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4896 Steeplechase Ct
City of Eaa 3830 Pilot Knob Roa Eagan MN 55122 Phone: (651) 675 -56 Fax: (651) 675 -5694 �.� 9o , � f ` ( For Office Use Permit #: Permit Fee: Date Received: Staff: 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date: � O n" I ! L Lo r 7 1 -- Site Address: 14 J 9 b S•r1'_£.Pl.f (AtA•i E. COQ r-!" Unit #: NOTE: Pl ans and supporting doc uments that you submit are considered la' be public informat F, ybe classified as non - pub if y o u p specific reasons that would p the information ma e „f conclude thatthe are trade sec rets: ., . 6 %.x. 13rt 0 J T i /2 (/` c.st A�n a �C. r ,�,,) b F ✓ x Applicant's Printed Name Applicant's Signature Use BLUE or BLACK Ink JUL 17 2012 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. Page 1 of 3 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) Co J 1 rrtJ L.r t J -- 13.71. D 1+1 10 /i7si.. .L COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes x No If yes, date and address of master plan: Licensed Plumber: SPMJ ko P‘.0 l3 ►J �o Phone: '71o3- kola - TSo Mechanical Contractor: ft4', ►J, L /E ,.fi"&,L 1-4 vVh L. Phone: b1Z - L r- 403)07. Sewer & Water Contractor: MM !` n LA vAri. -) S,E r+lr.�.rIJ4J fr - Phone: - State: P( r- Zip: _vs t License #: 13 C S 3 to b ? Lead Certificate #: RESIDENT / OWNER Name: TOt.t. 7 1 4 ket S r 10.) Address / City / Zip: I `I `(O �/ Sr' 4 aek.E. 44€ M 4 I.4-�r , /4 o 4' a L SS/ Applicant is: n Owner X Contractor Description of work: PJ vJ 4 - U J t r TJ U J.J Olwtrz. ash N.b • Construction Cost: ,/ 9 9 Z oe.° t3 . Multi- Family Building: (Yes Company: Tt%. B/10 71.4 FA 1 �) L. Contact: 12 ► tdt I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. SUB TYPES Foundation Single Family Multi X 01 of Plex Access ry Building WORK TYPES ( ` New ( ` Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review REQUIRED INSPECTIONS Reviewed By: Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair (25 %_ 100% / ) Census Code # of Units # of Buildings Type of Construction Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _ Ice & Water _ Final Framing Fireplace: \ Rough In \( Air Test Insulation Sheathing Sheetrock RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S &W Permit & Surcharge Treatment Plant Copies TOTAL DO NOT WRITE BELOW THIS LINE Occupancy Code Edition Zoning Stories Square Feet Length Width \ /Final Porch (3- Season) Porch (4- Season) Porch (Screen /Gazebo /Pergola) Pool Siding Reroof Windows Egress Window , Building Inspector 1Dc 3 4fry (7 p (C s " Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: _Footings Siding: _Stucco Lath Windows Retaining Wall: _ Footings _Backfill °D� Radon Control Erosion Control Air /Gas Tests Final Brick Final (? ( q02.4 y I t a - )2Y fps 2- y qo i C - ki )7 / L (9< Page2of3 7,7(1311? Date: 7/6/2012 Revision Date: 7/6/2012 New Construction Site Information Address 1: Toll Brothers Project #: Steeplechase of Eagan Address 2: 4896 Steeplechase Court Lot: #32 Block: City: Eagan County: Subdivision: Application Information Business Name: Ray N. Welter Heating MN Contractor License #: Contact Person: Joe Office Ph: 612 - 825 -6867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: Minneapols State: MN. Zip Code: 55407 House Details Square Feet: 4558 sq. ft. Avg. Ceiling Ht: 12.3 Number of Bedrooms: 3 ft. Ventilation : Exhaust Total Ventilation Capacity : 245 cfm. Minimum Continuous Ventilation :60cfm. Continuous Ventilation Provided: Exhaust: 60 cfm Intermittent ventilation satisfied by OTHER exhuast appliance. Combustion Appliance Water Heater: Power Vent Input BTUs: 40,000 Independently Vented Furnace /Boiler: Direct Vent/Sealed Combustion Input BTUs: 60,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Exhaust Ventilation Capacity (cfm): 60 Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make -Up Air No Make -Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. Applicant