf'O Ix/r/Eu/A'f 3 876 S.F. D Ma,pr-d i‘s.t r/0 /S( o S.F. E I.ec/arre r7-4/it_i- /62 S.F. F Ex/Tr/ ///L44k /0 S.F. G /# A/c ,d•/I 9 S.F. H ii w,rek priAolve tii ride OFNt'1Jf J'8 S.F. I /' Srr.t 8 S.F. J f/R aPofro R r TA.4v.14rC f.r/d LGS /35 S.F. K Ex/!r`/,/ 1.41.4 LL 2 9 S.F. L 4'c',rnrtca lfor TciB /yy S.F. M e„, , r.,:,r; . . :,-4•rk r c ,,; — _ SG S.F. N /JD/mFSO [.14r_e y$ S.F. O ./ i, iy S.F. P ,o,t pyi0Fra !.c/ick C0/ S.F. Q Ex/pr/.-C F/Ar P/r- /y/ S.F. R " c'o A.-c. % ' G 4 KF d F rk 7 o S.F. S e' 44 f«' 1 ('ek /0 0 S.F. T PROPO SF!! 414 c!( /25 S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover /Y.•75 S.F. Excludable Hardcover(See City Code Sec 78-1684): ..T //e _i/o1'61 .eir2,.t.,wit,r 14,44.4f _ /3.5 S.F. /1 C'k 'tr;;i-r; AV.',t4.,r: LG•.Ict --- 5''� F.- 4J tetiofc./ t,.si I,c. — S.F. o - , /, __Ly S.F. _S F. Total Excludable Hardcover _—_ 1S- S (3) Net Proposed Hardcover [Subtract line(2)from line(1)] ,Y /31j2 `? S.F. (4) Total Lot Area 6 9_o S.F. Proposed Hardcover Percentage ((3)+(4)] 22.57 % January 8,2013 *Vet r4 `; aV. ,„0. Melanie Curtis From: Melanie Curtis Sent: Tuesday, October 28, 2014 3:31 PM To: 'ekalin@olypools.com' Cc: 'Rick Carlson'; Christine Mattson; 'dielanllc@gmail.com'; 'nick@reengineerdinc.com' Subject: 1060 Tonkawa Rd/#2014-01222 Eric I received the survey and hardcover calcs today for the Spa Permit for 1060 Tonkawa Rd (#2014-01222). Upon review it appears that I need some clarification, specifically there are a number of"proposed"features such as patios, driveways, decks and sidewalks which require either Zoning Permits or Building Permits; also the proposed grading should be shown on the submitted survey. If the features labeled proposed are not to be constructed at this time the survey should be corrected to reflect only what will be built. A $2500 escrow will be required with these projects. The escrow agreement can be found here the homeowner must sign the escrow agreement. Additionally, verification of compliance with the MCWD's permitting requirements is required prior to issuance of City permits. Link to permit applications: Zoning / Building Please provide the requested information and clarification so the plan review can continue. Thanks -Melanie Melanie Curtis Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisAci.orono.mn.us Website: www.ci.orono.mn.us 1 Melanie Curtis From: Eric Kalin [ekalin@olypools.com] Sent: Friday, October 31, 2014 8:11 AM To: Melanie Curtis Subject: RE: 1060 Tonkawa Rd/#2014-01222 Thanks Melanie- ! know Rick is working on these items. Eric Kalin Olympic Pools 952-224-2200 x 1 www.olypools.com °J\)1()6 G 4-01222 '\� Eric \� G I received the surveyand hardcover calcs todayfor the S . -eview it P appears that I need some clarification, specifically there are ways, V' decks and sidewalks which require either Zoning Permits or b ) gown on the submitted survey. If the features labeled proposed are i �./ corrected to reflect only what will be built. --7U1\1\1t"I\I A $2500 escrow will be required with these projects. The escrow a, ..r must sign the escrow agreement. Additionally, verification of compliance with the MCWD's permitting req, ..or to issuance of City permits. Link to permit applications: Zoning / Building Please provide the requested information and clarification so the plan review can continue. Thanks -Melanie Melanie Curtis Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisa.ci.orono.mn.us Website: www.ci.orono.mn.us 1 Melanie Curtis From: Melanie Curtis Sent: Friday, March 06, 2015 10:05 AM To: 'Rick Carlson' Cc: Mark Gronberg Subject: FW: #2014-01310 for 1060 Tonkawa Rd Attachments: 1060 Tonkawa Road; Escrow Agreement 2014-01222.pdf Rick Please see Adam's comments below. Lyle is taking a quick look at the spa plan and I will prepare the permits for issuance today. Please have the property owner sign the attached escrow agreement; the escrow was paid in November. Also, regarding his comment about erosion control, I remember discussing a silt fence issue with you... Please provide a copy of the MCWD erosion control permit for the property for the permit file. Melanie Curtis 952.249.4627 >mcurtisCa�ci.orono.mn.us From: Adam Edwards Sent: Thursday, March 05, 2015 4:49 PM To: Melanie Curtis Cc: Christine Mattson Subject: RE: #2014-01310 for 1060 Tonkawa Rd Melanie, I have reviewed the subject Survey and offer the following comments. 