|
|
K38FW from 11/16/2001 |
|
|
||||||||||||||||
|
|
Status: STA – Special Temporary Authority Application Accepted: 05/02/2019 STA Expires: 10/01/2030 File Number: 0000072319 FCC Website Links: LMS Facility Details This Application Other K24NS-D Applications Including Superseded Applications Service Contour - Open Street Map or USGS Map (74 dBu) Service Contour - KML / Google Earth (74 dBu) Rabbit Ears Info Search for K24NS-D Site Location: 38-57-35.0 N 119-56-24.0 W (NAD 83) Site Location: 38-57-35.3 N 119-56-20.3 W (Converted to NAD 27) ERP: 10.1 kW Polarization: Horizontally polarized R/C AGL: 72 m (236 ft.) R/C AMSL: 1987.4 m (6520 ft.) Site Elevation: 1915.4 m. (6284 ft.) Height Overall*: 77.1 m (253 ft.) (* As Filed In This Application, may differ from ASR Data, Below.) Directional Antenna - Antenna Make/Model: SBP UPSL-2 Antenna ID: 102640 Polarization: Horizontally polarized | ||||||||||||||||||
| Antenna Data for Antenna Id: 102640 K24NS-D TX File: -0000072319 SBP - UPSL-2 Service: TX Standard Pattern: Y Pattern and Field Values Include a 215° Clockwise Rotation |  | ||||||||||||||||||
| Azimuth | Ratio | Azimuth | Ratio | Azimuth | Ratio | Azimuth | Ratio | ||||||||||||
| 5 | 0.001 | 15 | 0.001 | 25 | 0.001 | 35 | 0.001 | ||||||||||||
| 45 | 0.001 | 55 | 0.001 | 65 | 0.001 | 75 | 0.001 | ||||||||||||
| 85 | 0.001 | 95 | 0.001 | 105 | 0.001 | 115 | 0.001 | ||||||||||||
| 125 | 0.001 | 135 | 0.048 | 145 | 0.190 | 155 | 0.280 | ||||||||||||
| 165 | 0.410 | 175 | 0.550 | 185 | 0.710 | 195 | 0.880 | ||||||||||||
| 205 | 0.917 | 215 | 1.000 | 225 | 0.917 | 235 | 0.880 | ||||||||||||
| 245 | 0.710 | 255 | 0.550 | 265 | 0.410 | 275 | 0.280 | ||||||||||||
| 285 | 0.190 | 295 | 0.048 | 305 | 0.001 | 315 | 0.001 | ||||||||||||
| 325 | 0.001 | 335 | 0.001 | 345 | 0.001 | 355 | 0.001 | ||||||||||||
Structure Registration Number 1042810 Structure Type: BPOLE Registered To: HARRAH'S OPERATING COMPANY, INC. DBA = HARRAH'S CASINO, HOTEL-LAKE TAH Structure Address: 15 Highway 50 Stateline, NV County Name: Douglas County ASR Issued: 03/31/2003 Date Built: 01/01/1977 Site Elevation: 1915.4 m (6284 ft.) Structure Height: 68 m (223 ft.) Height Overall: 77.1 m (253 ft.) Overall Height AMSL: 1992.5 m (6537 ft.) FAA Determination: 04/06/1998 FAA Study #: 98-AWP-1144-OE Paint & Light FAA Chapters: None 38-57-35.0 N 119-56-24.0 W (NAD 83) 38-57-35.3 N 119-56-20.3 W (Converted to NAD 27) |
1600 Pearl Street Suite 300 Boulder, CO 80302 Phone: 855-688-0567 Limited Liability Company | Title: Managing Member Date: 05/02/2019 Application Certifier RSN West, LLC RSN West, LLC PO Box 7528 Portland, ME 04112 Applicant W. Jeffrey Reynolds Reynolds Du Treil, Lundin & Rackley, Inc. 3135 Southgate Circle Sarasota, FL 34239 David D. Oxenford D. Oxenford Wilkinson Barker Knauer, LLP 1800 M Street, NW Suite 800 N Washington, DC 20036 | |||||||||||||||||