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Permits - Permit# 25SP-00086 - 4317 Channel Road - 10/23/2025-r" I City of Spring Park I Deck/Porch (Residential) SPRING PARK )n &ziy.3firetreton6i 4349 Warren Ave, Spring Park, MN 55384 Phone:(952) 471-9051 Fax: (952) 471-9160 For Inspections: (952) 442-7520 25SP-00086 Date Issued: 10/23/2025 Property Owner: PATRICK BERRY & HANNAH BERRY Expiration Date: 04/21/2026 Mailing Address: 4317 CHANNEL RD Job Site Address: 4317 CHANNEL RD, SPRING PARK, MN 55384 SPRING PARK, MN 55384 Category: Residential Miscellaneous Phone: Permit Type: Deck/Porch (Residential) Email: Valuation: $30,000.00 Description of Work: Removing existing wood deck and replacing it with composite deck on the same foot print. Subdivision: SUBDIVISION OF LOT 1 SKARP & Required Setbacks: LINDQUIST'S ROSE HILL Parcel ID: 19-117-23-12-0033 Filing: Actual Setbacks: Lot: 3 Block: Total Sq Ft: Contractors: Fee Items Amount Primary NORLING'S LAKE MTKA LANDSCAPES State Surcharge $ 15.00 Building (952) 471-0255 NORLING'S LAKE MTKA LANDSCAPES (952) 471-0255 Residential Building Permit Contractor License Look -up $ 574.50 $ 5.00 Residential Plan Review $ 373.43 Total Fees: $ 967.93 NOTICE Signature of Applicant/Date Building Department Signature/Date 10/23/2025 MUST BE POSTED ON JOB SITE INSPECTION CARD City of Spring Park SPRING PARK OnGakeMinnetonka 4349 Warren Ave, Spring Park, MN 55384 POST THIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. Deck/Porch PERMIT NO.: 25SP-00086 PERMIT TYPE: (Residential) ISSUED DATE: 10/23/2025 EXPIRATION DATE: 04/21/2026 19-117-23- PROJECT ADDRESS: 4317 CHANNEL RD, SPRING PARK, MN 55384 PARCEL NO.: 12-0033 OWNER: PATRICK BERRY & HANNAH BERRY OWNER PHONE: NORLING'S LAKE MTKA CONTRACTOR: LANDSCAPES CONTRACTOR PHONE: (952) 471-0255 Norlings Lake Mtka Landscapes - APPLICANT: Megan APPLICANT PHONE: (952) 471-0255 DESCRIPTION OF WORK: Removing existing wood deck and replacing it with composite deck on the same foot print. CONSTRUCTION TYPE: OCCUPANTLOAD: DATE INSPECTION INSP PASSED COMMENTS INSPECTION Footings Framing Building Final Fire Approval: Date. Engineering Approval: PW Approval: Date. Other To request an inspection: (952) 442-7520 DATE INSP PASSED Date: Date: COMMENTS Page 1 of 1 G PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Project Name: Date: 10/21/2025 Approval Status: Approved with Comments Jurisdiction: City of Spring Park Construction Type: ID: 25SP-00086 Applicant Name: Norlings Lake Mtka Landscapes - Megan Applicant Phone: (952) 471-0255 Applicant Email: megan@norlings.net Jobsite: 4317 CHANNEL RD Code: 2020 1309, Minnesota Residential Code Reviewed: Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this project. Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from these documents and/or additional information shall be submitted to the Department of Building Safety for code compliance review and approval. Written response of approval must be on site prior to implementation of such changes. The following information is related to the submitted plans/scope or as general information regarding code compliance. Compliance with the stated requirements will be verified during the construction process. All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 during regular business hours. If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or email at codereview@mnspect.com. Kevin Kamerud Plans Examiner (952) 442-7520 kkamerud@safebuilt.com 4317 CHANNEL RD Page 1 City of Spring Park 1i 4349 Warren Ave Spring Park, MN 55384 -� Phone (952) 471-9051 PARK Fax (952) 471-9160 ;I I i ruIct on Plan Specific Items: Building: Approved with Comments - Kevin Kamerud, kkamerud@safebuilt.com General Requirements: MN Residential Code: 1. Approved corrosion -resistant flashing shall be applied shingle -fashion in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at all the following locations: (MN Rule 1309. R703.4) i. Continuously above all projecting ledger boards. ii. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. 2. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom of the landing or stairway. (MN Rule.1309 303.8) 3. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2- percent). (MN Rule 1309.R311.3) 4. Exterior landings, decks, balconies, stairs, and similar facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces or be designed to be self-supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. (MN Rule 1309.R311.5) 5. Stairways shall not be less than 36 inches in clear width at all points above the permitted hand -rail height and below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the stairway. (MN Rule 1309.R311.7.1.2) 6. A flight of stairs shall not have a vertical rise larger than 151 inches between floor levels or landings. (MN Rule 1309.R311.7.3) 7. Handrails shall be provided on at least one side of each flight with four or more risers. Handrails to comply with MRC R311.7.8 for mounting height, continuity, and grip -size. (MN Rule 1309. R311.7.8) 8. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. (MN Rule 1309.R311.7.8.1) 9. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inch between the wall and the handrails. (MN Rule 1309.R311.7.8.3) 10. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. (MN Rule 1309.R311.7.8.4) 11. The maximum riser height shall be 7-3/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Open risers are permitted provided that the opening between treads on risers located more than 30" above the floor do not permit the passage of a 4-inch-diameter sphere. (MN Rule 1309.R311.7.5.1) 12. The minimum tread depth shall be 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest 4317 CHANNEL RD Page 2 ING PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (MN Rule 1309. R311.7.5.2) 13. Guards shall be located along the open sides of floors, stairs, ramps, and landings that are located more than 30 inches measured vertically to the floor or grade below. Insect screening shall not be considered as a guard. (MN Rule 1309.R312.1.1) 14. Required guards at open -sided walking surfaces, including stairs, porches, balconies, or landings, shall be not less than 36 inches high measured vertically above the adjacent walking surface, or the line connecting the leading edges of the treads. (MN Rule 1309. R312.1.2) i. Exceptions: a. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. b. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not be less than 34 inches and not more than 38 inches measured vertically from a line connecting the leading edges of the treads. 15. Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches in diameter. (MN Rule 1309.R312.1.3) i. Exceptions: a. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter. b. Guards on the open side of stairs shall not have openings which allow passage of a sphere 4-3/8 inches in diameter. 16. Plastic composite exterior guards shall comply with the requirements of Section R507.2.2 and ASTM D7032. (MN Rule 1309.R507.2.2) 17. The ends of beams shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of bearing on concrete or masonry for the entire width of the beam. Where multiple -span beams bear on intermediate posts, each ply must have full bearing on the post in accordance with Figures R507.5.1(1) and R507.5.1(2). (MN Rule 1309.R507.5.1) 18. Deck beams shall be attached to supports in a manner capable of transferring vertical loads and resisting horizontal displacement. Deck beam connections to wood posts shall be in accordance with Figures R507.5.1(1) and R507.5.1(2). Manufactured post -to -beam connectors shall be sized for the post and beam sizes. Bolts shall have washers under the head and nut. (MN Rule 1309. R507.5.2) 19. The ends of joists shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of bearing on concrete or masonry over its entire width. Joists bearing on top of a multiple -ply beam or ledger shall be fastened in accordance with Table R602.3(1). Joists bearing on top of a single -ply beam or ledger shall be attached by a mechanical connector. Joist framing into the side of a beam or ledger board shall be supported by approved joist hangers. (MN rule 1309.R507.6.1) 20. Joist ends and bearing locations shall be provided with lateral resistance to prevent rotation. Where lateral restraint is provided by joist hangers or blocking between joists, their depth shall equal not less than 60 percent of the joist depth. Where lateral restraint is provided by rim joists, they shall be secured to the end of each joist with at least three 10d (3-inch by 0.128-inch) nails or three No. 10 x 3-inch long wood screws. (MN Rule 