Appendixes 27

1,200

1,150

1,050

001,1

1,100

1,150

1,200

1,150

1,100

1,100

1,250

1,050

1,150

1,200

1,100

1,150

1,100

1,050

1,050

1,050

1,200

1,200

1,200

1,200

1,200

1,200

1,200

002,1

1,200

1,200

1,150

1,150

1,150

1,050

1,200

1,100

1,100

1,100

1,100

1,150

1,150

1,200

1,050

1,050

1,050

1,200

1,200

1,200

1,200

1,200

1,150

1,050

1,050

1,100

1,100

1,100

1,100

1,200

1,200

1,200

1,200

1,200

1,200

1,200

1,200

1,150

1,150

1,150

1,150

1,150

1,150

1,050

1,100

1,100

1,100

1,100

1,100

1,100

Spyglass Rd

NW 139th St

NW 131st St

Center St

East Pkwy

NW 69th Ter

N Portland Ave

Kingsbridge Dr

Technology Dr

NW 164th Ter

Chaucer Dr

Melton Dr

Rosewood Ln

NW 123rd St

Daybright Dr

Brookridge Dr

Dustin Ln

Arrowhead Ter

NW 108th Ter

Downsview Ln

Western Vista Dr

Little Pond Dr

NW 83rd St

Stonebrook Ct

Hackberry Rd

Brook Hill Dr

Admiral Dr

NW 162nd

St

NW 160th St

Elmhurst Ave

Blue Stem Dr

NW 132nd St

Dalea Dr

Redlands Dr

Ski Dr

Greenwick Dr

Fairfield Ave

Sunset

Blvd

Plum Thicket Rd

Wileman Way

Pony Rd

N Lakeview Dr

Lakeview Dr

EastlakeDr

NW 71st St

St Charles Ave NW

135th St

N Ann Arbor Ave

Beaver Creek Rd

Pinehurst Rd

Dorothy Dr

NW 113th St

AppleValley Dr

Arlington Dr

Raintree Rd

NW 149th St

Fawn Canyon Dr

Elk Canyon Rd

Canyon Rd

Fossil Creek Ln

BerkshireWay

Carlton

Way Huntleigh Dr

NW 143rd St

Cedar Springs Rd

Shoreline Dr

Rugosa Rose Dr

Horseshoe Rd

Canal Rd

Brookhollow Rd

Cand

Montague Dr lewood Dr

N ComancheAv

Com e

ancheAve

Roxbury

Edenborough Dr

W John Kilpatirck Tpke

Rumsey Rd

Sunrise Blvd

Major Ave

Remington Way

Meridian Ave

N Macarthur Ave

James L Dennis Dr

Lakeaire Dr

Northland Rd

Bluff CreekDr

Quail Creek Rd

Bayberry Dr

Lakeshore

Dr

Twisted Oak Rd

Parkway CenterAve

Hertz Quail Springs Pkwy

Woodbridge Rd

HickorySt ci k Rd

Lyrewood Ln

Burlingame Ave

Blue Sage Rd

Gaelic Glen Dr

Lakehurst Dr

SpringhollowRd

E Lake Hefner Dr

W Britton Rd

NW 93rd St

Brush Creek Rd

Lone OakDr

Green Valley Dr

N Meridian Ave

Northwest Expy

W Lakeshore Dr

NW 122nd St

NW 164th St

Lake Hefner Pkwy

N May Ave

N Macarthur Blvd

Oakcliff Rd

NW Grand Blvd

Castle Rock Rd

S Lake Hefner Dr

Little LeafLn

Clayton Dr

NW 109thSt

Newman Dr

NW 111th St

DeerfieldCir

NW 86th St

NW 118thSt

WilshireTer

NW 117th St

SkyRun Dr

Westlane

Wisteria Dr

NW 134th St

Arrowhead Dr

NW 157th St

NW 133rdSt

NW 114th St

Westpark Pl

W ParkPl

NW 82nd St

Ritter Rd

Elmwood Ave

Josiah Pl

Robin R di ge Rd

NW 112th St

Tamar si k Dr

NW 115th St

NW 70th St

Via Esperanza

NW 72nd St

Pulchella Dr

Rankin Rd

Stoneybrook Rd

McAuley Blvd

Whitehall Blvd

NW 130th St

Cherry Hil Ln l

Whitehall Dr

Brookside Dr

Rainwater Trl

SShore Dr

Gaillardia Ln

Rolling Stone Rd

NW 78th St

Oak Hollow Rd

WirelessWay

Gaillardia Blvd

Briarcreek Dr

