All KGCN Procedures (With Diagram)

Total Page:16

File Type:pdf, Size:1020Kb

All KGCN Procedures (With Diagram) 21168 GRAND CANYON NTL PARK (GCN) AIRPORT DIAGRAM AL-5381 (FAA) GRAND CANYON, ARIZONA ATIS 124.3 CANYON TOWER 119.0 35°58'N GND CON 121.9 D HS 1 PRIVATE FIELD PARKING ELEV 6609 21 A ° 1 . B 210 E N ° W 6 . 0 DO 1 % R .0 1 TERMINAL VA AIR CARRIER PARKING JANUARY 2020 ANNUAL RATE OF CHANGE C 6759 0.1° W SW-4, 07 OCT 2021 to 04 NOV GENERAL AVIATION PARKING D NON-MOVEMENT AREA 150 X P E TWR 8999 FIRE STATION 35°57'N P F SW-4, 07 OCT 2021 to 04 NOV ° .1 P P 030 U ELEV % .7 6533 0 3 G RWY 03-21 PCN 52 F/C/W/T S-88, D-108, 2D-160 CAUTION: BE ALERT TO RUNWAY CROSSING CLEARANCES. READBACK OF ALL RUNWAY HOLDING INSTRUCTIONS IS REQUIRED. 112°09'W 112°08'W GRAND CANYON, ARIZONA AIRPORT DIAGRAM GRAND CANYON NTL PARK (GCN) 21168 SW-4, 07 OCT 2021 to 04 NOV 2021 NOV 04 to 2021 OCT 07 SW-4, (PARKS4.PGS) PARKS FOUR DEPARTURE PARKS FOURDEPARTURE (PARKS4.PGS) ATIS TOP ALTITUDE: 124.3 ASSIGNED BY ATC GND CON 121.9 CANYON TOW ER 119.0 N LOS ANGELES CENTER GRAND CANYON 27APR17 111.65 GCN 124.85 319 .2 NCG 21224 ALBUQUERQUE CENTER Chan 53(Y) 128.45 298 .9 UNICOM GUCRU 122.95 .64' N 35°53 ' W 112°25.75 10000 R-239 3 MRA 10000 14 ° 273° 210 14 57 AL-5381 (FAA) -210 V208 10000 239° (57) GRAND CANYONNTLPARK GRAND CANYON NTLPARK R-058 TAKEOFF MINIMUMS 1 ' per NM to 7000. Rwy 21: 200-1 4 or standard with minimum climb of 335 PEACH SPRINGS GRAND CANYON,ARIZONA GRAND CANYON,ARIZONA 112.0 PGS Chan 57 T ' DEPARTURE ROUTE DESCRIPTION '-W 113°32.67 N35°37.48 L-8,H -4 TAKEOFF RUNW AY 21: Climb heading 210° until GCN 3 DME, then turn right heading 273° to intercept GCN R-239 to cross (GCN) (GCN) GUCRU/GCN 14 DME at or above 10000 then on V208-210 NOTE: D ME required. to PGS VOR/DME. Exp ect filed altitude 10 minutes after departure. NOTE: Chart not to scale. SW-4, 07 OCT 2021 to 04 NOV 2021 21280 HOT SPOTS An "airport surface hot spot" is a location on an aerodrome movement area with a history or potential risk of collision or runway incursion, and where heightened attention by pilots/drivers is necessary. A "hot spot" is a runway safety related problem area on an airport that presents increased risk during surface opera- tions. Typically it is a complex or confusing taxiway/taxiway or taxiway/runway intersection. The area of increased risk has either a history of or potential for runway incursions or surface incidents, due to a variety of causes, such as but not limited to: airport layout, traffic flow, airport marking, signage and lighting, situational