Module 2

Front 1

Extends 200' beyond each end of the runway with widths between 250' for visual runways and 1000' for precision runways

Back 1

Primary Surface

Front 2

Extends 150' above the runway and forms an oval extending up to 10k feet from each end of the primary surface

Back 2

Horizontal Surface

Front 3

Extends at a slope of 20:1 from the edge of the horizontal surface for a distance of 4k feet

Back 3

Conical surface

Front 4

Centered on the runway and extends outward and upward from each end of the primary surface at a 20:1 slope for 5k feet from visual runways to a 50:1 slope for 10k feet and an additional 40k feet at a slope of 40:1 for precision runways.

Back 4

Approach Surface

Front 5

Extends outward and upward at right angles to the runway at a slope of 7:1 from the sides of the primary surface

Back 5

Traditional Surface

Front 6

Trapezoidal shaped area off runway ends beginning 200 ft from end of a runway area

Back 6

Runway Protection Zone (RPZ)

Front 7

Ground area centered on runway, taxiway, or taxi lane centerline

Back 7

Object Free Area (OFA)

Front 8

Trapezoidal shaped area off runway ends beginning 200 ft from end of a runway area

Back 8

Runway Protection Zone (RPZ)

Front 9

Ground surface areas around runway

Back 9

Runway Safety Area (RSA)

Front 10

Airspace above runway elevation extending 200 ft beyond each runway end.

Back 10

Object Free Zone

Front 11

Airspace above runway elevation extending 200 ft beyond each runway end.

Back 11

Object Free Zone

Front 12

Line shown on airport layout plan identifying suitable building area locations

Back 12

Building Restriction Line (BRL)

Front 13

Safety distance used when insufficient physical area is available

Back 13

Declared Distances

Front 14

Airspace above runway elevation extending 200 ft beyond each runway end.

Back 14

Object Free Zone

Front 15

Safety distance used when insufficient physical area is available

Back 15

Declared Distances

Front 16

Two colored lights mounted side by side on ramp

Back 16

Azimuth Guidance for Noise in Stands (AGNIS)

Front 17

Airspace above runway elevation extending 200 ft beyond each runway end.

Back 17

Object Free Zone

Front 18

Line shown on airport layout plan identifying suitable building area locations

Back 18

Building Restriction Line (BRL)

Front 19

Safety distance used when insufficient physical area is available

Back 19

Declared Distances

Front 20

Two colored lights mounted side by side on ramp

Back 20

Azimuth Guidance for Noise in Stands (AGNIS)

Front 21

Surface painted parking markings for aircraft

Back 21

Parallax Aircraft Parking Aids

Front 22

Granddaddy of environmental law

Back 22

National Environmental Policy Act (NEPA) (1969)

Front 23

No significant environmental impact outcome

Back 23

FONSI (Finding of No significant Impact)

Front 24

Largest and most complex outcome of environmental action required

Back 24

Environmental Impact Statement

Front 25

Noise plans and equipment are exempt from environmental action because of

Back 25

Categorical Exclusion

Front 26

When EIS is required, airport must file this with FAA

Back 26

Notice of Intent (NOI)

Front 27

Key to maintaining environmental compliance

Back 27

Audits

Front 28

Examples of Best Management Practices for environmental

Back 28

Good Housekeeping

Inspections

Preventative Maintenance Program

Spill Prevention and Response

Personnel training and awareness

Record keeping and internal reporting system

Front 29

Established federal standards to protect nation's air quality and public health.

Back 29

Clean Air Act (1970)

Front 30

Most prolific source of water pollution at airports

Back 30

Storm Water

Front 31

Protected by requirement that Certified Applicator may apply pesticides

Back 31

Ground water

Front 32

Required by GA 29

Back 32

Keep ALP updated

Front 33

Whats in an ALP

Back 33

Narrative and these sketches:

Cover Sheet,

Airport Layout Drawing (ALP Sheet),

Airport Airspace Drawing,

Inner Portion of the Approach Surface Drawing

Terminal Area Drawing

Land Use Drawing

Runway Departure Surfaces Drawing

Airport Property Map (Exhibit A)

Front 34

How often ALPs should be reviewed and validated

Back 34

2 to 7 yrs

Front 35

Required by FAA in regards to keeping FAA informed of development

Back 35

Property lines, location and nature of all existing and proposed facilities, location of all existing and proposed non-aviation areas