1309.R507.6.2) 21. Deck ledgers shall be a minimum 2-inch by 8-inch nominal, pressure -preservative -treated Southern pine, incised pressure -preservative -treated hem -fir, or approved, naturally durable, # 2 grade or better lumber. Deck ledgers shall not support concentrated loads from beams or girders. Deck ledgers shall not be supported on stone or masonry veneer. (MN Rule 1309.R507.9.1.1) 4317 CHANNEL RD Page 3 low— City of Spring Park �1\ 4349 Warren Ave Spring Park, MN 55384 SPRING PARK Phone (952) 471-9051 Fax (952) 471-9160 Ott Lnhc atrrrnctorr it 22. Band joists supporting a ledger shall be a minimum 2-inch-nominal, solid -sawn, spruce -pine -fir or better lumber or a minimum 1-inch by 9-1/2-inch (25 mm " 241 mm) dimensional, Douglas fir or better, laminated veneer lumber. Band joists shall bear fully on the primary structure capable of supporting all required loads. (MN Rule 1309.507.9.1.2) 23. Fasteners used in deck ledger connections in accordance with Table R507.9.1.3(1) shall be hot -dipped galvanized or stainless steel and shall be installed in accordance with Table R507.9.1.3(2) and Figures R507.9.1.3(1) and R507.9.1.3(2). (MN Rule 1309.R507.9.1.3) 24. Alternate framing configurations supporting a ledger constructed to meet the load requirements of Section R301.5 shall be permitted. (MN Rule 1309.R507.9.1.4) 25. Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground. Where the lateral load connection is provided in accordance with Figure R507.9.2(1), hold-down tension devices shall be installed in not less than two locations per deck, within 24 inches of each end of the deck. Each device shall have an allowable stress design capacity of not less than 1,500 pounds. Where the lateral load connections are provided in accordance with Figure R507.9.2(2), the hold-down tension devices shall be installed in not less than four locations per deck, and each device shall have an allowable stress design capacity of not less than 750 pounds. (MN rule 1309.R507.9.2) 26. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole, or other sign or means shall be used to identify the structure. Address identification shall be maintained. (MN Rule 1309.R319.1) MN Special Provisions: 1. Minimum footing depth in zone I is 42 inches. (MN Rule 1303.1600 Subpart 1) 4317 CHANNEL RD Page 4 The field copy of these plans must be kept on -site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. Deck footings require inspection after excavation of all footings is complete but prior to placing any concrete. Minimum concrete compressive strength of 2500psi required. Composite decking often has reduced span ratings, especially when used as stair treads. Maximum spans of composite decking shall not exceed spans specified in manufacturers installation instructions. Instructions to be available on -site at final inspection. Approved lateral load connections are required at connection of deck to house. BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002 or 800-252-1166 hftp://Www.gopherstateonecall.org/ In accordance with Minnesota law, you must wait 48 hours (excluding weekends and holidays) after youve submitted your dig information to begin your digging project. Electrical All electrical must be approved by local Electrical Inspector. For electrical permit inquiries please contact the City of Spring Park Electrical Inspector. Dave Hucky (952) 442-7520 Deck Ledger to be positively bolted to structure following the requirements of Table R507.9.1.3(1) and Table R507.9.1.3(2) All fasteners shall be hot dipped galvanized or stainless steel and shall be installed in accordance with Figures R507.9.1.3(1) and R507.9.1.3(2) Install corrosion resistance flashing above all ledgers and seal sides and bottom with approved sealants. If using alternate fasteners provide manufacturer's specifications to inspector at time of framing inspection. REFER TO APPROVAL LETTER FOR ADDITONAL COMMENTS AND REQUIREMENTS Reviewed for Code Compliance Manufacturer's Installation Instructions Shall Be Followed And Available To The Field Inspector At Time Of Inspection. This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end -use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. By: XeuinKameruc' Type of Construction: Not Applicable Date: 10/21/2025 Occupancy Classification: IRC-1 