awareness, and training. Hot spots are depicted on airport diagrams as open circles or polygons designated as "HS 1", "HS 2", etc. and tabulated in the list below with a brief description of each hot spot. Hot spots will remain charted on airport diagrams until such time the increased risk has been reduced or eliminated. CITY/AIRPORT HOT SPOT DESCRIPTION* CHANDLER, AZ CHANDLER MUNI (CHD) HS 1 Rwy 22R may be used as an alternate taxi route. GLENDALE, AZ GLENDALE MUNI (GEU) HS 1 Aircraft exiting rwy will enter Twy A to the ramp. GRAND CANYON, AZ GRAND CANYON NTL PARK (GCN) HS 1 Twy A and Twy B at the Rwy 21 end. LAS VEGAS, NV HENDERSON EXEC (HND) HS 1 Twy H, Twy G, and Rwy 17R. 07 OCT 2021 to 04 NOV HS 2 Twy E and ramp area. High volume of traffic. LAS VEGAS, NV HARRY REID INTL (LAS) HS 1 Rwy 01R-19L and Rwy 01L-19R, Twy U. HS 2 Rwy 01R-19L and Rwy 01L-19R, Twy Y. HS 3 Wrong rwy departure risk. Aircraft departing Rwy 08L are sometime confused with Rwy 01L. Verify rwy heading and alignment with proper rwy prior to departure. LAS VEGAS, NV NORTH LAS VEGAS (VGT) HS 1 Rwy hold lines at Twy G and Twy F in close proximity to edge of large paved area. HS 2 Rwy 12R, Twy G. HS 3 Rwy 12R, Twy A and Twy B. HS 4 Rwy 12L, Twy A. 07 OCT 2021 to 04 NOV MINDEN, NV MINDEN-TAHOE (MEV) HS 1 Complex int. HS 2 Frequent crossings for sailplane operations. OGDEN, UT OGDEN-HINCKLEY (OGD) HS 1 Confusing twy int in close proximity to rwy. PHOENIX, AZ PHOENIX DEER VALLEY (DVT) HS 1 Inadvertent Rwy 07R-25L crossings from Twy B5. HS 2 Inadvertent Rwy 07R-25L crossings from Twy B9. PHOENIX, AZ PHOENIX SKY HARBOR INTL (PHX) HS 1 Pilots sometimes mistake Twy F for Rwy 07L or Rwy 07R. HS 2 Pilots sometimes cross Rwy 07L-25R at Twy F8, Twy F9, or Twy F10, without authorization. HS 3 Aircraft taxiing from southern ramps have turned onto Rwy 25L when given instructions to cross Rwy 25L at Twy H3. PRESCOTT, AZ PRESCOTT RGNL - ERNEST A LOVE FLD (PRC) HS 1 Not visible from the twr. HS 2 Complex int. HS 3 Frequent rwy crossings. (SEE CONTINUATION PAGE FOR MORE LISTINGS) 21280 21168 HOT SPOTS (CONTINUED) CITY/AIRPORT HOT SPOT DESCRIPTION* PROVO, UT PROVO MUNI (PVU) HS 1 Twy A and Twy A4 close proximity to ramp and rwys. RENO, NV RENO/TAHOE INTL (RNO) HS 1 Wrong rwy ldg risk - Rwy 34L mistaken for Rwy 34R. HS 2 Twy C, ramp twy, and Rwy 16L-34R. SALT LAKE CITY, UT SALT LAKE CITY INTL (SLC) HS 1 Wrong Rwy Departure Risk. Hold lines for Rwy 32 and Rwy 35 are at the same location at Twy K1 and Twy M with short taxi distance to either rwy. HS 2 High risk of Rwy incursion at Rwy 14-32 on Twy Q due to short taxi distance between rwys. HS 3 Twy A4 or Twy A5 at Twy A or Twy B mistakenly enter Rwy 16R-34L. TUCSON, AZ RYAN FLD (RYN) HS 1 Rwy 33 and Rwy 06R, Twy B. TUCSON, AZ TUCSON INTL (TUS) HS 1 Rwy 29R and Rwy 29L. 07 OCT 2021 to 04 NOV HS 2 Rwy 11L and Rwy 11R apch areas. 