1. The Survey does not depict any construction erosion control measures. A silt fence or other appropriate erosion control mechanism should be planned for and must be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Otherwise the issues raised in Bob's comments of November appear to have been addressed. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952) 249-4661 aedwards@ci.orono.mn.us From: Melanie Curtis Sent: Wednesday, March 04, 2015 2:54 PM To: Adam Edwards 1 Melanie Curtis From: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, November 11, 2014 10:47 AM To: Melanie Curtis Cc: Andrew Mack; David P. Martini; Brian Simmons Subject: 1060 Tonkawa Road Melanie, I have completed review of the Building Permit application package for 1060 Tonkawa Road. Following are my comments for City consideration: 1. Silt fence should be indicated on the plan down gradient from all proposed work to prevent sediment migrating off-site. The silt fence should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. The plans are unclear regarding what is being proposed for retaining walls. Top of wall and bottom of wall elevations should be indicated on the plan at key locations. Retaining walls 4'or greater in height must be r designed by a licensed professional, and plans should be submitted to the City for review and approval prior to any land disturbing activities. 3. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re- establishment if the applicant is unable to follow through with the conditions of approval. 4. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane,Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com i Christine Mattson From: Christine Mattson Sent: Thursday,June 14, 2018 10:01 AM To: 'rick@waterstreethomes.com' Cc: 'dielanllc@gmail.com'; 'Mark Gronberg'; 'ekalin@olypools.com' Subject: RE: 1060 Tonkawa Road/#2014-01222 Good Morning Rick, Please call me at your earliest convenience so we can discuss the outstanding items at 1060 Tonkawa Road. 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) '1? 952.249.4620 8 952.249.4616 Q9 cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May 21 through Friday,August 31,2018) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Wednesday,July 4, 2018 From: Christine Mattson Sent:Thursday, October 19, 2017 10:17 AM To: 'rick@waterstreethomes.com' <rick@waterstreethomes.com> Cc: 'dielanllc@gmail.com'<dielanllc@gmail.com>; 'Mark Gronberg' <markg@gronbergassoc.com>; 'ekalin@olypools.com' <ekalin@olypools.com> Subject: RE: 1060 Tonkawa Road/#2014-01222 Good Morning, Please submit an updated as-built survey and hardcover calculations addressing our engineer's comments below. 1. The survey does not meet our survey standards. Top and bottom of wall elevations must be shown for all retaining walls. 2. The approved grading plan for the proposed project included a proposed swale on the south side of the property. The as-built survey does not show a swale and the grading as constructed appears to direct water onto the neighboring property. Was the swale installed? Was there another mechanism installed to keep water from running onto the neighboring property? Please clarify. 