AIRPORT LAYOUT PLAN FUTURE LEGEND: REVISIONS BUILDING AIRPORT PROPERTY RUNWAY PROTECTION ZONE (RPZ) AIRCRAFT PAVEMENT

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1 AIRPORT LAYOUT PLAN STORM LAKE MUNICIPAL AIRPORT (SLB) KNOTS FAA APPROVAL LETTER STORM LAKE, IA STORM LAKE MUNICIPAL AIRPORT $ LOCATION MAP $ ALL WEATHER WINDROSE STORM LAKE MUNICIPAL AIRPORT US Department of Transportation Federal Aviation Administration, AeroNav Products Copyright: 2013 National Geographic Society, i-cubed INDEX TO S 1. TITLE 2. AIRPORT LAYOUT PLAN 3. FAR PART 77 IMAGINARY SURFACES 4. & RUNWAY APPROACH PLAN & PRILE 5. & RUNWAY APPROACH PLAN & PRILE. & RUNWAY 13 APPROACH PLAN & PRILE 7. & RUNWAY APPROACH PLAN & PRILE 8. & RUNWAY / APPROACH PLAN & PRILE 9. & BUILDING AREA PLAN 10. LAND USE & ZONING. EXHIBIT A AIRPORT INVENTORY MAP BUENA VISTA COUNTY, IA SPONSOR APPROVAL STORM LAKE, IOWA APPROVED BY: DATE: TITLE On behalf of Bolton & Menk, Inc. this Airport Layout Plan (ALP) was prepared for the Storm Lake Municipal Airport according to the applicable Advisory Circulars, the current version of the ARP SOP 2.00 ALP Checklist, and accurately depicts the proposed use of airspace at the time of submittal. The ALP conforms with FAA design standards, except as noted. DATE: JAN 20, 2014 MELISSA R. UNDERWOOD FAA APPROVAL STAMP AIRPORT DATA TABLE ALL WEATHER WINDROSE / 13/ / 10.5 KNOTS ALL WEATHER WIND COVERAGE CROSSWINDS RUNWAY / RUNWAY 13/ RUNWAY / COMBINED 10.5 KNOTS INSTRUMENT FLIGHT RULES CROSSWINDS RUNWAY / RUNWAY 13/ RUNWAY / COMBINED 10.5 KNOTS SOURCE: NATIONAL CLIMATIC DATA CENTER FOR STORM LAKE, IA ( ) NPIAS SERVICE LEVEL: GENERAL AVIATION GENERAL AVIATION IA SASP SERVICE ROLE: GENERAL SERVICE GENERAL SERVICE MEAN MAXIMUM TEMPERATURE HOTTEST MONTH: 83 F 83 F AIRPORT ELEVATION (NAVD88): 1,488' 1,488' AIRPORT REFERENCE POINT (ARP) LATITUDE 42 ' 50.05" N 42 ' 44.72" N COORDINATES (NAD 83): LONGITUDE 95 14' 2.40" W 95 14' 25.25" W AIRPORT REFERENCE CODE: B-II B-II AIRPORT NAVAIDS: MISCELLANEOUS FACILITIES: NDB AWOS, MIRL, REILs, PAPIs, WIND CONE SAME INSTRUMENT FLIGHT RULES (IFR) WINDROSE / 13/ / 10.5 KNOTS 10.5 KNOTS KNOTS 10.5 KNOTS PROJECT NO: T DATE: APRIL 18, 201 TITLE DATE: JAN 18, 201