07 OCT 2021 to 04 NOV *See appropriate Chart Supplement HOT SPOT table for additional information. 21168 GRAND CANYON, ARIZONA AL-5381 (FAA) 21224 Rwy Idg 8999 LOC I-GCN APP CRS ILS or LOC RWY 3 TDZE 6556 108.9 030° Apt Elev 6609 GRAND CANYON NTL PARK (GCN) T DME from GCN VOR/DME. Simultaneous reception MISSED APPROACH: Climb to 7000 then climbing left turn A of I-GCN and GCN DME required. to 9000 on heading 180° and on GCN VOR/DME R-204 DME required. direct CARMS/GCN 12 DME and hold. ATIS LOS ANGELES CENTER CANYON TOWER GND CON UNICOM 124.3 124.85 319.2 119.0 (CTAF) L 121.9 122.95 GRAND CANYON 6860 7469 111.65 GCNNCG Chan 53(Y) LOCALIZER 108.9 I 7650 (IAF) I-GCNG 9000 to CARMS NC AMERE 204° (12) 6691 GCN 12 39 R-2 7408 9 R-204 G 0 C 0 N 0 N HAPLY 1 o 2 P T ° GCN 6.2 A -214 8200 r LR ) c 030.8 SW-4, 07 OCT 2021 to 04 NOV 5 ( 7326 (IF/IAF) CARMS GCN 12 ° in ° m 0301 210 T P (IAF) o CN 2 N G 5 ° A N SAVRE S M ) M 030 .6 GCN 20.6 9000 8 ( 10500 DRK 59.6 080° ° 260° 210 R-349 9200 SW-4, 07 OCT 2021 to 04 NOV ° ) 8 . ELEV 6609 D TDZE 6556 6 349 ( 10000 BISOP DRK 52.8 114.1 DRK DME REQUIRED Chan 88 7000 9000 CARMS CARMS GCN 12 GCN 21 One Minute HAPLY GCN Holding Pattern hdg R-204 P GCN 12 180° N 6.2 W LOC only. DO 210° * % 9000 GCN .0 * 1 6759 030° 030 ° 2.3 GCN 50 1.2 1 X 8200 9 TWR GS 3.00° 899 TCH 58 P U 5.8 NM 3.9 NM 1.2 NM % .7 CATEGORY A B C D 0 3 3 3 S-ILS 3 6795-4 239 (200- 4 ) 1 1 S-LOC 3 6960-1 404 (400-1) 6960-18 404 (400-18 ) 030° 5.1 NM REIL Rwy 21 7140-1 7200-1 7280-2 7620-3 from FAF C CIRCLING L 531 (600-1) 591 (600-1) 671 (700-2) 1011 (1100-3) MIRL Rwy 3-21 GRAND CANYON, ARIZONA GRAND CANYON NTL PARK (GCN) Amdt 1 27APR17 35°57'N-112°09'W ILS or LOC RWY 3 GRAND CANYON, ARIZONA AL-5381 (FAA) 21168 WAAS Rwy Idg 8999 APP CRS CH86340 TDZE 6556 RNAV (GPS) RWY 3 030° W03A Apt Elev 6609 GRAND CANYON NTL PARK (GCN) T For uncompensated Baro-VNAV systems, LNAV/VNAV NA MISSED APPROACH: Climb to 7000 then climbing A below -12°C (11°F) or above 44°C (111°F). left turn to 9000 direct CARMS and hold. DME/DME RNP-0.3 NA. ATIS LOS ANGELES CENTER CANYON TOWER GND CON UNICOM 124.3 124.85 319.2 119.0 (CTAF) L 121.9 122.95 7469 6860 GRAND CANYON 6709 GCN 7650 RW03 9000 to CARMS 208° (12) (IAF) 7408 GUCRU 9000 119 N o (FAF) ( P 8 ° T .