1 • 3. The approved survey showed an existing fire pit within the 75' zone. The as-built survey does not show a fire pit. Was this removed? Please clarify. Please address the above and submit an updated as-built survey for our review so we can close out all open permits and refund the escrow money currently held by the City. Don't hesitate to contact me with any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono 1 MN ( 55356 (physical address) PO Box 66 Crystal Bay I MN € 55323-0066 (mailing address) 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: November 10, 2017 From: Christine Mattson Sent:Thursday, March 02, 2017 11:14 AM To: 'rick@waterstreethomes.com' <rick@waterstreethomes.com> Cc: 'dielanllc@gmail.com' <dielanllc@gmail.com>; 'Mark Gronberg' <markg@gronbergassoc.com>; 'ekalin@olypools.com'<ekalin@olypools.com> Subject: RE: 1060 Tonkawa Road/#2014-01222 Rick, I'm following up on open permits and see we are still waiting for an updated as-built survey to be submitted for 1060 Tonkawa Road. Please submit an updated as-built survey so we can continue our review, close out the open permit and refund the escrow money. Please don't hesitate to contact me 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 I MN 155323-0066 (mailing address) it 952.249.4620 ! 8 952.249.4616 cmattson@ci.orono.mn.us I ® www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 From:Christine Mattson Sent:Thursday,June 02, 2016 1:51 PM To: 'rick@waterstreethomes.com' <rick@waterstreethomes.com> Cc: 'dielanllc@gmail.com'<dielanllc@gmail.com>; 'Mark Gronberg' <markg@gronbergassoc.com>; 'ekalin@olypools.com'<ekalin@olypools.com> Subject: 1060 Tonkawa Road/#2014-01222 Rick, We received an as-built survey dated 5-19-2016 for the property addressed 1060 Tonkawa Road. There are many features shown on the as-built survey, i.e. new walls, paver walks, etc. which were not on the approved plan. For all future projects, all exterior changes/improvements must be approved prior to construction by submitting a separate zoning permit application. Our engineer has reviewed the as-built survey and has the following comments: 1. The survey does not meet our survey standards. Top and bottom of wall elevations must be shown for all retaining walls. 2. The approved grading plan for the proposed project included a proposed swale on the south side of the property. The as-built survey does not show a swale and the grading as constructed appears to direct water onto the neighboring property. Was the swale installed? Was there another mechanism installed to keep water from running onto the neighboring property? Please clarify. 3. The approved survey showed an existing fire pit within the 75' zone. The as-built survey does not show a fire pit. Was this removed? Please clarify. Please address the above and submit an updated as-built survey for our review. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway i Orono I MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) Si 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 30, 2016 3 Christine Mattson From: Christine Mattson Sent: Thursday, October 19, 2017 10:17 AM To: 'rick@waterstreethomes.com' Cc: 'dielanllc@gmail.com'; 'Mark Gronberg'; 'ekalin@olypools.com' Subject: RE: 1060 Tonkawa Road/#2014-01222 Good Morning, Please submit an updated as-built survey and hardcover calculations addressing our engineer's comments below. 1. The survey does not meet our survey standards. Top and bottom of wall elevations must be shown for all retaining walls. 2. The approved grading plan for the proposed project included a proposed swale on the south side of the property. The as-built survey does not show a swale and the grading as constructed appears to direct water onto the neighboring property. Was the swale installed? Was there another mechanism installed to keep water from running onto the neighboring property? Please clarify. 3. The approved survey showed an existing fire pit within the 75' zone. The as-built survey does not show a fire pit. Was this removed? Please clarify. Please address the above and submit an updated as-built survey for our review so we can close out all open permits and refund the escrow money currently held by the City. Don't hesitate to contact me with any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 1 55356(physical address) PO Box 66 Crystal Bay i MN 55323-0066 (mailing address) it 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: November 10, 2017 From: Christine Mattson Sent:Thursday, March 02, 2017 11:14 AM To: 'rick@waterstreethomes.com' <rick@waterstreethomes.com> Cc: 'dielanllc@gmail.com' <dielanllc@gmail.com>; 'Mark Gronberg' <markg@gronbergassoc.com>; 'ekalin@olypools.com'<ekalin@olypools.com> Subject: RE: 1060 Tonkawa Road/#2014-01222 Rick, I'm following up on open permits and see we are still waiting for an updated as-built survey to be submitted for 1060 Tonkawa Road. Please submit an updated as-built survey so we can continue our review, close out the open permit and refund the escrow money. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 1 Orono MN 55356 (physical address) PO Box 66 € Crystal Bay i MN 1 55323-0066 (mailing address) tit 952.249.4620 I 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:Thursday,June 02, 2016 1:51 PM To: 'rick@waterstreethomes.com' <rick@waterstreethomes.com> Cc: 'dielanllc@gmail.com' <dielanllc@gmail.com>; 'Mark Gronberg' <markg@gronbergassoc.com>; 'ekalin@olypools.com'<ekalin@olypools.com> Subject: 1060 Tonkawa Road/#2014-01222 Rick, We received an as-built survey dated 5-19-2016 for the property addressed 1060 Tonkawa Road. There are many features shown on the as-built survey, i.e. new walls, paver walks, etc. which were not on the approved plan. For all future projects, all exterior changes/improvements must be approved prior to construction by submitting a separate zoning permit application. Our engineer has reviewed the as-built survey and has the following comments: 1. The survey does not meet our survey standards. Top and bottom of wall elevations must be shown for all retaining walls. 2. The approved grading plan for the proposed project included a proposed swale on the south side of the property. The as-built survey does not show a swale and the grading as constructed appears to direct water onto the neighboring property. Was the swale installed? Was there another mechanism installed to keep water from running onto the neighboring property? Please clarify. 3. The approved survey showed an existing fire pit within the 75' zone. The as-built survey does not show a fire pit. Was this removed? Please clarify. Please address the above and submit an updated as-built survey for our review. Christine Mattson Planning Assistant City of Orono 2 2750 Kelley Parkway I Orono I MN 55356 (physical address) PO Box 66 Crystal Bay MN 155323-0066 (mailing address) S' 952.249.4620 I g 952.249.4616 Ilcmattson@ci.orono.mn.us I www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 30, 2016 3 Christine Mattson From: Adam Edwards Sent: Friday, May 27, 2016 3:43 PM To: Christine Mattson Subject: RE: Tonkawa Road/#2014-01222 (spa) &2014-01310 (walls and patio) Chris, I've reviewed the subject as-built and offer the following comments: 1. The survey does not comply with City Standards. Top and bottom of retaining walls must be shown. I did find a permit for a 4ft+retaining wall but did not see the design in the folder. 2. The approved plan called for a swale on the south side of the home in order to ensure run off did not intrude onto the neighboring property. The swale is not shown on the as-built. Inspector should conduct a site visit to confirm that an drainainge pattern ahs been established to ensure run off is not directed toward the neighboring home. Adam From:Christine Mattson Sent:Tuesday, May 24, 2016 3:09 PM To:Adam Edwards Subject: 1060 Tonkawa Road/#2014-01222 (spa) & 2014-01310(walls and patio) We received an as-built survey for 1060 Tonkawa Road. 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) St952.249.4620 g 952.249.4616 ® cmattson@ci.orono.mn.us I •-/3 www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 23,2016 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 30, 2016(Memorial Day) 1 RECEIVED City of Orono HAY 2 4 2016 otio, Hardcover Calculation Workshy of eRorvQ Pro ert Address: (,,� I p Y /0 S n TG,r.'k',t4vA 4 i` (tdATF4 J�'/e ' /�+` €�1 ,,-,4,,,,4' _`„, Prepared by: Date: G” .Lift:- ¢/1 �ocIAr f1/.d c. -d9- �� s Stormwater Quality Overlay District Tier: (Circle one) ERID Tier 2 Tier 3 Tier 4 Tier 5 Step 1:eXISTING HARDCOVE In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing 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 ISurvey Total Hardcover Item (Describe) Length x Width r (Square Feet) (Example) (Garage) _ (24'x 30') (720 S.F.) A ,f,/ .'f." ' f .f'7-0 ,e Y955 S.F. B ii?G4rw-rv,a 494/1./6-4.4.