Quail SpringsPkwy

St Andrews Dr

Val Verde Dr

Old Farm Rd

Lakeside Dr

LansbrookLn

Thorn Ridge Rd

W

Wilshire Blvd

Gaillard Dr Gaillardia Dr

N Lake Hefner Dr

W Memorial Rd

W Hefner Rd

W John Ki pl atrick Tpke

NW 150th St

02:30

02:15

02:10

02:00

01:55

02:00

Martin

Park

Bluff

Creek

Park

Pat

Murphy

Park

Quail

Creek

Park

The

Village

Park

Ski

Island

Park

Lakeshore

Park

Children's

Park

Lake

Hefner

Park

Stars and

Stripes

Park

Deer Creek

Elementary

School

Oklahoma

Chinese

Baptist

Rose Creek

Golf Course

St Elijah

Orthodox

Christian

Quail Springs

Baptist

Church

Quail Springs

Church of

Christ

St Augustine

of Canterbury

Community

Hospital

Outpatient

Oklahoma 

Spine Hospital

Crossings

Community

Church

Church

of the

Servant

ProCure Proton

Therapy Center

Quail Creek Nursing &

Rehabilitation Center

Laser Spine

Institute

Mercy

Hospital

Oklahoma

Heart Hospital

Holiday Inn

Express

Highpointe

Church

Quail Creek

Golf &

Country Club

Country

Inn & Suites

Seminole

Pointe Church

of Christ

James L Dennis

Elementary

School

Oklahoma

City Police

Department

John Marshall

High School

Our Lord's

Community

Church

Lakeside

Women's

Hospital King's Gate

Christian

School

Starplex

Cinemas

Quail Creek Elementary

School Village

Baptist

Church

Our Lord's

Lutheran

Church

Queen of

Angels

Chapel

Integris

Family Care

Northwest

Wiley Post School

Courtesy

Inn

Vineyard

Christian

Fellowship Church

North MacArthur

Church of Christ

Hefner

Middle

School

Northwest

Surgical Hospital

Extended

Stay America

LifeChurch.tv

Northview

Church

Teaching

Little

Hands

3

3

74

07159550

Lake

Hefner

Northwest

Oklahoma City

Sludge Lagoon

Dry Creek

Detention

Reservoir

Spring Creek

Dry Creek

BluffCreek

laf15-CSSH00-0684_app5_1

55,721

44,341

280,75

540,54

976,84

47,424

53,356

58,301

149,16

63,268

64,475

76,273

654,25

74,173

75,348

77,316

60,877

880,37

78,976

77,736

66,941

84,769

87,471

89,687

88,437

93,700

91,756

EXPLANATION

75 percent PMF inundation area

Sunny-day inundation area Sunny-day innundation area

Unmodeled inundation area

Topographic contour

Index

Intermediate

Modeled bridge with time to peak stage

Model cross section with index number

Streamflow-gaging station

Point of interest

Park

Note: Some streamflow-gaging stations shown on the 

figure were not used in the dam-breach analysis; however, 

the locations of the stations may be beneficial in the use of 

the flood-inundation maps.

97°38'0"

97°37'30"

97°37'0"

97°36'30"

97°36'0"

97°35'30"

97°35'0"

97°34'30"

97°34'0"

35°33'0" 35°33'30" 35°34'0" 35°34'30" 35°35'0" 35°35'30" 35°36'0" 35°36'30" 35°37'0" 35°37'30" 35°38'0" 35°38'30"

Study

area

Base from Oklahoma State Plane North Projection, North American Datum, 1983.

Aerial photography from U.S. Department of Agriculture (2013).