Recommended publications
  • La Paz Transportation Planning Study
    LaLa PazPaz TTransportationransportation PlanningPlanning StudyStudy ExecutiveExecutive SummarySummary June 2010 TABLE OF CONTENTS Page PURPOSE .................................................................................................... 1 STUDY PROCESS.......................................................................................... 1 AGENCY COORDINATION AND PUBLIC INVOLVEMENT ................................... 3 ENVIRONMENTAL JUSTICE (TITLE VI) POPULATIONS...................................... 5 FUTURE GROWTH AREAS ............................................................................. 5 FUTURE ROAD AND TRAFFIC CONDITIONS .................................................... 8 FUTURE MULTIMODAL CONDITIONS............................................................12 FUTURE FREIGHT CONDITIONS....................................................................12 MULTIMODAL TRANSPORTATION PLAN .......................................................12 TRANSPORTATION VISION...........................................................................13 ALTERNATIVE ROAD NETWORK ANALYSIS...................................................13 RECOMMENDED ROAD PLAN ......................................................................21 RECOMMENDED MULTIMODAL ELEMENT....................................................27 RECOMMENDED FREIGHT ELEMENT............................................................30 IMPLEMENTATION .....................................................................................33 FUNDING SOURCES
    [Show full text]
  • Brenda SEZ Analysis: Draft PEIS
    1 8 AFFECTED ENVIRONMENT AND IMPACT ASSESSMENT FOR 2 PROPOSED SOLAR ENERGY ZONES IN ARIZONA 3 4 5 8.1 BRENDA 6 7 8 8.1.1 Background and Summary of Impacts 9 10 11 8.1.1.1 General Information 12 13 The proposed Brenda Solar Energy Zone (SEZ) is located in La Paz County in west- 14 central Arizona (Figure 8.1.1.1-1), 32 mi (52 km) east of the California border. The SEZ has a 15 total area of 3,878 acres (16 km2). In 2008, the county population was 20,005, while adjacent 16 Riverside County to the west in California had a population of 2,087,917. The towns of 17 Quartzsite and Salome in La Paz County are about 18 mi (29 km) west of, and 18 mi (29 km) 18 east of, the SEZ respectively. The Phoenix metropolitan area is approximately 100 mi (161 km) 19 to the east of the SEZ, and Los Angeles is approximately 230 mi (370 km) to the west. 20 21 The nearest major road access to the SEZ is via U.S. 60, which runs southwest to 22 northeast, along the southeast border of the Brenda SEZ. The nearest railroad stop is 11 mi 23 (18 km) away. The nearest airports serving the area are the Blythe and Parker (Avi Suquilla) 24 Airports, both approximately 50 mi (80 km) from the SEZ, and neither of which have scheduled 25 commercial passenger service. The Sky Harbor Airport in Phoenix is 125 mi (201 km) to the 26 east, and Yuma International Airport in Yuma is 104 mi (167 km) to the south, of the SEZ.
    [Show full text]
  • Request for Joint Petition to Amend to Delete TRANS-8
    DOCKETED Docket Number: 09-AFC-06C Project Title: Blythe Solar Power Project - Compliance TN #: 232709 Document Title: Request For Joint Petition To Amend to Delete TRANS-8 Description: N/A Filer: Scott Galati Organization: DayZenLLC Submitter Role: Applicant Representative Submission Date: 4/10/2020 10:58:28 AM Docketed Date: 4/10/2020 BLYTHE SOLAR POWER PROJECT REQUEST FOR JOINT PETITION To AMEND DELETION OF TRANS-8 Submitted by: NextEra Blythe Solar Energy Center, LLC Submitted to: California Energy Commission April 2020 Prepared by: Section 1 INTRODUCTION 1.1 BACKGROUND NextEra Blythe Solar Energy Center, LLC (Blythe Solar), a wholly owned subsidiary of NextEra Energy Resources LLC, is the current owner of the Blythe Solar Power Project (BSPP). Blythe Solar files this Request For a Joint Petition To Amend1 (Petition) to delete Condition of Certification TRANS-8 which requires that Blythe Solar provide an avigation easement executed by the Bureau of Land Management (BLM). BLM will not encumber its land with such an avigation easement, therefore making it a legal impossibility for Blythe Solar to comply with TRANS-8. As discussed in this Petition, TRANS-8 was included in the original and amended Final Decisions in order to ensure compliance with a provision requiring an avigation easement in the Riverside County Airport Land Use Commission Airport Master Plan (Airport Master Plan). The requirement was determined to be a Law, Ordinance, Regulation, or Standard (LORS) and was not included to mitigate any potential environmental impact. Further research definitely proves that the requirements of the Airport Master Plan are inapplicable to BLM land and therefore should not have been applied to the BSPP as a LORS.
