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Home My WebLink AboutLA180036 18002 Gresford Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION W01W01W01W01W01W01W01W01W01W06W06W068'-8"8'-8"8'-8"26'13'-6"6'2'7'3'-4"4'-3"2'-2"20'2'10'5'-5"5'-4 1/2"15'-11 1/4"6'2'7'-2"70'27'-9 3/4"42'-2 1/4"39'-6"24'4'-6"11'39'-6"8'62'23'-3"38'-9"7'-10 1/2"13'2'-6"10'-6"21'-11 1/4"13'-6 1/2"20'18" floor trusses @19.2" O.C.18" floor trusses @19.2" O.C.18" floor trusses @19.2" O.C.2x10 Joists @16" O.C.6x6 Treated posts-12" footings belled to 16" @ base-Footings to a minimum depth of 4'0" 2x6 load bearing wallw/ 16" x 8" stripfootingsFire proof below stairs2x6 load bearingwall w/ 16" x 8"strip footings(3) 2x10 2x6 load bearing wallw/ 16" x 8" stripfootingsCantilever floor trusses@ closet above-12" footings belled to 16" @ base-Footings to a minimum depth of 4'0"2x8's @ 16" O.C.(3) 2x8Flush (2) 11 7/8" LVL2x6 load bearing wallw/ 16" x 8" stripfootings18" floor trusses @19.2" O.C.Flush (2) 11 7/8" LVLWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTIONW01 2646SC 3 0 2646SC 30 " 54 " 32"X56" SNGL CASEMENT-HRW02 3016AW 2 1 3016AW 36 " 18 " 38"X20" AWNINGW03 61052MU 3 1 61052 82 " 62 " 84"X64" MULLED UNITW05 3050DH 2 1 3050DH 36 " 60 " 38"X62" DOUBLE HUNGW06 5246MU 1 0 5246 62 " 54 " 64"X56" MULLED UNITOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Basement Floor Plan!!!!"## $# % %!!!!!!!!!!DATE:****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOPROJECT DESCRIPTION:SHEET TITLE:Sketch #4"The Beaumont"A-14/22/2020SmokeSmokeCOSmokeConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/29/2020dmathews DWW02W02W02W02W02W02W03W03W03W05W05W05W03W03W03W03W03W03W05W05W0517'-1"20'-7 1/2"21'-5 1/2"23'23'-5 1/2"3'-6"9'-4"2'7'6'2'4'2'24'-5 1/2"7'-0 3/4"5'-6"4'13'2'6'70'11'2'-6"9'12'4'-2"5'-7 3/4"3'-2 3/4"6'-5 1/2"16'16'6'6'15'-6"4'-6"11'12'2'-2 3/8"2'-3 5/8"5'-6"5'-6"39'-6"13'-6"26'6'-9"6'-9"8'62'32'6'24'4'12'16'10'9'6'24'2'-6"4'4'4'11'-6"# &# ’(%%)* + &+++*+*++’*$,"++(2) 11 7/8" LVL& % - ./ 00 % - -# Portal frame this wall1 2 % 13 3+&## "#"4(2) 11 7/8" LVLGirder Truss1% -)24#" "-55##2% -(2) 11 7/8" LVL(/(/(2) 11 7/8" LVL3+ 6 7WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTIONW01 2646SC 3 0 2646SC 30 " 54 " 32"X56" SNGL CASEMENT-HRW02 3016AW 2 1 3016AW 36 " 18 " 38"X20" AWNINGW03 61052MU 3 1 61052 82 " 62 " 84"X64" MULLED UNITW05 3050DH 2 1 3050DH 36 " 60 " 38"X62" DOUBLE HUNGW06 5246MU 1 0 5246 62 " 54 " 64"X56" MULLED UNITOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #4"The Beaumont"A-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNO4/22/2020Braced wall panelneeded for max 20'between panels.CS-PF needed as minimumpanel widths next to openingfor CS-WSP is not provided,see last page for detail.FANFANSmokeCOSmokeSmokeSmokeSmokeCO Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: DATE:Elevations1/4"=1'0"PROJECT DESCRIPTION:SHEET TITLE:Sketch #4"The Beaumont"A-3Window maximum U factor: .32Window fall protection is requied where the lowest part of the opening islocated more than 72" above finished floor. Operable sections ofwindows shall not permit openings that