Highways from Oklahoma Department of Transportation (2014).

Incorporated areas, railroads, and roads from U.S. Census Bureau (2014).

Topographic contours at 10-foot intervals from City of Oklahoma City (2004),

 City of Norman (2007), Intermap Technologies (2014), and U.S. Geological Survey (2014).

Unmodeled inundataion areas (hachured) are assumed to be inundated below the modeled

 flood elevation at the place where they join the modeled inundation area. Actual areas inundated

 will depend on the particular failure mechanism and preexisting flood conditions and may differ

 from the areas shown on the maps. For this reason, isolated inundation areas (those

 disconnected from the main inundation area) were included on the inundation maps. 

0 0.3 0.6 0.9 1.2 1.5 MILES

0 0.3 0.6 0.9 1.2 1.5 KILOMETERS

N

Appendix 5–1. Inundated areas for the 75-percent probable maximum flood (PMF) and sunny-day Lake Hefner dam-breach model scenarios and time to peak stage for the 75-percent probable maximum flood.
28 Dam-Breach Analysis and Flood-Inundation Mapping for Selected Dams in Oklahoma City, Oklahoma, and near Atoka, Oklahoma

050,1

1,100

1,100

1,100

1,050

1,050

1,100

1,050

1,100

1,100

1,100

1,100

1,100

1,050

1,050

1,100

1,100

1,050

1,050

1,050

1,050

1,100

1,100

1,100

1,050

1,050

1,100

1,100

1,100

1,050

1,050

1,050

1,050

1,100

1,100

1,100

1,100

1,100

1,050

1,050

1,050

NW 176 St

NW 164th Ter

Zella Way NE

Zella Way

Springer Run Rd

Springer Run

NW 176th St

NW 162nd St

Cleton Dr

Cleaton Dr

NW 160th St

NW 175th St

W Whitetail Dr

Ryan Dr NE

Ryan Dr

N Morgan Rd

Aeriel Rd

Aerial Rd

NW 185 St Garden Ridge Rd

NW 174th St

Matt Dr NE

Matt Dr

NW 210th St

Meridian Rd

Macarthur Ave

Sportsman Rd

Koerner Rd NE

Koerner Rd

NW 192nd St

Meridian Ave

Apache NE

Arrowhead NE

Edmond Rd NE

Washington Ave E

Danforth Rd

Arrowhead St

N Meridian Ave

County Line Rd NE

N Council Rd

N County Line Rd

N Macarthur Blvd

W Edmond Rd

NW 206th St

Covell Rd

NW 164th St

NW 178th St

Little Leaf Ln

Ant er l Way

CarltonWay

Montague Dr

Keller Dr

Lone Oak Dr

Bogie Rd

N Meridan Ave

N Macarthur Ave

Morgan Rd NE

N Portland Ave

N Rockwell Ave

04:40

02:30

02:50

04:40

Deer Creek

Fire Dept

Deer Creek

Middle

School

Deer Creek

High School

Grove Valley

Elementary

School

Hopewell

Baptist

Church

Deer Creek

Elementary

School

74

Deer Creek

Bluff Creek

Soldier Creek

Walnut Creek

1,100

1,050

1,150

1,050

1,100

1,150

1,150

1,050

1,150

1,150

1,050

1,050

1,050

1,050

1,050

1,100

1,100

1,100

1,100

1,100

1,050

1,050

1,150

1,150

1,150

1,050

1,050

1,050

1,050

1,100

1,100

1,100

1,100

1,100

1,100

1,100

1,100

1,100

1,100

1,100

1,100

1,150

1,150

1,150

1,150

1,150

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,100

1,100

1,100

1,100

1,100

1,100

1,100

laf15-CSSH00-0684_app5_2

15,233

44,341

45,045

43,265

21,188

48,679

31,901

47,424

42,276

34,522

19,005

24,223

17,842

30,582

37,823

25,880

29,410

27,210

28,995

EXPLANATION

75 percent PMF inundation area

Sunny-day innundation area Sunny-day inundation area

Unmodeled inundation area

Topographic contour

Index

Intermediate

Modeled bridge with time to peak stage

Model cross section with index number

Point of interest

97°42'0" 97°41'30" 97°41'0" 97°40'30" 97°40'0" 97°39'30" 97°39'0" 97°38'30" 97°38'0" 97°37'30" 97°37'0" 97°36'30" 97°36'0" 97°35'30" 97°35'0"

35°41'0"

35°40'30"

35°40'0"

35°39'30"

35°39'0"

35°38'30"

35°38'0"

Study

area

Base from Oklahoma State Plane North Projection, North American Datum, 1983.