2 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 1,410' 1,410' 1,470' 1,410' IA 0 CH C5 30th ST. 1,390' 1,410' 1,490' 20:1 APPROACH SURFACE EXIST 20:1 APPROACH SURFACE EXIST 20:1 APDS ROW 3 EXIST 40:1 APDS ROW RWY13/ HIGH POINT RWY 13 TDZ LIMIT STA FUT APPROACH RPZ ELEV=1,477.4' EXIST RWY 13 DISPLACED THRESHOLD STA ELEV=1,47.7' FUT RWY TDZ LIMIT STA ELEV=1,475.5' 13 FUT RWY 13 DISPLACED THRESHOLD STA ELEV=1,47.1' RWY / LOW POINT STA ELEV=1,479.' EXIST NDB WIND CONE EXIST PAPI RPZ 250' X X 450' RWY HIGH POINT TDZ LIMITS STA ELEV=1,487.9' EXIST DEPATURE RPZ RWY / HIGH POINT RWY TDZ LIMIT EXIST RWY TDZ LIMIT STA ELEV=1,484.0' EXIST APPROACH RPZ EXIST PAPI OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO EXIST RWY STA ELEV=1,479.8' FUT RWY STA ELEV=1,479.8' FUT RPZ X 2,500' X EXIST RPZ OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOO 800 ' 300 ' 400 ' 500 ' 150 ' 300 ' OOOOOOOOOOOOO OOOOOO O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOO ' FUT PARALLEL TAXIWAY RUNWAY 13/ 3,0X50' FUT 3,00'X75' S44 43' 51.38"E BRL 20' BRL 20' RA BRL 20' RA BRL 20' RA RA RZ RZ RUNWAY / 5,002'X75' FUT,500X75' S3 54'.48"E RZ RZ RA RA EXIST 20:1 APDS ROW 3 EXIST 34:1 APPROACH SURFACE RUNWAY / 1,92X95' N 42' 5.49"E ' FUT PARALLEL TAXIWAY EXIST RPZ FUT 50:1 APPROACH SURFACE EXIST 40:1 APDS ROW 500 ' 120 ' OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO EXIST AWOS CRITICAL AREA FUT RPZ X 2,500' X 250 ' EXIST 34:1 APPROACH SURFACE FUT 50:1 APPROACH SURFACE 150 ' 400 ' 500 ' 0 ' AIRPORT BEACON 100 FUEL PUMPS RPZ 250' X X 450' EXIST RPZ EXIST FUT RWY STA 9+2 ELEV=1,49.9' EXIST RWY STA 230+ ELEV=1,4.7' FUT RWY STA ELEV=1,4.7' FUT RPZ 20:1 APPROACH SURFACE 20:1 APDS ROW 2 20:1 APDS ROW 2 1,390' 1,430' 1,380' 1,390' 1,390' 80th AVE. FUT RWY TDZ LIMIT STA 1+0 ELEV=1,482.0' 50th ST. 1,490' BRL 20' BRL 20' BRL 20' BRL 20' RA RZ EXIST 20:1 APDS ROW 3 BRL 20' BRL BRL 20' BRL 20' BRL 20' BRL 20' BRL 20' BRL 20' RA EXIST 20:1 APDS ROW 3 EXIST RWY 13/ LOW POINT STA 230+ ELEV=1,4.7' FUT RWY 13/ LOW POINT STA ELEV=1,4.7' RZ BRL 20' BRL 20' BRL 20' BRL 20' BRL 20' 20' RZ FUT 40:1 APDS ROW EXIST RWY TDZ LIMIT STA 200+ ELEV=1,477.2' 1,470' EXIST 40:1 APDS ROW 1,440' CH C5 30th ST. RWY / LOW POINT STA 8+2 ELEV=1,49.5' FUT 20:1 APDS ROW 3 CH M43 90th AVE. EXIST 20:1 APPROACH SURFACE FUT 20:1 APPROACH SURFACE 1,40' 1,420' EXIST 40:1 APDS ROW FUT 40:1 APDS ROW 1,440' EXIST 20:1 APDS ROW 3 1,420' 1,40' 1,410' STONEY POINT RD. 1,420' RUNWAY DATA TABLE RUNWAY / RUNWAY LENGTH & WIDTH 5,002' X 75',500' X 75' RUNWAY GRADIENT 0.20 SAME RUNWAY TYPE OTHER-THAN-UTILITY SAME PAVEMENT TYPE CONCRETE SAME PAVEMENT STRENGTH 45,000LBS DWG; 25,000 LBS SWG SAME RUNWAY LIGHTING MIRL SAME RUNWAY MARKING NON-PRECISION SAME 14 CFR PART 77 34:1 50:1/40:1 APPROACH TYPE NON-PRECISION PRECISION RUNWAY DESIGN CODE (RDC)/RUNWAY REFERENCE CODE (RRC) C-II-5000 B-II-5000 RUNWAY