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Permits - Permit# 25SP-00013 - 4453 Lafayette Lane - 4/9/2025L0JA Date issued: Expiration Date: ,gob Site Address: category: Permit Type: Valuation: City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 Phone:(952) 471-9051 Fax: (952) 471-9160 For Inspections: (952) 442-7520 04/09/2025 Property Owner: DENNIS & BEVERLY KELM 10/06/2025 Mailing Address: 4453 LAFAYETTE LA 4453 LAFAYETTE LANE, SPRING PARK, MN 55384 SPRING PARK, MN 55384 Residential Miscellaneous Phone: (612) 723-3278 Deck/Porch (Residential) Emaii: bkelm@k-nifecorp.com $35,000.00 DeckPP®rch ReaW ntiai 25SP-00013 Description of Work: Re -surface existing back deck & back h Subdivision: Parcel ID: 1811723340018 Filing: Lot: Block: Total Sq Ft: Contractors: deck. Add new cat walk connecting the new front Required Setbacks: Primary IRON RIVER CONSTRUCTION LLC (612) 88M886 lActual Setbacks: deck to back deck. Fee Items Amount State Surcharge $17 50 Residential Building Permit $ 638.25 Contractor License Look -up $ 5 00 Residential Plan Review $ 414.86 Total Fees: $ 1,075.61 NOTICE Signature of Applicant/Date Building Department Signature/Date 04/09/2025 MUST BE POSTED ON JOB SITE �' INSPECTION CARD SPRIN PARS City of Spring Park OnLakf3finneton�a 4349 Warren Ave, Spring Park, WIN 55384 POST THISiD ➢A SAFE CONSPICUOUS ON. AUTHORRyMAi➢D THE BUILDING IS APPROVED]) FOR PLEASE DO NOT REMOVE THIS NOTICE UNT1L ALL REQUIRED INSPECTIONS ARE MADE AID aIG OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE Jp8317E NED OFF BY THE APPROPRIATE FOR Deck/Porch PERMIT NO.: 25SP-00013 PERMIT TYPE: (Residential) ISSUED DATE: 04109/2025 EXPIRATION DATE. 10/06/2025 PROJECT ADDRESS: 4453 LAFAYETTE LANE, SPRING PARK, MN 55384 181172334D PARCEL NO.: 018 OWNER: DENNIS & BEVERLY KELM OWNER PHONE: (612) 723-3278 CONTRACTOR: IRON RIVER CONSTRUCTION LLC CONTRACTOR PHONE: (612) 889-0886 APPLICANT: Iron River Construction - Jeremy APPLICANT PHONE: (612) 889-0886 DESCRIPTION OF WORK: Re -surface existing back deck & back balcony deck. Add new cat walk connecting the new front entry deck to back deck. CONSTRUCTION TYPE: OCCUPANT LOAD: DATE DATE INSPECTION INSP PASSED COMMENTS Footings INSPECTION INSP PASSED COMMENTS Framing (mouse rim Framing verification prior to 1 installing Ledger) j Building Final Fire Approval: Date: Engineering Approval: PW Approval: Date: To request an inspection: (952) 442-752D Other ( Date: }: Date: Page 1 of 1 Fire Approval: Date: Engineering Approval: PW Approval: Date: To request an inspection: (952) 442-752D Other ( Date: }: Date: Page 1 of 1 } J Z O w Irl 7 w U IL IL O CITY OF SPRING PA—A-K 4349 Warren Avenue PAGE 1 ��BUILDING PERMIT Spring Park, MN 55384 ❑ Handout Given 25SP-00013 Phone: 952-471-9051 Fax: 952471-E)JII ❑ Lead Handout Given Routed to SA72buT SITE ADDRESS: 4453 Latavette Lane PID: 1) Was the home constructed before 1978? (YES 0, continue with line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb zfi sq ft of interior painted surfaces or a20 sq fI of exterior painted surfaces? (YES ❑ go ;o line 4. NO�IIne 3) 3) Are there any windows being replaced? (YES ❑, go to line 4, NO f lOfexterior continue without completing (YP'A Section) It) Has this home been Certified Lead Free? (YES ❑ , you MUST Attach Certification Information, NO Q complete line 5) i) EPA Cantractcr Certification Number: NAT - 44582-3 PROPERTY OWNER: Bev & Dennis Keim Address: 4453 Lafayette Lane I:i Spring Park State: MN zip: 55384 Emaii: bkelm@k-nifeCoro,Cam "ontact Narne. Bev Kelm Phone: 612-723-3278 CONTRACTOR: Iron River Construction Addrflss: 586 Bavaria rd ;ty Ch3SKa state -MN 7; n4n non ..r,.,,. Contractor License No: BC27127$ - - " - - I -ex: =mail: Jeremy@ironrivContact Name: Jeremy Phone 612-88 erco.com ARCHITECT: NA Address: 'i state. MN Zj Phone: -mail: Fax: YPE OF W Contact Name: Ph— ORK. ercial Residential ❑Commde ❑New Construction ❑Change of Use pDeck ❑P00I e. []Re -Roof EST. VALUATION OF WORK ❑Finish Basement ❑Retaining Well ❑Fence ']Fence - ❑Remodel ❑Porch ❑shed Square feet: ❑Addition ❑Demolition __ sq ft ❑Garage-Attached/Detach ❑Plumbin detail ❑Va'indowlDoorReplacement Jetallod Description of Work: Resurface ❑Access Structure 