-V l65 / S.F. C AR ' g !'X! Fr.�.t y /765 S.F. D if f;,C;rz `/ r o C _ /Y 2 6 S.F. E 1.12/t 1.3‹ P .17Fel.5" '/ 9 2 S.F. F le/z..«R 7 S.F. G 44. : r'd.35' 3/ S.F. H Fl.cGILA(F d :kid .z,/...7 7, S.F. I c .'"c', , it ie:,;-;',Z , /rt:�",- — 6'"$ S.F. J w,•u.r d XV4e.aitr il/.„? S.F. K /.t/A f.L Yy S.F. L >! Q r Yfre 22e S.F. M "FT'4,,,,-,A G' ,41.01i Li. SC'' S.F. N ,CE'T,fr,trrat-.e /4C. Y.S.. r.. S.F._ O 6Te i� -.4,c :4 u P i Ai/EX kiA LK 570 S.F..I Q .17-zzGrF eem4E'(f y{ S.F. R CDjt'c. .f r 7 t AkE ® fEk 70 S.F. 1 S LAk'E 1 ECkc /tiO S.F. T __Ilvct' G�.a,t L.le fy' S.F. U it'rrd an6/rvG'Asa 1.4. S8 S.F. V i .rr,. ;f Acri,(0vt,4-C 444 I.f.. SO S.F. W J1'ErL ✓'r4/4 r GV)¢t,/ fr ve" r/1 E4/15 'ys S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover /y We' S.F. Excludable Hardcover(See City Code,Se'c 7'& -134}t_ S 444t.LP P+-rrtjac 0 A a- 75 '2at"( _ILL S.F M _ ..• /./ it $S S.F. iv .. .. yr ;F. D ii ". ,t _ 7.,2S.F. ..,r So S.F=J (2) Total Excludable Hardcover S.F. (3) Net Existing Hardcover [Subtract line(2)from line(11 /t12 2 ;.F, (4) Total Lot Area G/, 9 6o s.F. Existing Hardcover Percentage [(3)+(4) ] 22. 77 (Proposed Hardcover next page) January 8,2013 C /,/16f✓�e) /77:-F-67- / T/E-c/ 6d - /U/,( /G Ci CI OF ORONO 6-,—"s-Y--- CALLED IN DATE TIME INSPECTION N TICE SCHEDULED S/25/F)—.1 PERMIT NO. 1 If )Il. COMPLETED ADDRESS 4 d(Dt --r-N C - - 1251 OWNER TELEPH N NO. l c �` CONTRACTOR 1 u�lp I c, uo(S .____ .._ DESCRIPTION r ! nal � 4-Thf f z W ❑ FOOTING 0 DEMO-FINAL 1 0 SEPTIC FINAL 14.. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ COMPLAINT J FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 S ER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ PT IC INSTALL ^ Jl -.I 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO y COMMENTS: CC a C I e t.- L /� Vav 1404( • - /3 -i cc O , cc t or l( f ,„ y.0w.+..0 ►,44$' Ad. e4.6 /s 0 Lli CC — 4,46aorte, eGtOl Gov W." f✓'Ol VE40 Q zm Pe°04•C 4i'i .o /leti10,.t, 4//')-4 c- .of- W W as - b4 . s de've7 — cc 0 ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED �'❑ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. C r the next I ion 24 hours in advance. (952) 249-4600 Ow r/Contractor on s' a 4 Inspector. White Copy/Inspector's File Canary CopylSite Notice 6' 5 5e±' ... DAT TIME CITY OF ORONO CALLED IN . 1. INSPECTIONN,9IIC �f SCHEDULED %.5"--I5 ,-S if:3 0 PERMIT NO. kJ/ g.2 COMPLETED ADDRESS l OWNER •TEQNE NS - 3 .- Pgp CONTRACTOR aw, S vim�3:: DESCRIPTION ` C. � ea , '6�/0etk 1u ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING H ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 PROGRESS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 0 FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � — ( oy COMMENTS:CC �O L/ CCC D �/ r oakIPIVZ) � �""� 4a9-- /, S 5.. CC 4. 74 - 44) 1 /40 Zj/4-4 .7ke5:. W CCQ W Z W CC d W Q WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 •urs in adva `�'52) 249-4600 OwnerlContractor on site: Inspector. i� sp White Copyllnspector's File Canary CopylSite Notice 0;75 .4/ � /� TIME tQ�V\ CITY OF ORONO CALLED IN INSPECTION N;CE O/Z HEDULED /6..0 PERMIT N Baa` `/�% M (Jf`c PLETED ADDRESS �DM /��%y /1i - OWNER -., TEL,", E Nd /2Wa CONTRALTO-� ��j ' �� jab — a DESCRIPTION / ,6......4.4 - tr.::5 L f / {/ IN ❑ FOOTING 0 DEMO-FINAL • SEPTIC FINAL ti. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 PROGRESS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP LAJ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 0 FOUNDATION/REMOVAL 2• OWNERICONTRACTOR TO MEET YOU:_YES_NO ccl• COMMENTS: a Lk' roket v 4, ,a0I . cco / / o IL W CC12 W Z W GW 4Q2K..SATISFACTORY:PROCEED El PROJECT COMPLETE CCW El CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 13STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. : . - - : a - i. 24 hours in advance. (952) 249-4600 Owner , •ntractor on site - eli[ w Inspector. 