Front 36

On ALP, it includes signature blocks, airport location maps, other data

Back 36

Cover sheet

Front 37

All items of proposed development requiring environment processing have been completed

Back 37

Unconditional -

Front 38

Environmental processing hasn't been completed

Back 38

Conditional approval

Front 39

Some near-term projects depicted on ALP have been complete

Back 39

Mixed approval

Front 40

Definition of near term approval

Back 40

ripe for decision

Front 41

NPIAS plan is this long and updated this often

Back 41

5 year plan, updated 2 years

Front 42

How projects are listed in NPIAS

Back 42

Purpose, physical component, type of work

Front 43

Phases of Master Plan

Back 43

Pre-planning, public input, environmental consideration, existing conditions, aviation forecasts, facility requirements, alternatives to development, airport layout plan, facilities implementation plan, financial feasability

Front 44

Reports intended to be produced by master plan

Back 44

Technical report containing analyses conducted in development phase.

Summary report that brings together the facts, conclusions, recommendations for public review

Front 45

Master plan approval vs acceptance

Back 45

FAA accepts master plans but doesn't approve them. FAA approves the forecast and layout plan.

Front 46

Guides to selecting Airport consultants published by

Back 46

Airport Consultants Council (ACC)

Front 47

Act that governs consultant selection process

Back 47

Brooks Act

Front 48

In plans, historical review of airport and facilities, structures, navaids, land use, activity

Back 48

Existing conditions and issues (inventory)

Front 49

Required forecasts in planning

Back 49

Operations

Passengers (annual)

Based Aircraft

Front 50

Local operation

Back 50

within 20 miles of tower

Front 51

Interrant operation

Back 51

other than local

Front 52

Design Hour Demand

Back 52

Peak hour of the average day of the peak month

Front 53

Part of master plan that recommends what projects to put in capital improvement plan (CIP)

Back 53

Facilities Implementation Plan

Front 54

Substantial Use (aircraft operations)

Back 54

Either At least 500 or more annual itinerant operations or the largest scheduled commercial aircraft

Front 55

Signifies the design standards to which a runway is to be build

Back 55

Runway Design Code (RDC). Uses approach speed, wingspan and tail height, visibility

Front 56

Design Aircraft

Back 56

aircraft(s) specified in planning for standards on taxiway and runway development. Combination of AAC,ADF,TDG. Design aircraft selected for each runway

Front 57

Aircraft Approach Category

Back 57

A-E 91,91-121,121-141,141-166,166+

Front 58

Airplane Design Group

Back 58

Wingspan/Tail Height (I-VI) (<20,20-30,30-45,45-60,60-66,66-80) (<49,49-79,79-118,118-171,171-214,214-262)

Front 59

Highest runway design code minus visibility component

Back 59

Airport Reference Code (ARC)

Front 60

Single runway airports in VFR number of max operations

Back 60

99

Front 61

Single runway airports in IFR max number of operations

Back 61

42-53

Front 62

Less than 2,500 separation between runway approaches

Back 62

close parallel

Front 63

between 2,500 and 4,300 ft approach separation

Back 63

intermediate parallel

Front 64

more than 4,300 ft approach separation

Back 64

far parallel

Front 65

more than 4,300 feet between pair of runways

Back 65

dual lane

Front 66

intermediate parallel approaches

Back 66

between 2,500 and 4,300 ft separation

Front 67

Grade percentage for water runoff on runways and shoulders

Back 67

1-1.5 percent for runways, 1-5 pct for shoulders

Front 68

Compsied of runway, taxiway and the surrounding surfaces and are prepared for the excursion of aircraft

Back 68

Runway Safety Area (RSA)

Front 69

Runway safety area dimensions

Back 69

Width: 120-500 feet depending on ADG for runways. 49-262 for taxiways. From each end of runway it varies on runway category.

Front 70

Objects in RSA

Back 70

Must be on frangible couplings (break away points)

Front 71

Trapezoidal shaped area located off runway ends and lies under innermost portion of runways approach surface.

Back 71

Runway Protection Zone

Front 72

Runway protection Zone starts

Back 72

(must be under airport control). 200 feet from the end of a runway usable area. Extends usually 1,000 to 2,500 feet but varies. It recommends all objects are removed from zone but some exceptions made.