Name (print): J ./, ,, /fe, 1 Signature /Date: Code Official (print): Signature /Dat © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 3 ROOM NAME Area (ft') Htg load (Btuh) Clg Toad (Btuh) Htg AVF (cfm) Clg AVF (cfm) lot 32 basement 1973 18779 3924 276 164 lot 32 main 1973 23321 13152 342 551 lot 32 upper 979 10576 1371 155 57 Lot 32 all 4925 52677 18447 773 773 Other equip loads 0 0 Equip. @ 0.93 RSM 17119 Latent cooling 1357 .11)1)1 1-nn A el Ate! 77O —riO -- wrightsofto Load Short Form Lot 32 all Ray N Welter Heating Co 4637 Chicago Ave S, Minneapolis, MN 55407 Phone: 612- 825 -6867 Fax: 612-825-2303 Web: www.welterheating.com Project Information For: Design Information Outside db ( °F) Inside db ( °F) Design TD ( °F) Daily range Inside humidity ( %) Moisture difference (gr /Ib) HEATING EQUIPMENT Make Trane Trade Trane Model TUC1B060A9361A* GAMA I D 164847 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Htg -15 70 85 30 32 CIg 88 75 13 M 50 28 92.1 AFUE 60000 Btuh 56000 Btuh 68 °F 773 cfm 0.015 cfm /Btuh 0 in H2O '' wrightsoft° Right - Suite® Universal 7.1.17 RSU11308 W: \Wrightsoft HVAC \Toll 4 Plex.rup Calc= MJ8 Orientation = SW Method Construction quality Fireplaces COOLING EQUIPMENT Make Trane Trade XB13 Cond 4TTB3024A1 Coil 4CXCA024AC3 + *UX2B080AFV3 ARI ref no. 1245262 Efficiency 11.2 EER, 13.3 SEER 16240 Btuh 6960 Btuh 23200 Btuh 773 cfm 0.042 cfm /Btuh 0 in H2O 0.93 Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Infiltration Printout certified byACCA to meet all requirements of Manual J 8th Ed. Job: Toll 4 Plex Date: By: Simplified Tight 3 (Average) 2012- Jun - 2613:09:20 Page 5 0 C3� U 8 F m a. ►n g ti w 0 6 1 2 W 1 w a a 171 1 7 3 v 0 3 zi 0 0. co 0 -t■ 0 0 . rP 0. ' Iv 0 0 0 z 6 L Z n P1 v r a N 0 b G a L Go 0 1 L r ` L n a V G 2 A m n 1 w C 0 n 8 V tT I fr l I • • `n cn o ai 0 . ® Cr ® n O = 2 Pr 0 a O' a. 3 ca o b CD 0 l7r?�� fur vs) rt,J&'1 a ••- -) ., Y O 0 0 / 0 0 • 0 ❑ • ❑ �C ❑ 0 fd' ❑ P 0 f�' 0 ,PI 0 J 0 .' 0 0 fa' 0 "`S PROPERTY LEGAL: PONDING AREA (if applicable) ❑ • Retaining wall requirements: Reviewed By: G: /FORMS /Building Permit Application Rev. 11 - 26 - 04 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION DATE OF SURVEY: - 7f /21R— DOCUMENT STANDARDS • Registered Land Surveyor signature and company • Building Permit Applicant • Legal description • Address • North arrow and scale • House type (rambler, walkout, split w /o, split entry, lookout, etc.) • Directional drainage arrows with slope /gradient • Proposed /existing sewer and water services & invert elevation • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) • Lot Square Footage • Lot Coverage ELEVATIONS Existing je 0 ❑ • Property corners ;Z ❑ ❑ • Top of curb at the driveway and property line extensions ❑ 4 ❑ • Elevations of any existing adjacent homes A ❑ 0 • Adequate footing depth of structures due to adjacent utility trenches / 0 ❑ • Waterways (pond, stream, etc.) Proposed 4 ❑ 0 • Garage floor /J 0 0 • Basement floor /I ❑ ❑ • Lowest exposed elevation (walkout/window) A ❑ ❑ • Property corners ,0 ❑ ❑ • Front and rear of home at the foundation LATEST REVISION: r/'0 0 • Easement line r' ❑ 0 • NWL 5Y 0 0 • HWL ❑ ❑ • Pond # designation ❑ 7' 0 • Emergency Overflow Elevation • ❑ • Pond/Wetland buffer delineation Y • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS 0 • Lot Tines /Bearings & dimensions 0 • Right -of -way and street width (to back of curb) ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ❑ • Show dll easements of record and any City utilities within those easements 0 • Setbacks of proposed structure and sideyard setback of adjacent existing structures Date /Z��? 