Single Family Dwelling Permit #: 25SP-00086 Code Edition: 2020 MN Residential Code SUPPLEMENT to Deck Permit Application (MUST be included when applying for permit) 1. Primary Structure Floor system: Cffsawn lumber ❑ Engineered Lumber ❑ I -Joist ❑ Engineered Truss 2. Primary Structure Rim: 5Q Sawn Lumber ❑ Engineered Lumber Size air 10 ❑ N/A 3. Ledger Attachment will follow: IXMN Building Code ❑ SBCA ❑ Other 4. If "Other" will be used for ledger attachment, please specify: ❑ Engineering - Provide site specific engineering stamped by a Minnesota licensed engineer. ❑ Alternate Method — Provide all details and documentation. (Must be a research report based on practical scientific research -literature review, testing, analysis, etc.) 5. Ledger Attachment fastener: ❑ Lag Bolt ❑ Thru Bolt Other I-e&,-jw lot rr Q_ Bolt diameter Bolt Length Bolt pattern 0+Cm a &9! M1 Wrn �— 6. Identify any rim/ledger penetrations: rr �r 7. Footing Diameter: 10", Depth: 8. Size of posts:_ 9. Size of beams:_ A �4 L O Number of plys: of 10. Cantilever on beams: 11. Size of joists: '-�? K to Spacing: 12. Cantilever on joists: Ae< 13. Species of framing lumber (please check one): ❑ Southern Yellow Pine ❑ Ponderosa Pine 41 Spruce Pine Fir ❑ Hemlock Fir ❑ Douglas Fir ❑l Cedar 14. Dimensions of decking: ) Xb Material: I1-ZeK l"nDaj f f 15. If using composite decking materials, please indicate the manufacturer and specific series of decking: RZ fI< A dvuncmet Ji n �qoe 11 16. Orientation of decking to framin�jmembers: KPerpendicular ❑ 45` 17. Maximum Height of deck: V �r _ Minimum height of deck: Ac:� zr _ 18. Height of Guardrail: 3 0" Spacing of spindles: < V Length of guardrail: rr it rr 19. Stairs Rise and Run % / 1 Total rise of stairs: a b 20. Height of handrail: NOW 21. 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(YES©, continue with line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb Z6 sq ft of interior painted surfaces or a20 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NOOline 3) 3) Are there any windows being replaced? (YES ❑, go to line 4, NO©continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES ❑ , you MUST Attach Certification Information, NO ❑ complete line 5) 5) EPA Contractor Certification Number: NAT - PROPERTY OWNER: Pat Berry Address:4317 Channel Road ci :Spring Park State: MN zi :55384 Email. Contact Name: Megan Biersach Phone:952-471-0255 CONTRACTOR: Norlings Lake MTKA Landscapes Address:4316 Shoreline Drive city: Spring Park State: MN zip 55384 Phone: Fax: Contractor License No: BC708069 Contact Name: Megan Phone: 952-471-0255 Email:megan@norlin.qs.net ARCHITECT: Address: City: State: MN z'p Phone: Fax. Email: Contact Name: Phone: TYPE OF WORK: ❑New Construction pDeck ❑Re -Roof ❑Commercial (BResidenlial ❑Change of Use ❑Pool ❑Re -Side EST. VALUATION OF WORK ❑Finish Basement ❑Retaining Wall OFence $ ❑Remodel __ ❑Porch Mined 5gft Square feet: ❑Addition ODemolilion ❑Window/Door Replacement ❑Garage-Attached/Detach ❑Plumbing -provide detail on Page 2 # being replaced Detailed Description of Work: OAccessory Structure OMechanical-provide detail on Page 2 ❑Mist Other 'Asti are removing the existing wood deck and replacing it with a composite deck on the same fool print. slonature Of Ihr. )Cft cation by the logal property owner Or a licensed i-niractor. as we ow.ters representative. is required and aulhonzes the 2onrr o isomenuater or dospn" and the urn orng official or dea.gnoc to enter upon the property to perform needed tnspecl,ons Entry m,ay be vethoui vitor noutn t hereby acknoviledgo that I have read this application and slate that aft informaildn .s we and cored so Me best Of my knowledge. I further agree that all work pedolmed will bo at accadanCe with approved plans, specifications and ccindrlions and to at -do by all ordinances of the k4unicipal.ry and the lain of the Sttite of Minnesota •egarding actions taken pursuant to this pnn.l I oeree to pay all plan review loos even It I choose not to proeeed with the work Perms expires when work is not corivnenced within 180 days from dale of perms, or 11 work is suspended abandoned, or not inspected for 180 days Work beyond the scope of this pearl, or work without a rmt or ms 4rn will be subject to a penalty SIGNATURE OF APPLICANT: Megan Biersach DATE:10/17/2025 PRINTED NAME: Megan