    [Show full text]
  • Single Tenant Investment Opportunity
    1016 S. KOFA AVENUE, PARKER, ARIZONA SINGLE TENANT INVESTMENT OPPORTUNITY ACTUAL SITE EXCLUSIVELY MARKETED BY JOE SCHUCHERT FIRST VICE PRESIDENT 610 Newport Center Drive, Suite 1500 Newport Beach, CA 92660 M: 310.971.3116 [email protected] | CA License No. 01973172 JIM SCHUCHERT FIRST VICE PRESIDENT 610 Newport Center Drive, Suite 1500 Newport Beach, CA 92660 M: 310.971.3892 [email protected] | CA License No. 01969414 ED BEEH EVP & MARKET LEADER 3131 E. Camelback Road, Suite 110 Phoenix, AZ 85016 [email protected] | AZ License No. BR032807000 2 REPRESENTATIVE PHOTO / ACTUAL SITE SRS REAL ESTATE PARTNERS-WEST, LLC CONTENTS 4 7 INVESTMENT SUMMARY PROPERTY OVERVIEW OFFERING SUMMARY | INVESTMENT HIGHLIGHTS AERIALS | SITE PLAN | LOCATION MAP 17 19 AREA OVERVIEW FINANCIALS DEMOGRAPHICS RENT ROLL | BRAND PROFILE 3 ACTUAL SITE SRS REAL ESTATE PARTNERS-WEST, LLC INVESTMENT SUMMARY SRS is pleased to present the opportunity to acquire the fee simple interest (land and building ownership) in a Family Dollar property located in Parker, Arizona. In 2003, the building was remodeled for Family Dollar and in September 2018 Family Dollar extended the lease for an additional 10 years through December 31, 2028. The lease has three (3) – five (5) year options at 10% rental increases. The NN+ lease has minimal landlord responsibilities that are limited to structure & roof repairs in excess of $2,000 in any lease year. Family Dollar is responsible for the parking lot and HVAC Units. In addition Family Dollar is responsible for roof repairs until the aggregate costs equal $2,000 in any lease year. The lease is guaranteed by Dollar Tree, Inc.
    [Show full text]
  • Docket 09-Afc- 6 State of California Date Jul 12 2010
    DOCKET 09-AFC-6 STATE OF CALIFORNIA DATE JUL 12 2010 Energy Resources Conservation RECD. JUL 12 2010 And Development Commission In the Matter of: Docket No. 09-AFC-6 Application for Certification For the Blythe Solar Power Project Palo Verde Solar, LLC Energy Commission Staff’s Supplemental Staff Assessment Part 2 Please find attached the following outstanding items: Air Quality – Supplemental Testimony and Declaration of Will Walters incorporating the Mojave Desert Air Quality Management District’s Final Determination of Compliance. Traffic and Transportation, Aviation Assessment – Testimony of Marie McLean, James Jewell, Clifford Ho, Mark Johnson, and Will Walters. Resumes of James Jewell, Clifford Ho and Mark Johnson. Blythe Airport Risk Assessment, Supplemental Testimony of Dr. Alvin Greenberg. DATED: July 12, 2010 Respectfully submitted, /s/ Lisa M. DeCarlo_________ LISA M. DECARLO Senior Staff Counsel California Energy Commission 1516 9th Street, MS-14 Sacramento, CA 95817 Ph: (916) 654-5195 e-mail: [email protected] AIR QUALITY Supplemental Testimony of William Walters, P.E. INTRODUCTION This second Supplemental Staff Assessment (SSA) for air quality presents changes to the Mojave Desert Air Quality Management District (District) Conditions of Certification (CoCs) based on changes contained in the Districts Final Determination of Compliance (FDOC), but does not impact the staff’s findings as presented in the Revised Staff Assessment. The revisions to the District conditions are shown below in underline/strikeout1. The District completed the FDOC for the project on July 8, 2010, which has addressed consistency issues with the conditions for the HTF piping system among other issues (MDAQMD 2010c). These revisions do not change the District’s or staff’s findings regarding compliance with Laws, Ordinances, Regulations and Standards (LORS).