1111 /r\,.- White Copy/Inspector's File Canary Copy/Site Notice C___\ S DATE TIME .1 CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED L-;)-2S•1 I S -a:74-C , r-\ PERMIT NO. . �'` JC COMPLETED ADDRESS \ CLc' C --1-4---h,1 *c'--�2,' �1---- OWNER ��c <-z---0--% TELEPHONE NO. CONTRACTOR L (_ , , (� �= `, c- � j DESCRIPTION '� c Yom- (t =' -� -. 3`1 .-- (.• <-''� t.0 ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL IL. ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING _• ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 PROGRESS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ElWATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 HARD COVER REMOVAL ✓ ,--,❑ DEMO-SITE 0 SEPTIC INSTALL 0 FOUNDATION/REMOVAL IL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: CC W Q. CC O CC u. W 091111:KTfroiirg.,,„____ cc „'CC i W Z W Cc 4 Ci W OAK SATISFACTORY:PROCEED El PROJECT COMPLETE CCW CI ORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (i BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2, hours i i - •, • °52) 249-4600 Owner/Contractor on site: ,/ / Inspector. 6.0e2-,GAIr White Copyllnspector's File Canary Copy/Site Notice 2014-- 012-22- 204- 01510 12.222+201'F © I510 MINNEHAHA CREEK r WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, The Minnehaha Creek maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant Watershed District is named below for use and development of land in the Minnehaha Creek committed to a leadership Watershed District. rote in protecting, Issued to: Dielan, LLC Permit No: 14-563 improving and managing the surface waters and Location: 1060 Tonkawa Road, Orono affiliated groundwater Purpose: Erosion Control- Single Family Home resources within the Date of Issuance: 3/19/2015 Date of Expiration: 3/19/2016 District,including their By Order of the Board of Managers relationships to the ecosystems of which Tom Dietrich they are an integral part. District Technician We achieve our mission This permit is not transferable without District approval, and is valid to the date of through regulation, expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the capital projects, permit must be received by the District at least 30 days before expiration. education,cooperative The applicant is responsible for compliance with all District Rules and for the endeavors,and other action of their representatives, contractors, and employees. programs based on Stipulations: Project to be completed as described in plans submitted to the MCWD office on November 13th, 2014 according to the provisions sound science, of this permit. innovative thinking,an • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized informed and engaged • When the site is re-stabilized and the MCWD staff has performed a final inspection, all silt fences must be removed constituency and the cost effective use of (Statement concerning fees for inspections, violations, etc... on following page) public funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345 •Office: (952)471-0590• Fax: (952)471-0682 •www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER - QUALITY OF LIFE Inspection/Analysis/Monitorings Fees The Minnehaha Creek A site inspection and monitoring by District staff will be performed where the activity involves: Watershed District is committed to a leadership • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if rote in protecting, within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland improving and managing • dredging within the beds, banks or shores of any protected water or wetland the surface waters and • a violation • any project which in the judgment of the District staff should be inspected due affiliated groundwater to project location, scope, or construction techniques resources within the District,including their In these cases, the applicant shall pay to the District a fee equal