Biersach This Is the signature of: ❑Owner or ElOwnef's Representative OCCUP. TYPE: CONST TYPE: CODE: BLDG SPRINKLED Yes / No VALUATION: $ Permit Fee: $ Park Dedication. $ Plan Review Fee: $ _ _ SAC Charge: $ State Surcharge: $ WAC Charge: $ Site Inspection Fee: $ _ _ Sewer Hook -Up: $ S.E.C. Fee: $ _ Water Hook -Up: $ Investigation Fee / Other Fee: $ Sewer Trunk: $ iCopy Charge ($.25 per 8.5x11 page) $ Water Trunk: $ O License Check ($5) / Lead Check ($5) $ Water Meter $ w SUB -TOTAL $ City Fee: $ Plumbing Fee (from Page 2) $ _-_ Other: $ v Mechanical Fee (from Page 2) $ _ TOTAL DUE: $ LL Special Conditions/Required Setbacks: O Building Approval By: DATE: 10 / 17 / 2 0 2 5 Printed Building Ap ro al By: evils Kamerud ❑ License Verification ❑ Lead Verification - Checked By City Approval By:AN DATE: I I] Paid�(� a ate: � eceipt No. �Q�so1A/ ey: CITY OF SPRING PARK ❑ MECHANICAL PERMIT ❑ PLUMBING PERMIT PAGE 2 FOR PERMIT ISSUANCE PAGE 1 and PAGE 2 should be complete MECHANICAL INFORMATION Mechanical Contractor: Address: City: State: Zip: Phone: Fax: State Bond No: JCGntact Name: Email: lContact Phone: Detailed Description of Work: Indicate type of project, fixtures, and Gas Lines you will be installing or replacing (include count for each type of fixture): MECHANICAL FIXTURES GAS LINES Quantity uantiQuantity Furnace Kitchen Fan Furnace Air Conditioning System Bath Fan Fireplace Air Exchanger Grill Unit Heater Fireplace Water Heater Unit Heater Grill In Floor Heat _ Dryer Gas Loq Stove ORree Use Only: ❑ Replacement (one fixture only, no piping or vent changes) Mechanical Permit Fee: $ ❑ Addition/Remodel Gas Line Permit Fee: $ ❑ New Construction State Surcharge: $ _1.00 ❑ Other Other: $ Total Mechanical Permit: $ PLUMBING INFORMATION Plumbing Contractor: Address: City: State: Zip: Phone: Fax: Plumbers License No: IState Bond No: Contact Name: lContact Phone: Email: Detailed Description of Work: Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture): PLUMBING FIXTURES Quantity Quantity Quantity Water Heater Shower Laundry Tub ❑Gas ❑Electric Dishwasher Rough -In Future Fixture Water Softener Clothes Washer Sump Lawn Sprinkler System Ice Maker Line Water Piping System Water Closet (Toilet) Hose Bib Floor Drain Lavatory (Wash Basin) Bathtub Office Use Onfy: ❑Replacement (one fixture only, no piping or vent changes) Plumbing Permit Fee: $ ❑AdditionlRemodel State Surcharge $ 1.00 ❑New Construction Other: $ ❑Other Total Plumbing Permit: $ M fj / RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952) 471-9051 25SP-00086 I Deck/Porch (Residential) Payment Amount: $967.93 SPRING PARK On Lake 3linnetonka Receipt Number: 496 October 23, 2025 Transaction Method Payer Cashier Reference Number Credit Card Norlings Lake Minnetonka Jamie Hoffman 6MSDWH Landscapes Comments Assessed Fee Items Fee items being paid by this payment Assessed Fee Item On Account Code Assessed Amount Paid Balance Due 10/21/25 Contractor License Look -up $5.00 $5.00 $0.00 10/21/25 State Surcharge $15.00 $15.00 $0.00 10/21/25 Residential Plan Review $373.43 $373.43 $0.00 10/21/25 Residential Building Permit $574.50 $574.50 $0.00 Totals: $967.93 $967.93 Previous Payments $0.00 Remaining Balance Due $0.00 Application Info Property Address Property Owner Property Owner Address Valuation 4317 CHANNEL RD PATRICK BERRY & HANNAH 4317 CHANNEL RD $30,000.00 SPRING PARK, MN 55384 BERRY SPRING PARK, MN 55384 Description of Work Removing existing wood deck and replacing it with composite deck on the same foot print. Jamie Hoffman From: Sent: To: Cc: Subject: payment2@thepaymentgroup.com Thursday, October 23, 2025 3:26 PM Jamie Hoffman payment@thepaymentgroup.com PAUL FEHR Permit Payment to Spring Park, MN - Permits & Licenses from TPG Dear Spring Park, MN - Permits & Licenses, PAUL FEHR has made a web Payment through The Payment Group for: Ir�'Aiil:�:lt �[tS3t1r:E1,t7-),I�:liu Date Paid: Thursday, 23 October 2025 15:26:15 CT Confirmation: Credit Card Number (last 4 digits): Credit Card Type: PAUL FEHR 6MSDWH 1759 Visa NORLING'S LAKE MINNETONKA SPRING PARK 25SP-00086 $967.93 LANDSCAPES PAUL FEHR can be reached at: 952-471-0255 or becky@norlings.net if there are any questions regarding this payment. Click here to login to your The Payment Group admin account Thank you once again for choosing The Payment Group! 1