Front 73

Ground area based on the runway or taxiway centerline to remain free of objects

Back 73

Object Free Area (OFA)

Front 74

Object Free Area dimensions

Back 74

250-800 feet wide, 240-1,000 at the ends.

Front 75

TORA,TODA,ASDA,LDA are

Back 75

Declared Distances

Front 76

Are formed by imaginary lines connecting visibility points of two runways (blind spots)

Back 76

Runway Visibility Zones (RVZ)

Front 77

Large aircraft MTOW (not for wake turbulence)

Back 77

Greater than 12,500 lbs

Front 78

Area beyond the departure end of runway used to support and minimize damage in the event of an overrun

Back 78

Stopway

Front 79

area off departure end of runway suitable for calculating aircraft takeoff performance

Back 79

Clearway

Front 80

Uses factors such as aircraft width, undercarriage width, main gear width

Back 80

Taxiway Design Group

Front 81

Max nosewheel steering angle for taxiway design

Back 81

50 degrees

Front 82

Additional pavement on sides of taxiways for safety

Back 82

Taxiway Edge Safety Margin (TESM) 49-262 feet

Front 83

If construction project change is above 25 pct cost change, this must accompany it

Back 83

Supplemental change (change order if less than 25 pct)

Front 84

FAR for imaginary surfaces

Back 84

Part 77

Front 85

Surface that is centered on runway centerline and extends 200 feet past runway end with width 250-1,000 feet depending on approach

Back 85

Primary Surface Area

Front 86

extends outwards and upwards at right angles to the runway centerline and extended at 7:1 from the sides of primary surface and from the sides of approach surface

Back 86

Transitional surfaces

Front 87

start 200 feet from runway end and extend up to 50,000 feet. Slope varies 20:1 for visual runway or 40:1 for non-precision runway or 50:1 for precision runway. (along approach path)

Back 87

Approach surfaces

Front 88

level plane 150 feet above runway elevation. Tangents are connected.

Back 88

Horizontal surface

Front 89

starts at the perimeter of the horizontal surface and continues upward at 20:1 for horizontal distance of 4,000 feet

Back 89

conical surface

Front 90

Slope for approach surface to non-precision runway

Back 90

40:1

Front 91

Slope for approach surface to visual runway

Back 91

20:1

Front 92

Slope for transitional surfaces

Back 92

7:1

Front 93

Distance horizontal surface extends for visual runway

Back 93

5,000 feet

Front 94

Distance horizontal surface extends for instrument runway

Back 94

10,000

Front 95

When FAA must be notified of obstruction

Back 95

construction or alteration above 200 ft AGL, within 20,000 feet of public use airport that exceeds a 100:1 surface from any point on the runway where runway is 3,200 feet long or +, or 20,000 feet with airport that exceeds 50:1 with 3,200 feet or -, within 5,000 feet of heliport 25:1 surface

Front 96

Form for notification to FAA of construction in Part 77 areas

Back 96

Form 7460 Notice of Proposed Construction or Alteration

Front 97

Components of terminal system

Back 97

Access interface, passenger processing,flight interface

Front 98

concourses and areas beyond security are part of this terminal component

Back 98

Flight interface

Front 99

Peak Hour for terminal demand

Back 99

Elapsed hour (flexible) when most enplanements and deplanements. It is usually 3-5% of the annual passenger volume

Front 100

Aircraft that are expected to use a terminal

Back 100

Aircraft mix

Front 101

Space needed for terminal space

Back 101

.08-.12 sf per annual enplaned passenger or 150 sf per design hour passenger

Front 102

Terminal space for airline ops

Back 102

35-40 pct

Front 103

Terminal space for concessions

Back 103

15-25 pct (up to 40 for long haul)

Front 104

Terminal space for public space

Back 104

25 pct

Front 105

curb space for vehicle

Back 105

25 feet

Front 106

curb space for taxi

Back 106

20 feet

Front 107

curb space for bus

Back 107

50 feet

Front 108

curb space for limo

Back 108

30 feet

Front 109

Short term parking comprises this amount of total parking

Back 109

80 percent

Front 110

vehicles per lane just outside terminal

Back 110

600-900 vpl

Front 111

Recommendation parking stalls per million

Back 111

1,000-1,400 per million originating pax

Front 112

boarding areas are designed to seat

Back 112

15-25 pct of boarding pax

Front 113

FIS System most employed at aiports

Back 113

Custom Accelerated Passenger Inspection Service (CAPIS)