to the actual relationships to the costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, ecosystems of which which in the case of a violation shall be at least $35. they are an integral part. We achieve our mission Standard Fee Schedule through regulation, District professional staff $ 65.51* capital projects, District interns $ 40.35* education,cooperative District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate endeavors,and other Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate programs based on Application fee $ 10.00 sound science, Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time innovative thinking,an informed and engaged constituency,and the * Hourly cost effective use of public funds. 15320 Minnetonka Boulevard, Minnetonka, MN 55345 •Office: (952)471-0590• Fax: (952)471-0682•www.minnehahacreek.org Print Form t LI OW Form . WATER RESOURCE PERMIT APPLICATION FORM Use this form to notify/apply to the Minnehaha Creek Watershed District(MCWD)of a proposed project or work which may fall within their jurisdiction.Fill out this form completely and submit with your site plan,maps,etc.to the MCWD at: 15320 Minnetonka Blvd.Minnetonka,MN 55345. Keep a copy for your records. YOU MUST OBTAIN ALL REQUIRED AUTHORIZATIONS BEFORE BEGINNING WORK. 1.Name of each property owner: Dielan, LLC Mailing Address: 1060 Tonkawa Road City: Orono State: MN Zip: 55356 Email Address: dielanllc@gmail.com Phone: 612-518-1015 Fax: 2. Property Owner Representative Information (not required) (licensed contractor, architect, engineer, etc...) Business Name: Water Street Homes, LLC Representative Name: Rick Carlson Business Address: 1161 Wayzata Blvd. E. #208 City: Wayzata State: MN Zip: 55391 Email Address: rick@waterstreethomes.com Phone: 612-850-4002 Fax: 3. Project Address: 1060 Tonkawa Road City: Orono State: MN Zip: 55356 Qtr Section(s): Section(s): Township(s): Range(s): Lot: 1 Block: 1 Subdivision: Ryanwood PID: 4. Size of project parcel (square feet or acres): 61,960 Area of disturbance (square feet): 6,000 Volume of excavation/fill (cubic yards):30 Area of existing impervious surface: 8,526 Area of proposed impervious surface: 13,922 Length of shoreline affected (feet): 141' Waterbody(& bay if applicable): Maxwell Bay, Lake Mtka 5. Type of permit being applied for(Check all that apply): 121 EROSION CONTROL 0 WATERBODY CROSSINGS/STRUCTURES 0 FLOODPLAIN ALTERATION 0 STORMWATER MANAGEMENT 0 WETLAND PROTECTION 0 APPROPRIATIONS O DREDGING 0 ILLICIT DISCHARGE O SHORELINE/STREAMBANK STABILIZATION 6. Project purpose (Check all that apply): O SINGLE FAMILY HOME 0 MULTI FAMILY RESIDENTIAL(apartments) 0 ROAD CONSTRUCTION 0 COMMERCIAL or INSTITUTIONAL O UTILITIES 0 SUBDIVISIONS (include number of lots) ❑ DREDGING E LANDSCAPING(pools, berms, etc.) O SHORELINE/STREAMBANK STABILIZATION ❑ OTHER(DESCRIBE): 7. NPDES/SDS General Stormwater Permit Number(if applicable): 8. Waterbody receiving runoff from site:Lake Minnetonka 9. Project Timeline: Start Date: November 2014 Completion Date:June 2015 Permits have been applied for: City 0 County 0 MN Pollution Control Agency 0 DNR 0 COE El Permits have been received: City EI County—1:3 MN Pollution Control Agency DNR—D COE—El By signing below,I hereby request a permit to authorize the activities described herein.I certify that I am familiar with MCWD Rules and that the proposed activity will be conducted in compliance with these Rules.I am familiar with the information contained in this application and,to the best of my knowledge and belief, all information is true,complete and accurate. I understand that proceeding with work before all required authorizations are obtained may be subject to federal, state and/or local administrative, civiland/ cri ' al penalties. /,/.Z Signature of Eac roperty Owner5at _ r uv X01 , . . _ = SS •- . . '' I.' ' ' \:„ k '• . - ' „• .:-3;. ,,- ,.,.. ', .. 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It does not purport to show any other improvements or \ / \\ / encroactments. \.d / •Iron marker found,,__