0 Certificate of Survey 4890, 4892, 4894, 4896 STEEPLECHASE COURT NORTH 30 SCALE IN FEET ':all L +31 ay ti BENCH MARK TNH ELEV OF BENCHMARK Top Nut Hydrant Lot 9, Block 8, Steeplechase - Northwest side of Steeplechase Court, Devotion = 961.08 feet (NGVD 1988) Lot 9, Block 8 Area Total Condo area 20% Max. Coverage Foundation Lot 3, Block Foundation Lot 1, Block Foundation Lot 2, Block Foundation Lot 1, Block Foundation Lot 2, Block Foundation Lot 3, Block Foundation Lot 4, Block Foundation Lot 5, Block Foundation Lot 7, Block Foundation Lot 9, Block Total Foundation coverage Remaining coverage Available - 7D AREA 6 = 7 = 7 = 8 = 8 = 8 = 8 = 8 = 8 = 8 = IEW 20,653 sq. ft. 703,324 sq. ft. 140,665 sq. ft. 9073 sq. ft. 9074 sq. ft. 7106 sq. ft. 6676 sq. ft. 6815 sq. ft. 6709 sq. ft. 6709 sq. ft. 9072 sq. ft. 9093 sq. ft. 8,862 sq. ft. 79,189 sq. ft. 61 476 sq. ft. bNii1NEbRING CITY OF EAGAN Henry D. on, MN Lice se No. 17255 of -k.0) o�`torer \oc, \to • \on R�K� • = Iron monument found = Offset iron = Drainage & Utility Easement x800.0 = Existing Elevation c$oo.0 = Proposed elevation from grade or development plan Drainage Direction Retaining Wall • = 00000 = Lot 9, Block 8 STEEPLECHASE OF EAGAN Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed La d Surveyor under the laws of the State of Minnesota. July 12, 2012 TOLL 1 Q R r1 T V C R C c 1400 Corporate Center Curve Eagan, MN 55121 ,j) eq Date LEGEND —840— = —842— = — < — <<— = O oa = = ® = Bearings shown are assumed elevation = elevation = CONTROL, \'' g4 6 9 44 942 LP7.4 `II, NWL =938.3 HWL =941.3 940 Prop. San. & Water Inv. elev. = 944.8 WO House Minimum lowest floor 952.8 (4894 & 4896) 955.8 (4890 Sc 4892) Prop. 10' contours from grading plan Prop. 2' contours from grading plan Existing sanitary sewer Existing storm sewer Existing water Sanitary manhole Gate valve Hydrant Flared End Section Catch Basin PROPOSED ELEVATIONS PROPOSED ELEVATIONS 4890 & 4892 4894 Garage floor elev. = 964.1 Garage floor elev. = 961.1 Top of block elev. = 964.4 Top of block elev. = 961.4 Lowest floor elev. 955.8 Lowest floor elev. = 952.8 PROPOSED ELEVATIONS 4896 Garage floor elev. = 959.6 Top of block elev. = 961.4 Lowest floor elev. = 952.8 RIJ( Minot, ND. Minnetonka, MN. Phone: (952) 933 -0972 Fax: (952) 933-1153 www.rik- kuusisto.com 6110 Blue Circle Dr. •Suite #100 •Minnetonka, MN. 55343 ( KWSlsTO LTD ) 10669 DRAWN: SCA CHECKED: HDN Drawing File: 700 \718 -L9 -B8 .DWG Project No. 2006 -408 -L Jul 12, 2012 8:55am PROPERTY OWNER Name: 1 01-1 6 t S Phone: ` Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: //1. 1) ,� rco �e-i 5 j :,�., 0 „„ -. jiF(4 13 n Construction Cost: Estimated Completion Date: CONTRACTOR 11 a •� 'E . >�� Name: f f �/ � �`l R a~ �. License #: ° �: � t Address: , i` "Iy 1; k et1 <� i , \c - X ,> ( ` , City: D State: i'A Zip../3 Phone: S/° 4-: / /� ,�. Contact: Email: FIRE PERMIT TYPE ( ) G Sprinkler System (# of heads ?O) Standpipe WORK TYPE to New Addition Fire Pump _ Alterations Remodel _ Other: Other: DESCRIPTION OF WORK: FEES $60.00 Minimum (includes _ Commercial Residential Educational State Surcharge) OR $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) - $231.00 sets of drawings ands - + _._ oc Contract Value $ / Z, 2 --/O x 1% - If the Permit Fee is Tess than = $ / 2 Z 16 Permit Fee - If the Permit Fee is > $10,010, (i.e. a $10,010 - $11,010 Permit 3/4" Displacement Fire Meter ° s Fee = $ C: Surcharge _ $ / 2 7 / d TOTAL FEE = $ Fire Meter = $ TOTAL FEE *Requirements: 2 complete City of Ea 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 Date: 7 ~ 3d / Z- Site Address: r7 rE , j S / c �;_ 0 t � Tenant: e�C G�o-e �jj p e. a ion cut sheets on matenals a components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building /Fire Codes; that I understa.d this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be i - cordance with the appr• -. plan in the case of work which requires a review and approval of plans. Applicant's Prin ed Name x App cant's Si ature For Office Use Permit Fee: / /• Date Received: Permit #: Staff: Zad Use BLUE or BLACK Ink 2012 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* • J CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test v Rough In Trip Pump Test Central Station Conditions of Issuance: Permit Reviewed by Final Date: S / 401° City of Eaali demo To: Rick Kittridge, Toll Brothers Leon Weiland, City of Eagan -Engineering John Gorder, City of Eagan -City Engineer Terry Zelenka, City of Eagan -Building Inspections Dale Schoeppner, City of Eagan -Chief Building Official From: Dave Westermayer, City of Eagan -Engineering 404 .3TC- tease 6 Date: March 1, 20139®� Subject: Site grading on Lots 8 & 9, Block 8, Steeplechase of Eagan The following is a summary of observations and suggestions made on site, at the above properties, during a meeting on February 28, 2013 with myself, Leon Weiland and Rick Kittridge. Lot 9 was completed during the winter months of 2013 and Lot 8 was started in late February 2013 so final grading has not yet been completed on either lot at this point in time. There is approximately a 15 foot drop in elevation from the front property corner to the rear property corner between the two lots. Due to the configuration of the buildings a pinch -point has been created near the rear of the buildings where they sit closest to each other. As a result, a channelized situation has been created that will likely cause problems for the building on Lot 9 and/or the modular block retaining wall that sits behind these two properties. I've separated the areas in need of attention into separate numbered areas on the attached plan and described the recommended improvements that should take place in each area below. Area 1: This area covers the north side of the Lot 9 building. According to Rick, retaining walls and rough grading were completed in late November/early December of last year. There has been some settlement of the boulder retaining walls in the areas closest to the building wall. More settlement may occur during the spring thaw. As the walls and grading currently sit, runoff is directed to flow parallel to the building wall, from the front of the building toward the rear. The existing retaining walls need to be increased in height in the area where they meet the building and more soil added to change the slope to run in a northerly direction perpendicular to and away from the building. Area 2: This area is located directly north of Area 1 and consists of common area between lots 8 and 9. This entire area slopes to the southeast to the pinch -point described above. I highly suggest that a large portion of this area be planted with deep rooted native grasses and/or native flowers. Native plants in this area will provide multiple benefits including slope stabilization, they will absorb some of the water and slow down the rest and they will provide aesthetic beauty and wildlife habitat in a highly visible area of the development. Planting traditional turf grass in this area will be difficult to mow and maintain and will do very little to absorb or slow down runoff. Area 3: This is the most critical area on the site. If not properly graded there will likely be property damage at some point in the future to the building on Lot 9 and/or the retaining wall. The as -built grading plan as well as the Certificates of Survey shows a positive slope from the back of both buildings toward the retaining wall. The lots are not graded this way currently. In fact, there is a small hill directly behind the retaining wall that is re -directing runoff and causing it to concentrate. It should be noted that concentrated flows running over the retaining wall will likely have detrimental effects to the wall over time and could ultimately compromise it and cause it to fall down. The best way to address grading in this area is to maintain runoff in a sheet flow pattern and minimize or eliminate concentrated flows. In order to accomplish a straight grade and subsequent sheet flow in the area, several feet of the upper portion of the existing modular block retaining wall