Aerial photography from U.S. Department of Agriculture (2013).

Highways from Oklahoma Department of Transportation (2014).

Incorporated areas, railroads, and roads from U.S. Census Bureau (2014).

Topographic contours at 10-foot intervals from City of Oklahoma City (2004),

 City of Norman (2007), Intermap Technologies (2014), and U.S. Geological Survey (2014).

Unmodeled inundataion areas (hachured) are assumed to be inundated below the modeled

 flood elevation at the place where they join the modeled inundation area. Actual areas inundated

 will depend on the particular failure mechanism and preexisting flood conditions and may differ

 from the areas shown on the maps. For this reason, isolated inundation areas (those

 disconnected from the main inundation area) were included on the inundation maps. 

0 0.3 0.6 0.9 1.2 1.5 MILES

0 0.3 0.6 0.9 1.2 1.5 KILOMETERS

Appendix 5–2. Inundated areas for the 75-percent probable maximum flood (PMF) and sunny-day Lake Hefner dam-breach model scenarios and time to peak stage for the 75-percent probable maximum flood.
Appendixes 29

1,050

1,050

1,100

1,100

1,100

1,050

1,050

1,050

1,050

1,050

1,050

1,100

1,050

1,100

1,050

1,050

1,050

1,050

Marbella Dr

Lara's Ln

Long

Trl

Leaning Willow

Highlander Ridge Dr

Southerly FarmsBlvd

Beaver Creek Rd

MartiniqueDr

Melody Dr

Graces Ter

Bob White Dr

Vista Hill Dr

Summit Lake Blvd

Jennifer Ln

W Charter Oak Rd

St

Croix Dr

E0855 Rd

Cornforth Rd

Meridian Rd

W Blind Lemon Rd

Meridian Ave

S May Ave

Waterloo Rd

N Meridian Ave

N Portland Ave

N May Ave

N Pennsylvania Ave

W Forrest Hills Rd

NW 220th St

Coffee Creek Rd

Sorghum Mill Rd

NW 234th St

S Pennsylvania Ave

S Portland Ave

Crestmont Ln

SSarah Rd

Hillcrest Ln

Rush Creek Rd

Sky Ridge Dr

Old Barn Rd

W Waterloo Rd

NW 222nd St

N W 223rd St

Settlers Xing

W Mission Springs Dr Mission Springs Dr

Cottonwood Dr

Villagio Dr

Forrest Hills Rd

W Simmons Rd

Azalea St NW 248th St

W Charter Oak Promised

Land Bible

Institute

Deer Creek

Middle

School

Bethel

Church

Prairie Vale

Elementary

School

Coffee

Creek

Church

North Pointe

Baptist

Church

74 74

B loody Rush Creek

Cottonwood Creek

DeerCre ek

1,050

1,050

1,000

1,050

1,000

1,050

1,050

1,050

1,050

1,050

1,000

1,100

1,050

1,050

1,100

1,050

1,050

1,050

1,000

1,050

1,050

1,050

1,000

1,000

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

000,1

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

laf15-CSSH00-0684_app5_3

04:40

04:40

05:10

05:20

05:40

202,784

206,262

205,160

203,874

194,286

186,233

185,019

192,362

177,878

183,699

171,131

196,528

871,081

172,249

181,158

191,117

163,215

189,880

166,105

378,002200,127

402

3,421

2,696

15,233

11,671

1,721

12,955

8,265

9,408

4,090

EXPLANATION

75 percent PMF inundation area

Sunny-day inundation area Sunny-day innundation area

Unmodeled inundation area

Topographic contour

Index

Intermediate

Modeled bridge with time to peak stage

Model cross section with index number

Point of interest

97°36'30"

97°36'0"

97°35'30"

97°35'0"

97°34'30"

97°34'0"

97°33'30"

97°33'0"

97°32'30"

35°41'30" 35°42'0" 35°42'30" 35°43'0" 35°43'30" 35°44'0" 35°44'30" 35°45'0" 35°45'30" 35°46'0" 35°46'30" 35°47'0"

Study

area

Base from Oklahoma State Plane North Projection, North American Datum, 1983.