    [Show full text]
  • LAND USE This Chapter Deals with Compatible Land Use
    This page intentionally left blank. Avi Suquilla Airport Master Plan Update 5. AIRPORT LAND USE This chapter deals with compatible land use. It seeks to establish land use patterns on airport property that promote the efficient operation and financial self-sufficiency of the airport while ensuring compatibility with the surrounding community. Off-airport land use planning involves coordinating with surrounding jurisdictions to ensure compatible development on land the airport does not control. This includes coordinating with adjacent communities on their growth plans and continuation of safety and noise overlay zoning that serves to protect the long-term viability of the airport. Land use compatibility refers to a pattern of land uses around the airport which will be most compatible with activities on the airport. The two primary concerns for land use compatibility are maintaining operationally safe and obstruction free approaches and minimizing impacts due to aircraft noise. Ensuring compatible land use is a condition of the grant assurances when accepting federal Airport Improvement Program grants. The applicable grant assurances are as follows: Compatible Land Use: It (the airport sponsor) will take appropriate action, including the adoption of zoning laws, to the extent reasonable, to restrict the use of land adjacent to or in the immediate vicinity of the airport to activities and purposes compatible with normal airport operations, including landing and takeoff of aircraft. In addition, if the project is for noise compatibility program implementation, it will not cause or permit any change in land use, within its jurisdiction, that will reduce its compatibility, with respect to the airport, of the noise compatibility measures upon which federal funds have been expended.
    [Show full text]
  • Region 9 Tribal Underground Storage Tank Sites
    AltFacilityID TankID TankStatusDesc SubstanceDesc OverfillInstalled SpillInstalled AGUA001 1 Permanently Out of Use Used Oil FALSE FALSE AGUA002 1 Permanently Out of Use Gasoline FALSE FALSE AGUA002 2 Permanently Out of Use Diesel FALSE FALSE AGUA002 3 Permanently Out of Use Gasoline FALSE FALSE AGUA002 4 Permanently Out of Use Used Oil FALSE FALSE AGUA003 1 Permanently Out of Use Used Oil FALSE FALSE AGUA003 2 Permanently Out of Use Gasoline FALSE TRUE AGUA004 1 Currently In Use Gasoline TRUE TRUE AGUA004 2 Currently In Use Gasoline TRUE TRUE AGUA004 3 Currently In Use Gasoline TRUE TRUE AGUA004 4 Currently In Use Diesel TRUE TRUE AGUA005 1 Permanently Out of Use Gasoline FALSE FALSE AGUA005 2 Permanently Out of Use Diesel FALSE FALSE AGUA006 1 Permanently Out of Use Used Oil TRUE TRUE AGUA006 2 Permanently Out of Use Gasoline TRUE TRUE AGUA006 3 Permanently Out of Use Gasoline TRUE TRUE AGUA006 4 Permanently Out of Use Gasoline TRUE TRUE AGUA007 1 Permanently Out of Use Diesel FALSE FALSE AGUA008 1 Permanently Out of Use Gasoline TRUE TRUE AGUA008 2 Permanently Out of Use Diesel TRUE TRUE AGUA009 1 Permanently Out of Use Gasoline FALSE FALSE AGUA010 1 Currently In Use Used Oil TRUE TRUE AGUA010 2 Currently In Use Gasoline TRUE TRUE AGUA010 3 Currently In Use Gasoline TRUE TRUE AGUA010 4 Currently In Use Gasoline TRUE TRUE AGUA010 5 Currently In Use Gasoline TRUE TRUE AGUA011 1 Permanently Out of Use Diesel TRUE TRUE AGUA011 2 Currently In Use Diesel TRUE TRUE AGUA012 1 Permanently Out of Use Diesel FALSE FALSE AGUA012 2 Permanently
    [Show full text]
  • Inventory of Existing Conditions
    This page intentionally left blank. Avi Suquilla Airport Master Plan Update 1. INVENTORY OF EXISTING CONDITIONS 1.1. Introduction The purpose of this Airport Master Plan Update is to present guidelines for development of the Avi Suquilla Airport to meet the needs of the Colorado River Indian Tribes (CRIT), the City of Parker, La Paz County and the surrounding trade area over the next 20 year period. Forecasts of aviation demand will provide the basis for recommended future physical development of airport facilities, including terminal development, instrument approach minimum improvements, future land needs, access requirements, and other infrastructure requirements for 5, 10, and 20 year planning periods. Economic feasibility, funding mechanisms, and timing of proposed developments will be reviewed so that the recommendations are economically practical. Environmental conditions will be documented and considered in the identification and analysis of airport development alternatives. An inventory of present airport facilities, usage, and local economic factors, along with input from airport users, will provide the necessary data and information required to forecast aviation activity and existing and future facilities requirements. Alternatives Development and Evaluation, Chapter 4, will identify and evaluate alternatives for meeting existing and future facilities requirements. Recommended development alternatives will be selected in Chapter 4. The existing airport layout plan drawings will be updated to show the recommended development alternatives in accordance with current FAA criteria. The latest Avi Suquilla Airport Master Plan was completed in April 1997. Numerous changes have occurred at the Airport since completion of the 1997 Master Plan. Major changes include the construction of a relocated Runway 1-19 and connecting taxiways, apron expansion, drainage improvements, and installation of security fencing surrounding airport property.
    [Show full text]
  • National Transportation Safety Board Aviation Accident Final Report
    National Transportation Safety Board Aviation Accident Final Report Location: EAGLE MOUNTAIN, CA Accident Number: LAX93FA149 Date & Time: 03/11/1993, 2020 PST Registration: N2656N Aircraft: CESSNA 421C Aircraft Damage: Destroyed Defining Event: Injuries: 3 Fatal Flight Conducted Under: Part 91: General Aviation - Positioning Analysis A CESSNA 421 CRASHED AFTER AN INFLIGHT BREAKUP. INVESTIGATION DISCLOSED THAT THE LEFT OUTBOARD PORTION OF THE ELEVATOR ASSEMBLY (INCLUDING THE BALANCE WEIGHT) SEPARATED FIRST, RESULTING IN EMPENNAGE FLUTTER & SUBSEQUENT IN-FLIGHT BREAKUP OF THE EMPENNAGE. THE LEFT ELEVATOR OUTBOARD HINGE & SUPPORT STRUCTURE EXHIBITED EVIDENCE OF HINGE OVERTRAVEL. THE LEFT HORIZONTAL STABILIZER FRONT SPAR HAD FAILED DOWNWARD; RIVETS THAT ATTACHED THE LEFT OUTBOARD HINGE TO THE REAR SPAR OF THE LEFT STABILIZER HAD SHEARED; AND THE LEFT ELEVATOR CENTER HINGE HAD BEEN PULLED OFF THE REAR SPAR. ABOUT 100 FLIGHT HOURS BEFORE THE ACCIDENT, MAINTENANCE WAS PERFORMED TO REPAIR THE LEFT ELEVATOR BALANCE WEIGHT (WHICH WAS LOOSE) & TO REPAIR A DAMAGED STIFFENER IN THE CENTER STRUCTURE OF THE HORIZONTAL STABILIZER. HOWEVER, WHEN EXAMINED AFTER THE ACCIDENT, THE BALANCE WEIGHT WAS TIGHT & THE REPAIR TO THE STIFFENER WAS INTACT. Probable Cause and Findings The National Transportation Safety Board determines the probable cause(s) of this accident to be: FAILURE OF THE LEFT ELEVATOR FOR UNDETERMINED REASON(S), WHICH RESULTED IN FLUTTER AND FAILURE OF THE EMPENNAGE, AND SUBSEQUENT UNCONTROLLED COLLISION WITH THE TERRAIN. Page 1 of 9 Findings Occurrence #1: AIRFRAME/COMPONENT/SYSTEM FAILURE/MALFUNCTION Phase of Operation: CLIMB - TO CRUISE Findings 1. (C) FLIGHT CONTROL,ELEVATOR - UNDETERMINED 2. FLIGHT CONTROL,ELEVATOR ATTACHMENT - OVERLOAD 3. (C) STABILIZER - FLUTTER 4.