NAVAIDS PAPIs, REILs, GPS, NDB SAME TYPE AERONAUTICAL SURVEY VERTICALLY GUIDED SAME VISIBILITY MINIMUMS 1 MILE SAME WIND COVERAGE FAA RUNWAY PROTECTION ZONE (RPZ) DIMENSIONS RUNWAY BASE LENGTH OUTER WIDTH EXIST FUT ' 500' 250' 2,500' 700' 700' 450' 500' 500' 250' 2,500' 700' 700' 450' RUNWAY RUNWAY SAFETY AREA () WIDTH LENGTH BEYOND RUNWAY END / 150' 300' 13/ 150' 300' / 120' 0' RUNWAY WIDTH LENGTH BEYOND RUNWAY END / 300' 00' RUNWAY OBJECT FREE AREA (RA) RUNWAY WIDTH LENGTH BEYOND RUNWAY END / 500' 300' 13/ 500' 300' / 250' 0' RUNWAY WIDTH LENGTH BEYOND RUNWAY END / 800' 00' RUNWAY OBSTACLE FREE ZONE (RZ) & RUNWAY WIDTH LENGTH BEYOND RUNWAY END / 400' 200' 13/ 400' 200' / 250' 200' TERPS DEPARTURE SURFACE RUNWAY BASE LENGTH OUTER WIDTH & / 10,200',4' 13/ 10,200',4' RUNWAY RUNWAY END COORDINATES LATITUDE LONGITUDE 42 3' 3.83" N 95 14'.89" W 42 ' 14.2" N 95 14' 25.9" W ' 12.70" N 95 14' 37.3" W 42 ' 51.85" N 95 14' 8.23" W 42 ' 54.71" N 95 14' 37.45" W 42 3' 2.74" N 95 14' 13.58" W 13 DISPLACED THRESHOLD 42 3'.57" N 95 14'.78" W RUNWAY LATITUDE LONGITUDE 42 34' 59.87" N 95 14'.19" W 42 ' 47.9" N 95 14' 2.80" W 13 DISPLACED THRESHOLD 42 3' 10.12" N 95 14' 33.7" W RUNWAY END STATION AND ELEVATION RUNWAY STATION ELEVATION ,479.' ,479.8' ,477.4' ,4.7' ,487.9' 9+2 1,49.9' 13 DISPLACED THRESHOLD ,47.7' RUNWAY STATION ELEVATION ,479.8' ,4.7' 13 DISPLACED THRESHOLD ,47.1' TOUCHDOWN ZONE (TDZ) LIMITS RUNWAY TDZ LIMITS STATION LOCATION ELEVATION TO ,484.0' TO ,484.0' TO ,477.2' 230+ TO ,477.2' TO ,49.9' 9+2 TO ,49.9' TO ,482.0' TO ,475.5' AIRPORT REFERENCE POINT (ARP) LATITUDE 42 ' 50.05" N 42 ' 44.72" N LONGITUDE 95 14' 2.40" W 95 14' 25.25" W DEVIATION FROM FAA DESIGN STANDARDS APPROVAL DATE CASE NUMBER MODIFICATION DESCRIPTION NONE REQUIRED OBSTACLE FREE ZONE (Z) OBJECT PENETRATIONS KEY DESCRIPTION PENETRATION ELEVATION NONE TAXIWAY/TAXILANE DATA TABLE TAXIWAY WIDTH ' SAME TAXIWAY SAFETY AREA WIDTH 79' SAME TAXIWAY OBJECT FREE AREA WIDTH 1' SAME TAXIWAY EDGE SAFETY MARGIN 7.5' SAME TAXIWAY SHOULDER WIDTH 15' SAME TAXILANE WIDTH ' SAME TAXILANE OBJECT FREE AREA WIDTH 5' SAME RUNWAY DATA TABLE RUNWAY 13/ RUNWAY / & 3,0' X 50' 3,00' X 50' 1,92' X 95' 0. SAME 0.99 UTILITY SAME UTILITY CONCRETE SAME TURF 4,000 LBS SWG SAME TURF MIRL SAME NONE VISUAL SAME CONES 20:1 34:1 20:1 VISUAL NON-PRECISION VISUAL C-II-5000 B-II-5000 AI-VIS CRITICAL AIRCRAFT DATA TABLE RUNWAY / ARC AIRCRAFT TYPE RUNWAY STRENGTH APPROACH SPEED C-II GULFSTREAM G150 45,000 LBS DWG; 25,000 LBS SWG < 141 KNOTS WINGSPAN 49' - < 79' TAIL HEIGHT 20' - < 30' ARC AIRCRAFT TYPE RUNWAY STRENGTH APPROACH SPEED B-II CESSNA CITATION V 45,000 LBS DWG; 25,000 LBS SWG 91 - < 121 KNOTS WINGSPAN 49' - < 79' TAIL HEIGHT 20' - < 30' ARC AIRCRAFT TYPE BEECHCRAFT SUPER KING AIR 300 RUNWAY STRENGTH APPROACH SPEED SAME RUNWAY 13/ RUNWAY / & B-II 20,000 LBS DWG; 15,000 LBS SWG 91 - < 121 KNOTS WINGSPAN < 49' TAIL HEIGHT < 20' DECLARED DISTANCES TAKEF RUN AVAILABLE (TORA) 5,002',500' TAKEF DISTANCE AVAILABLE (TODA) 5,002',500' ACCELERATE STOP DISTANCE AVAILABLE (ASDA) 5,002',500' LANDING DISTANCE AVAILABLE (LDA) 5,002',500' TAKEF RUN AVAILABLE (TORA) 3,0' 3,00' TAKEF DISTANCE AVAILABLE (TODA) 3,0' 3,00' ACCELERATE STOP DISTANCE AVAILABLE (ASDA) 3,0' 3,00' LANDING DISTANCE AVAILABLE (LDA) 13=2,870' =3,0' 13=3,225' =3,00' NONE NOT VERTICALLY GUIDED SAME NONE 1 MILE SAME VISUAL RUNWAY / RUNWAY 13/ RUNWAY / TAKEF RUN AVAILABLE (TORA) 1,92' 1,92' TAKEF DISTANCE AVAILABLE (TODA) 1,92' 1,92' ACCELERATE STOP DISTANCE AVAILABLE (ASDA) 1,92' 1,92' LANDING DISTANCE AVAILABLE (LDA) 1,92' 1,92' LEGEND: +U OOOOOOOOOOOO FENCE AIRPORT RUNWAY PROTECTION ZONE (RPZ) BUILDING RESTRICTION LINE (BRL) APPROACH SURFACE RUNWAY SAFETY AREA () OBSTACLE FREE ZONE (Z) OBJECT FREE AREA (A) APPROACH DEPARTURE SURFACE (APDS) AWOS CRITICAL AIRPORT REFERENCE POINT (ARP) 2 AIRPORT BEACON J Q õ É A AWOS BEACON PAPI REIL WIND CONE LEGEND: BUILDING AIRCRAFT PAVEMENT VEHICLE PAVEMENT RUNWAY PROTECTION ZONE (RPZ) BUILDING RESTRICTION LINE (BRL) APPROACH SURFACE RUNWAY SAFETY AREA () OBSTACLE FREE ZONE (Z) OBJECT FREE AREA (A) APPROACH DEPARTURE SURFACE (APDS) μ AIRPORT REFERENCE +U POINT (ARP) OOOOOOOOOOOO FENCE FEET ,200 1,800 MAGNETIC DECLINATION 2.0 7' E CHANGING BY 0.0 5'W/YR. MARCH 14, 201 SOURCE: NGDC DECLINATION EPOCH YEAR=2010 PROJECT NO: T DATE: APRIL 18, 201 AIRPORT LAYOUT PLAN DATE: JAN 18, 201

3 PROJECT NO: T DATE: APRIL 18, 201 DATE: JAN 18, ' 7:1 TRANSITIONAL SURFACE 1,988' 1,88' 1,721' 1,738' 1,788' 1,838' 1,888' 1,938' FAR PART 77 IMAGINARY SURFACES CONICAL SURFACE = 20:1 1,838' 5000 ' 1,88' 20:1 APPROACH SURFACE 1,38' 5000 ' 1,38' 20:1 APPROACH SURFACE ' CONICAL SURFACE = 20:1 HORIZONTAL SURFACE = 138' APPROACH ABOVE HORIZONTAL SURFACE 1,38' 1,88' APPROACH ABOVE CONICAL SURFACE 3 1,738' 1,788' 1,38' 50:1 APPROACH SURFACE 1,38' 1,988' 1,938' 1,888' 1,838' 1,788' 1,738' 1,721' 1,88' 1,38' 1,38' 13 1,38' 20:1 APPROACH SURFACE 20:1 APPROACH SURFACE 1,38' 1,38' 1,88' 1,38' 50:1 APPROACH SURFACE 1,38' 1,88' 1,738' 1,788' 1,838' μ FEET 0 2,500 5,000 7,500 MAGNETIC DECLINATION 0 28 E CHANGING BY 0 5 W/YR AUGUST 18, 2015 SOURCE: NGDC DECLINATION EPOCH YEAR: ,50' 1,00' 1,50' 1,00' 1,0' 1,50' 1,00' LEGEND APPROACH CONICAL HORIZONTAL PRIMARY 1,50' TRANSITIONAL APPROACH ABOVE HORIZONTAL SURFACE 1,00' FAA APPROACH SURFACE DIMENSIONS RUNWAY INNER WIDTH LENGTH OUTER WIDTH SLOPE 10,000' 4,000' 50:1 10,000' 4,000' 50: ' 5,000' 2,000' 20:1 500' 5,000' 2,000' 20:1 250' 5,000' 1,250' 20:1 250' 5,000' 1,250' 20:1 RUNWAY 1,50' 1,00' 50TH ST. 1,0' 0' 2,000' 3,000' 4,000' 5,000' 0' 0' 0' 0',000' 7,000' RUNWAY 2,000' 3,000' RUNWAY 2,000' 3,000' RUNWAY 13 2,000' RUNWAY 2,000' 8,000' 3,000' 3,000' 9,000' 4,000' 4,000' 4,000' 4,000' 5,000' 5,000' 5,000' 5,000' 10,000' 1,50' 1,00' 1,50' 1,00' 1,0' 1,50' 1,00' IA 0 CH C5 30TH ST. 80TH AVE. RUNWAY 1,50' 1,00' 0' 2,000' 3,000' 4,000' 5,000',000' 7,000' 8,000' 9,000' 1,50' 1,00' 1,50' 1,00' 1,0' 1,50' 1,00' 10,000' CH M43 90TH AVE. IA 0 CH C5 30TH ST. 20TH ST. 80TH AVE. CH M43 90TH AVE 0TH ST. 40TH ST. IA 0 CH C5 30TH ST.

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9 [ IA 0 IA 0 [ [ [ [ [ [ [ [ [ [ [ 40' TAXIWAY EXIST RUNWAY 13/ 3,0X50' S44 43' 51.38"E FUT ' PARALLEL TAXIWAY RA RA RA RA IA 0 CH C5 30th ST. WIND CONE 75 ' [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ 200 ' AIRPORT ACCESS ROAD FUT ' PARALLEL TAXIWAY 0 ' 250 ' EXIST RUNWAY / 1,92X95' N 42' 5.49"E [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ «34 «4 «5 «9 FUT AND EXIST VEHICLE PARKING CHAIN LINK FENCE 4' HIGH FUT TIE-DOWN AREA RZ RA RA RA RZ RZ 1,470' RA RZ GATE 390 ' «1 «2 «3 CHAIN LINK FENCE ' HIGH SLIDING GATE AIRPORT BEACON ELEV=1,475.' FUEL FACILITY (100LL & JET A) EXIST TIE-DOWN AREA 1,470' 25 ' 125 ' ««7 «8 0 ' 5 ' FUT APPRON «20 «21 25 ' 79 ' «22 «23 25 ' RZ RA RZ RA RZ RA CH C5 30th ST. RZ RA 84 ' ««12 «13 70 ' ««25 «2 «27 ' «14 «15 «1 «28 «29 «30 1 ' 5 ' ' ««18 «19 ««32 «33 10 ' [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ 1,40' LEGEND: AIRPORT RUNWAY PROTECTION ZONE (RPZ) RUNWAY SAFETY AREA () OBSTACLE FREE ZONE (Z) OBJECT FREE AREA (A) BUILDING RESTRICTION LINE (BRL) +U AIRPORT REFERENCE POINT (ARP) [ [ [ FENCE LEGEND: BUILDING [ [ [ FENCE VEHICLE PAVEMENT AIRCRAFT PAVEMENT BUILDING RESTRICTION LINE (BRL) TIE-DOWN BUILDING TABLE ID EST. TOP ELEV. DESCRIPTION DISPOSITION ' TERMINAL FICE TO REMAIN ' FBO FICE TO REMAIN 3 1,505' MAINTENANCE EQUIPMENT STORAGE TO REMAIN 4 1,493' 4-UNIT CAROUSEL HANGAR TO REMAIN 5 1,493' 4-UNIT CAROUSEL HANGAR TO REMAIN 1,494' -UNIT TEE HANGAR TO REMAIN 7 1,49' -UNIT NESTED TEE HANGAR TO REMAIN 8 1,497' -UNIT NESTED TEE HANGAR TO REMAIN 