allow passage of a 4" diametersphere where such openings are located withing 36" of the finished floor.6 in 129 in 12CS-WSP - Continuously sheathedwood structural panels, min. 3/8"thickness4/22/2020*siding percentages on next pageBraced wall panelneeded for max 20'between panels.Panel not wide enoughto meet minimumrequirement, move toother side of window.Move panels to maintain maximum of20' between panels.CS-PF needed for limitedpanel width. See detail on lastpage. Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE:Cross Section1/4"=1'0" DATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #4"The Beaumont"A-44/22/2020Stone 172/426 40%LP Lap 57/426 13%LP Shake 197/426 46%Sides and Back LP1 (#+ 1 ) .8& $9%1 " .$### : 13 (;1) ’- ’ </9 + $# : 1+ (; 9## 7#$$ ( 2$# ,/= 9%% > # / / : $%$ % .$### ,) ?@ = 2( ,) ;/# 1) % <# . ;< 5$ %% 5#/ # 7# (1@A , "4 " ( 5 (#B3 7#$7 - / %# +02 @5 2$ ;/1) "-30!!!! "0TT FILTERING MATERIAL FABRICWRAPPED AROUND DRAIN GRAVELR15 Rigid Foam Polystyrene with a 6 Mil Poly SlipExterior drain tile1/2" Plywood Sheathing flush with rigid foamCOARSE GRAVEL SURROUND FILLCOMPACTED SOIL#4 Rebar Every 2' From Footing Into Wall4" GRAVEL BASEDrain Tile to Sump Basket and Pump6 Mil Vapor and Radon BarrierVAPOR BARRIER8" X 20"CONCRETEFOOTINGREINFORCING STEEL AS REQUIREDSILL SEALER4" CONCRETE SLAB#6 Rebar Vertically Placed 27" O.C.Treated 2x6 Sill Plate, Connectw/ 1/2" Dia. Sill Plate Boltswithin 12" from each corner and4'0" O.C. throughoutTREATED 2x6 SILL PLATE8" Poured ConcreteWallCS-PF StartSpacingHere 6'-0"Cant24"O.C.Trussesareshortenedfor1/2"sheathing. Seedetailforpiggybackcapinstallation.B3B1GB2B2B2A6G A5 A5 A5 A5 A5 A4 A4 A3 A3 A3 A3 A3 A3 A3 A3 A2 A2 A2 A2 A1G FFFFBV1BV2DV1DV2DV3DV4CV1CV2CV3CV4CV5CV6CV7CV8CV9ACG AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC ACG THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"Bracingofwoodtrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,WI53179ROOFTRUSSLAYOUT Scalen.t.s CUSTOMER:LampertsAppleValleySummergateTheBeaumontSketch#418002GresfordLaneLakeville,MNWO#509233ROOFDESIGNER:LeonDeckerROOFLbrDurFac:1.15PltDurFac:1.15FlrSpacing:24.00"DesignCrit:TPI-02/IRC-06DesignDescr:IRC35.0010.0000.0010.0055.00T/CLive:T/CDead:B/CLive:B/CDead:Total(PSF) MSH422 StartSpacingHere19.2"O.C.HandFrame FlushBeamByOthers2'-4"Cant Trussesareshortenedfor1/2"sheathing. FL CL A1 A1 F A1 D A1 D A1 D A D A D A D AL DL GL BL KL B1 K B1 K B1 K B1 K B1 K B1 J2 B1 J2 B1 J2 B1 J2 B1 J2 B1 J2 B1 J2 B J1 B J1 B J1 B HHHJ1 G H1J G JL 17171717 17 17 17 THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"Bracingofwoodtrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,WI53179FLOORTRUSSLAYOUT Scalen.t.s CUSTOMER:LampertsAppleValleySummergateTheBeaumontSketch#418002GresfordLaneLakeville,MNWO#509233FLRDESIGNER:LeonDeckerFLOORLbrDurFac:1.00PltDurFac:1.00FlrSpacing:.19.20"DesignCrit:TPI-02/IRC-06DesignDescr:IRC40.0010.0000.005.0055.00T/CLive:T/CDead:B/CLive:B/CDead:Total(PSF) Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Lot 1 Block 7 Summer Creek HVAC Load Calculations for The Beaumont Prepared By: Duane Moe Leading Edge Heating & Air 807 Harvest Circle SW Lonsdale, MN 55046 (763)333-5772 Thursday, March 12, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ferguson [ Plymouth MN ]Lot 1 Block 7 Summer Creek Plymouth, MN 55441 Page 2 Project Report General Project Information Project Title:Lot 1 Block 7 Summer Creek Project Date:Wednesday March 11, 2020 Client Name:The Beaumont Company Name:Leading Edge Heating & Air Company Representative:Duane Moe Company Address:807 Harvest Circle SW Company City:Lonsdale, MN 55046 Company Phone:(763)333-5772 Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-20 -20 n/a 30%70 31.64 Summer:88 71 44%50%75 24 Check Figures Total Building Supply CFM:839 CFM Per Square ft.:0.229 Square ft. of Room Area:3,669 Square ft. Per Ton:1,711 Volume (ft³):31,194 Building Loads Total Heating Required Including Ventilation Air:57,456 Btuh 57.456 MBH Total Sensible Gain:19,304 Btuh 83 % Total Latent Gain:3,878 Btuh 17 % Total Cooling Required Including Ventilation Air:23,183 Btuh 1.93 Tons (Based On Sensible + Latent) 2.14 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\AAO1611\Documents\Elite Software\Rhvac 9 Projects\The Beaumont.rh9 Thursday, March 12, 2020, 9:08 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ferguson [ Plymouth MN ]Lot 1 Block 7 Summer Creek Plymouth, MN 55441 Page 3 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 1D-cw-o: Glazing-Double pane, operable window, clear, wood frame, U-value 0.32, SHGC 0.56 272 7,833 0 10,615 10,615 11J: Door-Metal - Fiberglass Core, U-value 0.6 42 2,268 0 605 605 13AA-0oc: Wall-Block, no blanket or board insulation, open core, U-value 0.584 148 7,780 0 1,332 1,332 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 1518 8,880 0 1,312 1,312 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 1840.8 3,313 0 1,767 1,767 21A-32: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide, U-value 0.02 1828.4 3,291 0 0 0 Subtotals for structure:33,365 0 15,631 15,631 People:4 800 920 1,720 Equipment:0 0 0 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 157, Summer CFM: 98 15,123 1,527 1,366 2,893 System 1, Zone 1 Load Totals:48,488 2,327 17,917 20,244 Check Figures Supply CFM:839 CFM Per Square ft.:0.229 Square ft. of Room Area:3,669 Square ft. Per Ton:2,022 Volume (ft³):31,194 Zone Loads Total Heating Required:48,488 Btuh 48.488 MBH Total Sensible Gain:17,917 Btuh 89 % Total Latent Gain:2,327 Btuh 11 % Total Cooling Required:20,244 Btuh 1.69 Tons (Based On Sensible + Latent) 1.81 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\AAO1611\Documents\Elite Software\Rhvac 9 Projects\The Beaumont.rh9 Thursday, March 12, 2020, 9:08 AM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is reqXired for ³ConstrXction actiYit\ that resXlts in land distXrbance of eqXal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,´ (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. ³Permittees mXst ensXre a trained person Zill inspect the entire constrXction site at least once eYer\ seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hoXrs,´ (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 04/01/2020 X KP