will need to be removed and the lots re -graded. Currently, runoff is being directed in a southerly direction along the back of the Lot 9 building. If left this way it will likely cause problems for several reasons; one, it will create a concentrated flow over the retaining wall. Two, there is not a defined swale to convey the water and keep it away from the building. Lastly, the top of ground is only a few inches below the siding at the building, according to the building inspectors this must be a minimum of 6 inches. An alternate option to explore would be the installation of a catch basin with storm sewer pipe extending through the retaining wall and discharging at the bottom of the wall. If this option is chosen, it's critical that a professional engineer design the system adequately to handle the volume of water the system will be expected to handle. Furthermore, the pipe must come through the retaining wall at or very near the bottom of the wall to prevent future potential damage to the retaining wall foundation. In addition, some sort of emergency overflow for the catch basin must be looked at in the event of heavy rain falls or when the storm sewer system is frozen during the spring snow melt. Finally, there are several downspouts on the back of the building discharging toward the retaining wall. I agree with Rick's suggestion that the downspout on the southerly most unit can (and should) be changed to direct water to the south and away from the wall. The others could be buried and pipe added that extends through the retaining wall or as Rick stated, they will likely have the extensions removed and discharge into landscape rock near the building. If they are extended proper energy dissipation must be installed below the wall. If the extensions are removed then the area must be monitored for future erosion issues. Area 4: This area is similar to Area 1 in that the retaining walls need some adjustment and more material added to create a positive flow away from the building in a southerly direction. Additional site meetings will likely be needed prior to starting site work in the spring. Please keep me posted on your proposed work schedule and let me know if additional questions arise. As I stated yesterday, it is our intention to assist you in completing this properly the first time and at the lowest cost possible. It is a difficult area and will require collaboration between the City and Toll Brothers above the normal amount usually required in order to insure a good finished product for the residents. 0/is zo /3 Zlike ,Q4643i 4,06 Ae, adatteMeg f/te Ale6e owe g/tc dewai -115&Z€(464, � emiee. -tea „Geem l%dis,Ci\‘‘, 4 0 o g9�1 1 / nN ;U/aPo o / a-Oo lUas° °'4L( °y sh0 '//o y 41 lF 96 Jo 0 Z W W J v(/ Qo o) N / / N04`� a pa�nOa aso9 uo °� aso'6 % i/ M as yoa/d y d v / / a8S• cn yJa/daa), do 4d £896 ••ns • 75•k1 %y '/ a/daa)s do'Jd /O��L so 0 0 E 0 otherwise noted 0, 0, 0 c 0 Utility Easement as,IS °Jd C/aap a oa'°oa '49,6D )10 1Ou0 7• aso 6 41 as), �O'fM WO House 041•1 l+" 99.4..,9. m ss o as CJo j '• /3ma O Q / V i x0l iso �l 02 r - o t SS6 1. urn 4,o hQy\ Q�/O k. ' c� G j o - a O o / u CI ) y0 / O O c - (,)r 0o / Q •0 / o Q o 0 / Q, o / r • v, .0 0 0 0� / o 0 °j�oCoi• 3 / CO r�/ Q Q•- S O) 4.• a• J .v.11 j ---,-1_, / COQ / CO r 0 - 6 ¥ a. �.a ° / s / g'40 / d0 JO6 s'� `9<5, -s • �d / ss� 2 s\ y a 1/ co 0 3 3 sco / �1a n <2-- a�o�o6 ss /0 p ? °�� s Q �s6 00720 ---ssv ��'s ^,� s oca a8g�• is2 �6 '•E". •d0°-IQ6o . • . o � i I LL 0 0 0 w 0 W J 0 W Cr▪ ) CO Q) CJ▪ ) co 03 03 0) 0 z i 0 PERMIT City of Eagan Permit Type:Building Permit Number:EA179773 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 4896 Steeplechase Ct Lot:Block: Addition: Steeplechase Of Eagan PID:10-72540-10-032 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - James A & Doreen E Hummel 4896 Steeplechase Ct Eagan MN 55122 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature