Webster City Municipal Airport (EBS)

EBS
Webster City Municipal Airport (EBS)
Webster City, IA
Location & QuickFacts
FAA Information Effective 2013-12-12
Airport Identifier EBS
Airport Status Operational
Longitude/Latitude 093-52-08.2813W/42-26-11.0887N
-93.868967/42.436414 (Estimated)
Elevation 1121 ft / 341.68 m (Surveyed)
Land 181 acres
From nearest city 3 nautical miles SW of Webster City, IA
Location Hamilton County, IA
Magnetic Variation 03E (1995)
Owner & Manager
Ownership Publicly owned
Owner City Of Webster City
Address 400 2nd St.
Webster City, IA 50595-0217
Phone number 515-832-5701
Manager Ralph Storm
Address 1524 - 240th St
Webster City, IA 50595
Phone number 515-832-3723
Airport Operations and Facilities
Airport Use Open to public
Wind indicator Yes
Segmented Circle No
Control Tower No
Lighting Schedule SEE RMK
Beacon Color Clear-Green (lighted land airport)
Landing fee charge No
Sectional chart Omaha
Region ACE - Central
Boundary ARTCC ZMP - Minneapolis
Tie-in FSS FOD - Fort Dodge
FSS on Airport No
FSS Toll Free 1-800-WX-BRIEF
NOTAMs Facility EBS (NOTAM-d service available)
Federal Agreements NY1
Airport Communications
CTAF 122.800 MHz
UNICOM 122.800 MHz
Airport Services
Fuel types 100LLA
Airframe repair MAJOR
Power plant repair MAJOR
Bottled oxygen NONE
Bulk oxygen NONE
Transient storage HGR,TIE
Other services AGRI,CHTR,INSTR,RNTL,SALES
Runway Information
Runway 05/23
Dimensions 2663 x 90 ft (812 x 27 m)
Surface TURF-F
05 23
Alignment 49° 127°
Physical elevation 1119.00 ft 1108.00 ft
Coordinates 42.434800N / 93.873037W 42.439559N / 93.865555W
Traffic pattern Left Left
Runway marking
*05/23 THRS & EDGES MARKED WITH CONES.
Runway 14/32
Dimensions 3851 x 75 ft (1174 x 23 m)
Surface CONC-G
14 32
Alignment 127° 127°
Physical elevation 1106.00 ft 1121.00 ft
Coordinates 42.440157N / 93.872934W 42.431611N / 93.864546W
Traffic pattern Left Left
Runway marking Non-precision instrument , Fair Condition Non-precision instrument , Fair Condition
VGSI 2-light PAPI on left 2-light PAPI on left
REIL Yes Yes
Remarks
  • CONDL-PRVD THE APCH TO EACH RWY IS MAINTAINED FOR A MINIMUM 20:1 GLIDE SLOPE AND THE TRANSITIONAL SURFACE BE MAINTAINED FOR A 7:1 SLOPE.