9 vrov'de on Page 2 ❑ detail cm deon Paget # being replaced existing back deck 8 back balcony ❑MISc Other dark, Add new cat walk connecting the rew front entry deck S back deck. �yp—Is or ins app ji lfon by the legal property orsner or a goenead conVecltr, es the otvneYa rapreaenlaliva, is required and auttrorfzae 11 a11 re Zorri Admlrristrator or deli IlTitdal or designee to enter upon the property to perrprm needed insi�ecaons. Enhry may be without prior rgbca. t nare0 4nae end the Building fine and catecl to the best al my Nnerledge, 1 furarer agree thal au work y sckrwwleoge that I have read this applicallm and stale that ed information IunFcipehly end the taws of the Staff of Minnasola r performed �� be in eccor"t"I -th aPP"I "d Warn. specilicatims and oondlhms end io abide by all ordinances of the egrom d to of p taken pursuant to this permit. I epos to pay all plan revkw lees even a I ohooes riot to Proceed vrllh the work. plI vplres when Kwk rs not l be so oahin Alt days from data or perms, or if work is ;spandad, rtDerrdaned, a not Irripected for 18 days, W c', te'w..d the amp« o' th's permi7. or work without u ins ctian, wtill beau toe nsl • Jeremy Atteberry NAME: - --. wtvo i . I THE: CODE: ,rALUATION: 5 Permit Fee: $ _ • o� Plan Review Fee: $ I State Surcharge: $ Site Inspection Fee: $ S.E.C. Fee: $ Investigation Fee / Other Fee: $ Copy Charge ($.25 per 8.5x11 page) $ License Check ($5) / Lead Check ($5) $ . SUB -TOTAL $ ❑ Plumbing Fee (from Page 2) $ Mechanical Fee (from PI 2% s Special Conditions/Required Setbacks: Bui!ding Approval By: Panted Building Approval By: Kevin Kamerud City Approval By: Paid: Date; - �_,R�,,elpt . DATE: 3/10/25 This Is the signature of: ❑Owner or ®Owner's Representativ BLDG SPRINKLED Yes / No Park Dedication: $ SAC Charge: $ WAC Charge: $ Seaver Hook -Up: $ Water Hook -Up: $ Sewer Trunk: $ Water Trunk: $ Water Meter $ City Fee: $ Other: $ TOTAL DUE: $ DATE: J / 1 ❑ License Verification ❑ Lead Verification - DATE: r BY: By: I A-r - I City of Spring Park 4349 Warren Ave Spring Park, MN 55384 PARK Phone (952) 471-9051 Fax (952) 471-9160 Project Name: Date: 03/28/2025 Approval Status: Approved with Comments Jurisdiction: City of Spring Park Construction Type. ID: 25SP-00013 Applicant Name: Iron River Construction - Jeremy Applicant Phone: (612) 889-0886 Applicant Email: jeremy@ironriverco.com Jobsite: 4453 LAFAYETTE LANE 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, heatth, 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 foilowing 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 contractorlinstaller 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@safebuift.com 4453 LAFAYETTE LANE Page 1 ii" PARK. 1 M City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 Building: Approved with Comments - Kevin Kamerud, kkamerud@safebuifl.com 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 minimurn 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 rnaximum 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 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) 4453 LAFAYETTE LANE Page 2 lot - PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 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 beiow. 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 mess 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 Pach foist with at least these 10d (3-inch by 0.128-inch) naiis or three No. 10 x 3-inch long wood screws. (MN Rule 1309.13507.6.2) 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) 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. 4453 LAFAYETTE LANE Page 3 Air' PARK City of Spring Park 4349 Warren Ave Spring Park, MN 55334. Phone (952) 471-9051 Fax (952) 471-9160 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 l is 42 inches. (MN Rule 1303.1600 Subpart 1) 4453 LAFAYETTE LANE 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. For inspection of pin footings such as Diamond Piers, all caps must be left off of all pins until final inspection. Minimum pin length of 50-inches is required for frost protection. 