9 1,503' PRIVATE SINGLE UNIT HANGAR TO REMAIN 10 BUILDING TABLE ID EST. TOP ELEV. DESCRIPTION DISPOSITION 45' X 45' HANGAR TO BE CONSTRUCTED 12 45' X 45' HANGAR TO BE CONSTRUCTED 13 45' X 45' HANGAR TO BE CONSTRUCTED 14 0' X 0' HANGAR TO BE CONSTRUCTED 15 0' X 0' HANGAR TO BE CONSTRUCTED 1 0' X 0' HANGAR TO BE CONSTRUCTED 0' X 0' HANGAR TO BE CONSTRUCTED 18 0' X 0' HANGAR TO BE CONSTRUCTED 19 0' X 0' HANGAR TO BE CONSTRUCTED 20 80' X 80' HANGAR TO BE CONSTRUCTED 21 80' X 80' HANGAR TO BE CONSTRUCTED 22 50' X 50' HANGAR TO BE CONSTRUCTED 23 7' X 1' HANGAR TO BE CONSTRUCTED 45' X 45' HANGAR TO BE CONSTRUCTED 25 45' X 45' HANGAR TO BE CONSTRUCTED 2 45' X 45' HANGAR TO BE CONSTRUCTED 27 45' X 45' HANGAR TO BE CONSTRUCTED 28 0' X 0' HANGAR TO BE CONSTRUCTED 29 0' X 0' HANGAR TO BE CONSTRUCTED 30 0' X 0' HANGAR TO BE CONSTRUCTED 0' X 0' HANGAR TO BE CONSTRUCTED 32 0' X 0' HANGAR TO BE CONSTRUCTED 33 0' X 0' HANGAR TO BE CONSTRUCTED 34 50' X 50' BUILDING TO BE CONSTRUCTED μ FEET MAGNETIC DECLINATION 2.0 7' E CHANGING BY 0.0 5'W/YR. MARCH 14, 201 SOURCE: NGDC DECLINATION EPOCH YEAR=2010 PROJECT NO: T DATE: APRIL 18, 201 & BUILDING AREA PLAN DATE: JAN 18, 201

10 THE CHURCH JESUS CHRIST LATTER-DAY SAINTS _ CHURCH MO SYNOD GENEALOGICAL STORM LAKE METHODIST MANOR SOCIETY LIBRARY STORM LAKE CITY LIBRARY RETIREMENT BV COUNTY COMMUNITY SCHOOLS COMMUNITY STORM LAKE BUENA VISTA UNIVERSITY ST JOHN LUTHERAN CHURCH HARKER HOUSE PRESBYTERY PROSPECT HILL ST MARY'S ST MARY'S GRADE & MIDDLE SCHOOL HEAD START COMMUNITY SCHOOLS STATE IOWA PUBLIC SAFETY COMMUNICATIONS 2003 CODE ORDINANCES, BUENA VISTA COUNTY, IOWA 3rd ST. RUSSELL ST. MEADOW LN. PIERCE DR. ONIEDA ST. GENESEO ST. MAE ST. RUSSELL ST. IOWA ST. SHOREWAY RD. 4th ST. GRAND AVE. OTSEGO ST. HUDSON ST. HIGHWAY ST. 1st ST. SENECA ST. SUPERIOR ST. 1st ST. 4th ST. BAIR ST. COLLEGE AVE. IRVING ST. LAKE AVE. MICHIGAN ST. MALLARD AVE. PHEASANT AVE. SHORE DR. SOUTH RD. SOUTH COVE STONEY POINT RD. CH C5 30th ST. 40th ST. 0th AVE. 100th AVE. 0th ST. CASINO RD. 5th ST. CLOVER LN. PRAIRIE LN. LEONA DR. KELVIN RD. PROJECT NO: T DATE: APRIL 18, 201 DATE: JAN 18, 201 LAND USE LEGEND: PRIME AG A-1 LIMITED AG A-2 MOBILE HOME MH INDUSTRIAL I-1 RESIDENTIAL SINGLE FAMILY R-1 RESIDENTIAL MULTIFAMILY R-2 SE LEGEND: Airport Tall Structure Zoning.4 SECTION 4. Use Restrictions. Notwithstanding any other provisions of Section 4, no use may be made of land or water within the City of Storm Lake, Buena Vista County, or Sac County in such a manner as to interfere with the operation of any airborne