Aerial photography from U.S. Department of Agriculture (2013).

Highways from Oklahoma Department of Transportation (2014).

Incorporated areas, railroads, and roads from U.S. Census Bureau (2014).

Topographic contours at 10-foot intervals from City of Oklahoma City (2004),

 City of Norman (2007), Intermap Technologies (2014), and U.S. Geological Survey (2014).

Unmodeled inundataion areas (hachured) are assumed to be inundated below the modeled

 flood elevation at the place where they join the modeled inundation area. Actual areas inundated

 will depend on the particular failure mechanism and preexisting flood conditions and may differ

 from the areas shown on the maps. For this reason, isolated inundation areas (those

 disconnected from the main inundation area) were included on the inundation maps. 

0 0.3 0.6 0.9 1.2 1.5 MILES

0 0.3 0.6 0.9 1.2 1.5 KILOMETERS

N

Appendix 5–3. Inundated areas for the 75-percent probable maximum flood (PMF) and sunny-day Lake Hefner dam-breach model scenarios and time to peak stage for the 75-percent probable maximum flood.
30 Dam-Breach Analysis and Flood-Inundation Mapping for Selected Dams in Oklahoma City, Oklahoma, and near Atoka, Oklahoma

Appendix 5–4. Inundated areas for the 75-percent probable maximum flood (PMF) and sunny-day Lake Hefner dam-breach model scenarios and time to peak stage for the 75-percent probable maximum flood.

Tanglewood Dr

Railroad Ave

Broadway

Barrett Ln

W Coleman Rd

Simpson Ln

Yonder Hills Rd

Davis Dr

Li yl Ln

Morningside Rd

Summer Dr

Crested Butte Rd

Hawk Ln

Daisey Ln

Cinnamon Ridge Rd

Aspen Way

Rolling Meadows Dr

Wolf Creek Rd

S Kelley St

Glenn Trail Dr

N3095 Rd

Mason

Camp Rd

S Santa Fe Ave

Simpson Rd

W Blind Lemon Rd

Forrest Hills Rd

E0855 Rd

Cornforth Rd

W Dreesen Rd

E0845 Rd

Santa Fe

S Santa Fe

W Colman Rd

W Lakewood Dr

W Camp Dr

American States Rd

W Simpson Rd

W Forrest Hills Rd

S Portland Ave

S Eastern Rd

S Broadway St

S Pennsylvania Ave

S Western Ave

W Seward Rd

Daisy Ln

Castle Dr

CanyonCrest Dr

Prairie Ln

Turkey Run Dr

Hawk Crest Ln

N Evergreen Dr

BlueFox Dr

Vail Dr

Galvin Dr

Country Home Dr

Charis Rd

Loveland Cir

S May Ave

S Kelley Ave

Seward Road

Baptist

Church 74F

74

Spring Creek

Deer Creek

Chisholm

Cre ek

Cottonwood Creek

1,000

1,050

1,000

1,000

1,050

1,050

1,050

1,050

1,100

1,050

1,050

1,050

1,100

950

1,000

1,050

1,000

1,050

1,050

950

1,050

1,050

1,050

1,000

1,000

1,000

1,050

1,050

1,050

1,050

050,1

1,050

1,050

950

1,000

1,000

1,000

1,050

1,050

1,050

000,1

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,050

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

000,1

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,050

1,050

050,1

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

laf15-CSSH00-0684_app5_4

05:35

06:30

06:10

0 5 :2 0

151,211

152,528

142,120

114,508

135,973

115,695

133,734

126,445

163,215

128,889

159,602

130,237

127,736

166,105

138,598

145,660

146,846

116,960

139,801

118,079

160,879 148,849

EXPLANATION

75 percent PMF inundation area

Sunny-day innundation area Sunny-day inundation area

Unmodeled inundation area

Topographic contour

Index

Intermediate

Modeled bridge with time to peak stage

Model cross section with index number

Point of interest

97°35'30" 97°35'0" 97°34'30" 97°34'0" 97°33'30" 97°33'0" 97°32'30" 97°32'0" 97°31'30" 97°31'0" 97°30'30" 97°30'0" 97°29'30" 97°29'0" 97°28'30"

35°49'0"

35°48'30"

35°48'0"

35°47'30"

35°47'0"

35°46'30"

35°46'0"

Study

area

Base from Oklahoma State Plane North Projection, North American Datum, 1983.

Aerial photography from U.S. Department of Agriculture (2013).

Highways from Oklahoma Department of Transportation (2014).

Incorporated areas, railroads, and roads from U.S. Census Bureau (2014).

Topographic contours at 10-foot intervals from City of Oklahoma City (2004),

 City of Norman (2007), Intermap Technologies (2014), and U.S. Geological Survey (2014).

Unmodeled inundataion areas (hachured) are assumed to be inundated below the modeled

 flood elevation at the place where they join the modeled inundation area. Actual areas inundated

 will depend on the particular failure mechanism and preexisting flood conditions and may differ

 from the areas shown on the maps. For this reason, isolated inundation areas (those

 disconnected from the main inundation area) were included on the inundation maps. 

0 0.3 0.6 0.9 1.2 1.5 MILES

0 0.3 0.6 0.9 1.2 1.5 KILOMETERS
Appendixes 31

Appendix 5–5. Inundated areas for the 75-percent probable maximum flood (PMF) and sunny-day Lake Hefner dam-breach model scenarios and time to peak stage for the 75-percent probable maximum flood.