Front 114

EIS or EA may be required before projects in

Back 114

NPIAS airports (AIP funds) as result of Airport and Airway Improvement Act (1982)

Front 115

Projects that must comply with NEPA

Back 115

All projects requiring federal action (ALP, grants and funding, PFC approval)

Front 116

NEPA Categories of environmental action

Back 116

Categorical Exclusion/CATEX (no impact expected), requires EA (less complex and little or no impact expected), EIS (more complex, impact expected and may require mitigation)

Front 117

Checklist used for federally funded projects where no environmental impact is expected or if there is an extraordinary circumstance

Back 117

Categorically Excluded (CATEX)

Front 118

Projects or procurements that are usually CATEX eligible

Back 118

Equipment and vehicles, security equipment, computers, lighting replacements, control panels, master plans and other studies

Front 119

When requests for funding or ALP approval should be submitted along with CATEX

Back 119

12 months prior to request of funds

Front 120

limits affecting air quality, coastal zones, compatible land use

Back 120

significance thresholds

Front 121

When no significant impact from EA is found this is issued

Back 121

Finding of No Significant Impact (FONSI)

Front 122

If EIS is required, this is sent to FAA from sponsor

Back 122

Notice of Intent (NOI)

Front 123

System for airports to comply with NEPA

Back 123

Environment Management System

Front 124

25 % of airports are in bad air areas called

Back 124

nonattainment areas

Front 125

If nonnattainment airport, it must comply with

Back 125

Sate Implementation Plan (SIP)

Front 126

Freshwater on earth

Back 126

3% (1 pct available for use)

Front 127

Biggest entry of water pollution

Back 127

storm water discharge

Front 128

Only who may apply pesticides or fungisides

Back 128

Certified Applicator

Front 129

Regulates discharges of potentially contaminated wastewater

Back 129

National Pollution Discharge Elimination System (NPDES)

Front 130

Under NPDES, airports must have

Back 130

Storm Water Pollution Prevention Plan (SWPP)

Front 131

Source of water contamination such as runoff, seepage

Back 131

Non-Point Source

Front 132

Types of storm water permit

Back 132

General,Individual,Multi Sector general, Construction

Front 133

Practices for handling asbestos, antifreeze, fertilizers, etc are described in

Back 133

Best Management Practices (BMP)

Front 134

Best Management Practices include

Back 134

Good Housekeeping, Inspections, Preventative Maintenance Program, Spill Prevention and Response, Personnel Training, Record Keeping and Internal reporting System. Also consider Safety Data Sheets

Front 135

Plan to handle response to Hazmat

Back 135

Emergency Response Plan (ERP). Also combined with Spill Prevention, Control, Countermeasures (SPCC)

Front 136

Conditionally Exempt Small Quantity Generators

Back 136

generate less than 100 kg hazmat per month

Front 137

Small Quantity Generators

Back 137

More than 100 kgs hazmat but less than 1,000 kg

Front 138

Generate 100-1,000 kg hazmat per month

Back 138

Small Quantity generators

Front 139

If more than 100kg hazmat per month

Back 139

EPA ID number must be obtained

Front 140

Established criteria for Potentially Responsible Parties (PRP) and created a fund to clean up when no responsible party is identified

Back 140

Comprehensive Environmental Response, Compensation, And Liability Act of 1980 (CERCLA)

Front 141

Reporting of hazmat spills to

Back 141

National Response Center (NRC)

Front 142

Fund to clean up leaking gas tanks underground

Back 142

LUST

Front 143

Underground tanks must have

Back 143

cathodically protected steel or fiberglass, fiberglass liner or cathodic protection system

Front 144

Practices for good environmental development

Back 144

Sustainable Development

Front 145

Principles of sustainable development

Back 145

Management strategy, Proactive approach, improving airport profitability, improving partnerships and relations, reduce carbon footprint

Front 146

To become a green airport

Back 146

Green Airport Initiativeby Clean Airport Partnership (CAP)

Front 147

LEED Platinum points

Back 147

80 or higher

Front 148

Attempt to create ways to manage congestion by implementing

Back 148

Slots, differential pricing (economic demand management)

Front 149

Most prolific source of water pollution at airports

Back 149

Storm Water

Front 150

Protected by requirement that Certified Applicator may apply pesticides

Back 150

Ground water