aircraft. The following special requirements shall apply to each permitted use. A. All lights or illumination used in conjunction with street, parking signs or use of land and structures shall be arranged and operated in such a manner that is not misleading or dangerous to aircraft operating from the Storm Lake Municipal Airport or in the vicinity thereof. B. No operations from any use shall produce smoke, glare, or other visual hazards within three (3) statute miles of any usable runway of the Storm Lake Municipal Airport. C. No operations from any use in the City of Storm Lake, Buena Vista County or Sac County, shall produce electronic interference with navigation signals or radio communication between airport and aircraft INSTITUTIONS AIRPORT CITY STORM LAKE RUNWAY PROTECTION ZONE (RPZ) RUNWAY PROTECTION ZONE (RPZ) PRIMARY SURFACE B-RUNWAY APPROACH SURFACE C-TRANSITIONAL SURFACE D-HORIZONTAL SURFACE E-CONICAL SURFACE PRIMARY SURFACE B-RUNWAY APPROACH SURFACE C-TRANSITIONAL SURFACE D-HORIZONTAL SURFACE E-CONICAL SURFACE LAND USE & ZONING μ FEET 0 1,500 3,000 4,500 MAGNETIC DECLINATION 2.0 7' E CHANGING BY 0.0 5'W/YR. MARCH 14, 201 SOURCE: NGDC DECLINATION EPOCH YEAR= LAKE SHORE DR. DR. PARK CHAUTAUQUA BAY VIEW ST. DR. VISTA SCOTT ST. EMERALD DR. IA 0 W MARINA RD. 0 IA RUNWAY / 1,92X95' N 42' 5.49"E RUNWAY 13/ 3,30X50' S44 43' 51.38"E RUNWAY / 5,002'X75' S3 54'.48"E CH M43 90th AVE. 50th ST. WHITE CAP RD. 80th AVE. 20th ST. IA 0 CH C5 30th ST. CH C3 10th ST. 70th AVE. 40th ST. 0th ST. 0th AVE. IA 0 0th AVE. IA 0 0th AVE. CH C5 30th ST.

11 EXHIBIT "A" AIRPORT INVENTORY MAP PROJECT NO: T DATE: APRIL 18, 201 DATE: JAN 18, 201 RA 1 2 RUNWAY / 1,92X95' N 42' 5.49"E RUNWAY 13/ 3,30X50' S44 43' 51.38"E 3 RUNWAY / 5,002'X75' S3 54'.48"E E-1 E E-5 E-4 E-3 TABLE PARCEL TYPE INTEREST ACREAGE GRANTOR AIP/STATE PROJECT # ACQUISITION DATE CONVEYANCE INSTRUMENT NOTES 1 FEE FEE 4.28 /20/ FEE S FEE S FEE S 197 FEE FEE E-1 CLEAR ZONE EASEMENT E-2 CLEAR ZONE EASEMENT E-3 CLEAR ZONE EASEMENT E-4 CLEAR ZONE EASEMENT E-5 CLEAR ZONE EASEMENT TOTAL FEE: 9.28 TOTAL EASEMENT: TOTAL: LEGEND: LEGEND: AIRPORT 1 7 PARCELS 2 E-1 RUNWAY PROTECTION ZONE (RPZ) 3 E-2 BUILDING RESTRICTION LINE (BRL) 4 E-3 RUNWAY PROTECTION ZONE (RPZ) 5 E-4 BUILDING RESTRICTION LINE (BRL) E-5 μ FEET ,200 1,800 MAGNETIC DECLINATION 2.0 7' E CHANGING BY 0.0 5'W/YR. MARCH 14, 201 SOURCE: NGDC DECLINATION EPOCH YEAR=2010 STONEY POINT RD. CH C5 30th ST. 40th ST. CH M43 90th AVE. RA RA IA 0 0 IA RA RA RA RA RA RA RA RA 50th ST. RA RA 80th AVE. IA 0 CH C5 30th ST.