    [Show full text]
  • KFLG Procedures
    20086 FLAGSTAFF PULLIAM (FLG) AIRPORT DIAGRAM AL-5034 (FAA) FLAGSTAFF, ARIZONA ATIS 125.8 FLAGSTAFF TOWER 134.55 239.25 GND CON 121.9 D BLAST PAD 200 X 190 35°09'N A 1 1 2 ELEV 6996 A ° .9 E 210 ° 3 . 10 R A VA 2 A SW-4, 07 OCT 2021 to 04 NOV JANUARY 2020 ANNUAL RATE OF CHANGE 0.1° W A 3 TWR 7069 A FIRE 4 RWY 03-21 STATION PCN 37 F/D/W/T A S-30, D-95, 2D-140 TERMINAL A 5 0 5 1 X 8800 HANGARS A 6 SW-4, 07 OCT 2021 to 04 NOV FBO A 7081 7 A A 8 35°08'N A ° .9 A 030 9 FIELD 3 ELEV ELEV 7015 BLAST PAD 7014 200 X 190 CAUTION: BE ALERT TO RUNWAY CROSSING CLEARANCES. READBACK OF ALL RUNWAY HOLDING INSTRUCTIONS IS REQUIRED. 111°41'W 111°40'W FLAGSTAFF, ARIZONA AIRPORT DIAGRAM FLAGSTAFF PULLIAM (FLG) 20086 (FLG1.OATES)17341 FLAGSTAFF PULLIAM (FLG) AL-5034 (FAA) FLAGSTAFF ONE DEPARTURE FLAGSTAFF, ARIZONA ATIS TOP ALTITUDE: 125.8 12000 PHOENIX DEP CON 126.375 236.775 FLAGSTAFF TOWER 134.55 (CTAF) 239.25 FLAGSTAFF GND CON 113.85 FLG 72 121.9 1 - Chan 85(Y) R TAKEOFF MINIMUMS ° Rwys 3, 21: Standard. 207 146 ° SW-4, 07 OCT 2021 to 04 NOV ° 2 7 1 7 . 16 OATES DRAKE N34°52.21' 114.1 DRK W111°42.56' Chan 88 L-8 61 R-0 10500 SW-4, 07 OCT 2021 to 04 NOV NOTE: Chart not to scale.
    [Show full text]
  • AIRPORT MASTER PLAN UPDATE Avi Suquilla Airport the Colorado
    AIRPORT MASTER PLAN UPDATE (May 2016 Addendum No. 1) Avi Suquilla Airport Parker, Arizona Prepared For The Colorado River Indian Tribes May 2016 FAA ALP Drawing Approval Prepared By 3302 East Harbor Drive Phoenix, Arizona 85034 “The contents of this plan do not necessarily reflect the official views or policy of the FAA or ADOT Multimodal Planning Division (MPD). Acceptance of this document by the FAA and ADOT MPD does not in any way constitute a commitment on the part of the United States or the State of Arizona to participate in any development depicted herein nor does it indicate that the proposed development is environmentally acceptable in accordance with applicable public laws.” Avi Suquilla Master Plan-TOC Title Page This page intentionally left blank. Avi Suquilla Master Plan-TOC Title Page Avi Suquilla Airport Master Plan Update A1. ADDENDUM No. 1 – FAA APPROVAL AIRPORT LAYOUT PLAN DRAWINGS A1.1 INTRODUCTION Review comments from the FAA addressing the Final Draft of the Master Plan Update and the Airport Layout Plan (ALP) drawing set were received on December 10, 2015. No comments were received from the Arizona Department of Transportation. The FAA did not have any comments on the Master Plan Narrative. The FAA had 16 comments that suggested revisions to the ALP drawing set which were addressed by the Master Plan Team (Airport Management and Master Plan Consultant). A1.2 ADDENDUM HISTORY Addendum No. 1 revised the following in the Master Plan Update Report: • Cover and Title Page – added Addendum No. 1 and date of addendum • Revised Table of Contents – included Addendum No.
    [Show full text]
  • La Paz County Multi-Jurisdictional Hazard Mitigation Plan
    2017 La Paz County Multi-Jurisdictional Hazard Mitigation Plan Developed by: La Paz County Town of Parker Town of Quartzsite LA PAZ COUNTY MULTI-JURISDICTIONAL HAZARD MITIGATION PLAN 2017 LA PAZ COUNTY MULTI-JURISDICTIONAL HAZARD MITIGATION PLAN 2017 TABLE OF CONTENTS SECTION 1: INTRODUCTION ................................................................................................................. 1 1.1 Purpose .............................................................................................................................. 1 1.2 Background and Scope ..................................................................................................... 1 1.3 Plan Organization ............................................................................................................. 2 SECTION 2: COMMUNITY DESCRIPTION .............................................................................................. 3 2.1 General ............................................................................................................................... 3 2.2 County Overview .............................................................................................................. 3 2.3 Jurisdictional Overviews ................................................................................................ 10 2.3.1 Parker ......................................................................................................................... 10 2.3.2 Quartzsite ..................................................................................................................
    [Show full text]