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. REFER TO APPROVAL LETTER FOR ADDITONAL COMMENTS AND REQUIREMENTS BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002 or 800-252-1166 http://www.gopherstateonecall.org/ In accordance with Minnesota law, you must wait 48 hours (excluding weekends and holidays) after you've 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. All columns resting on footings require lateral restraint by means of mechanical connections or 12" embedment in concrete or surrounding soils. (MN Rules 1309.R507.4.1) Manufacturer's Installation instructions Shall Be Followed And Available To The Field Inspector At Time Of Inspection. Reviewed for Code Compliance 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: 9<evin7AmeruW Type of Construction: Not Applicable Date: 3/28/2025 Occupancy Classification: IRC-1 Single Family Dwelling Permit #: 25SP-00013 Code Edition: 2020 MN Residential Code N 89e49'00" E 55.00 —........ ,_ CERTIFICATE OF SURVEY FOR A. DENNIS LAFAYETTE LANE �.. '' W. HELM OF LOT 7, & IN LOT 6, • MINNETONKA PARK CONCRETE DRIVEWAY .eel ON KiMC r i-X O D z AND IN GOV'T LOT 8, SEC.18-117-23 r '•: HENNEPIN COUNTY, MINNESOTA Y m eT S E � f$ i 10 0 10 20 30 S C A L E i N F E E T �_.. offT _ i I I L x 1�, t.t �._... ................_._..._, I 71 , I t I � I WTON OF PREWSES r Lot 7• and 0150 that part of LOl 6 I N weal Of the Sisal 45.DO teat 0h avt in Wrnetonka Park, ALSO chat port of Govern f Lai 8. Scetiee 18, Towns* 117 North, Rome 23 Weft of the Slh Principd Ileri6an adjacent to Lots 6 Ond 7, klvvvflonk0 po•k, P°n CDIRN y, 14innesolq desist bld as follows: C of She Northeast corner of said Lot 6, sard cam Nit rmet Wes( of Iha SaWheosi caner of Said Government Lot 8; thence North a" the CK1,xion Of she E"i line of yaid Lei 5, a distance of 77 feel: thence Well at right angias 1DD /eat: thence South 01 right ongks 77 Ieel to ine K. lhwest COrner of said Lot 7: thence East to the print of beginning, EXCEPT teat part Of said Covernnent Lot 8 described os folows: arComm»eencing al the n: Ntheest Darner of sold Lot 6, Mimalonko Pork Herp:n Comf kl uola; Ihs.-Ce north long thj Last KM of "e ei Let a%lerda4 Y. 77 feet; theme wet at 1-1 angles 45 feel; tbaoce S£wth at right 01 77 feel to the North .Z o} said Lot 6; the, cost 45 feet to the PaiH of beglr ir,5. W o eMale� van marker t7 (4bb..7) : tlrwlM "fisting ePe1 Wv01wr. moon sea lave! datum 0eariny0 Shawn are bated upon an as£rnned dol6m O 71is survey shore tM bo"ndwi s of the above described property, O the 'xOfioe of am "sting house, spat ebvotiana• and ft location In of Go ,;s1)i* "hadcevee" thereon It does riot purport to show Ony other irnprevemenis or enwowhinwNd 55.54.. _- 0 ME LK +~�ael0 e1rAa�gqyyYi .."" a 9OMk 4 sam .affirm MO IkOeh 0 ilf� !1 7 10£ 70 K WLiQ3 ,p,� a W, LAKE MINNETONKA BLACK LAKE 10-107 LtA COVER CALCLLATOYS . Lot ores, eat ir+e4r Mg Latayette tow. fdae'wtop roadway. 49 curb + 9603 S% it. Lot sea, it Lafayette Avemm . 10,+53 54 rt- Hincjrded i4ovs■ GRONBERG AND w 6713 sr C—ElfiN el Generate ` ASSOCIATES; INC. Qly . ; wo0., :r.c4�ry wOOd borders w 252 If Wass BO ff o t SI,�ReME1t$ .M + 5 st 445 N OUMW Ok LOLM�1ea . 353M NG A/ A/C poor � � ei 03?-473-1141 Lorge deck & 51epS 704 al SmW deck & 3taPs 64 s1 MK manor Rack On t COn,c. & rr/p at SE hSe car -I 21 . Tote: hard --over - 3344 Sq. f1. oaae 3344 ! 9603 r %Do w 34.B2X 33a4 / 10.153 a too = 32.94X i weer COnh riot al er K nuannhK yr' Al!! M eVOsr NOTE. TM neighbors sn u0ch;ng au1 r W 11,�T �® pp[F� yp woes Ond driveway were rot �nduoed in tease colgCati a'R .n n e,rc r. La,wa ■..., 10-�a7 Jamie Hoffman From: payment5=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of payment5 �,11)thepaymentgroup.com Sent: i uesday, April 8,-2025 4:26 PM To: Jamie Hoffman Cc: payment@thepaymentgroup.com Subject: JEREMY ATTEBERRY Permit Payment to Spring Park, MN - Permits & Licenses from TPG Dear Spring Park, MN - Permits & Licenses, JEREMY ATTEBERRY has made a wah Pr - Date Paid: Tuesday, 08 April 202516:25:35 CT Confirmation: E8DGTV Credit Card Number (last 4 digits): 8348 Credit Card Type: Visa JtKLMY ATTEBERRY lr[VIY KIVLK 586 BAVARIA LANE 25SP-00013 CONSTRUCTION CHASKA 55318 $1,075.61 JEREMY ATTEBERRY can be reached at: 612-889-0886 or jeremy@ironriverco.com 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