Barbara Dr

Triplett Rd

Lakewood Dr

WestDr

Central Rd

Railroad Ave Dell Drivve

Lake View Rd

Yonder Hills Rd

Hunters Pointe

Evergreen Dr

Barrett Ln

Li yl Ln

Madia Ridge

Green Gable

Ridgecrest Dr

Gohrs Dr

Lakeside Dr

SW 21st St

Fagan

Brockhous Rd

Brockhaus Rd

Sportsman Dr

Hawk Ln

Broadway

Prairie Ln

Hunt Ln

Cory Rd

Trout Dr

W Lakewood

Brandon

Oakwood Dr

Tiffany Dr

Bryant Ln

N Horseshoe Dr

Meadow Vw

Bryant Rd

N3095 Rd

Mason

Camp Rd

Hidden Run Rd

Foster Rd

S Bryant Rd

S Sooner Rd

W Lakewood Dr

Simpson Rd

Seward Rd

S Broadway

W Colman Rd

S Broadway Rd

WLake Rd

Backhous Rd

Academy Rd

Davis Rd

S Coltrane Rd

S Division St

S Phillips Rd S Academy Rd

Coltrane Rd

S Eastern Rd

S Broadway St

Glyna Ln

Primrose Ln

Hillview Dr

Deer Ln

Kestrel HollowRd

Summer Dr Rock Creek

Dr

Murray Dr

Meadow Rock Trl

Lake Shore Dr

Hawk Crest Ln

Deerwood Trl

Lakeview Dr

S Horseshoe Dr

Glenn Trail Dr

Davis Dr

Hunters Path

Simpson Ln

E0855 Rd

Johndoll Dr

Ward Rd

W Lakewood Rd

Forrest Hills Rd

Lease Rd

W Triplett Rd

W Roller Coaster Rd

W Industrial Rd

W Prairie Grove Rd

W Forrest Hills Rd

W Simpson Rd

W Seward Rd

Beacon

Drive-In

Theatre

Bible

Baptist

Church

Church of Jesus

Christ of

Latter-day Saints

Spring Creek

Cottonwoo d Creek

1,000

1,050

1,000

1,100

1,050

1,050

1,000

1,050

950

1,000

1,000

950

1,000

950

1,050

1,000

1,000

1,050

1,050

1,150

1,100

1,000

950

950

950

1,050

1,100

1,100

1,100

1,000

1,050

1,150

1,000

1,000

1,050

1,050

1,000

950

1,100

1,100

1,100

1,100

1,100

1,100

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

950

950

950

950

950

950

950

950

950

950

950

950

950

950

950

950

1,000

1,000

1,000

1,000

1,000

1,000

1,000

950

1,100

1,100

1,100

1,150

1,000

1,050

1,050

1,000

1,000

1,000

950

1,100

1,100

1,100

1,100

1,100

1,100

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

950

950

950

950

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

950

950

950

950

950

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

laf15-CSSH00-0684_app5_5

57,348

128,889

127,736

60,311

80,532

71,794

72,943

109,635

78,138

61,649

100,086

86,170

115,695

96,630

107,137

118,079

91,061

92,245

88,701

95,545

116,960

112,261

89,892

93,278

105,938

06:10

06:30

06:55

06:40

EXPLANATION

75 percent PMF inundation area

Sunny-day inundation area Sunny-day innundation area

Unmodeled inundation area

Topographic contour

Index

Intermediate

Modeled bridge with time to peak stage

Model cross section with index number

Point of interest

97°29'30"

97°29'0"

97°28'30"

97°28'0"

97°27'30"

97°27'0"

97°26'30"

97°26'0"

35°46'0" 35°46'30" 35°47'0" 35°47'30" 35°48'0" 35°48'30" 35°49'0" 35°49'30" 35°50'0" 35°50'30" 35°51'0" 35°51'30"

Study

area

Base from Oklahoma State Plane North Projection, North American Datum, 1983.

Aerial photography from U.S. Department of Agriculture (2013).

Highways from Oklahoma Department of Transportation (2014).

Incorporated areas, railroads, and roads from U.S. Census Bureau (2014).

Topographic contours at 10-foot intervals from City of Oklahoma City (2004),

 City of Norman (2007), Intermap Technologies (2014), and U.S. Geological Survey (2014).

Unmodeled inundataion areas (hachured) are assumed to be inundated below the modeled

 flood elevation at the place where they join the modeled inundation area. Actual areas inundated

 will depend on the particular failure mechanism and preexisting flood conditions and may differ

 from the areas shown on the maps. For this reason, isolated inundation areas (those

 disconnected from the main inundation area) were included on the inundation maps. 

Seward Road

Baptist

Church

0 0.3 0.6 0.9 1.2 1.5 MILES

0 0.3 0.6 0.9 1.2 1.5 KILOMETERS

N
32 Dam-Breach Analysis and Flood-Inundation Mapping for Selected Dams in Oklahoma City, Oklahoma, and near Atoka, Oklahoma

Edwards Dr

S 17th St

W Noble Ave

Hamilton Dr

Sunset Ln

MineralWells

Kiamichi Ln

ediskoorB

Sheila Dr

S Cedar St

S 3rd St

S 5th St

N3117 Rd

Mockingbird Dr

W Vilas Ave

N 20th St

N 1st St

E Pleasant Hill Dr

Kyle Dr

Mockingbird Rd

N Maple St

Sunny Acres Ln

N 6th St

N 8th St

N3150

E Washington Ave

N Lombardy Rd

N 17th St

Willow Creek Dr

S Birch St

N 10th St

N 9th St

S Oak St

S Ash St

S Maple St

S Elm St

Chapco Dr

Liberty Dr

Shady Dr

S Pine

S Broad St

D3143 Rd

Sharpe Rd

W Cleveland Ave

Tamora Rd

S Chestnut St

Florida Ave

Hil cre l st Ave

Ray Pl

N 18th St

N 16th St

N Division St

N 5th St

S Drexel St

N 19th St

N 4th St

Heather Rd

N 11th St

W University Ave

N Walnut St

N Ash St

N Broad St

N Oak St

TamaraRd

N 12th St

Brookside St

W Oklahoma Ave

Wentz St

Beemer Rd

N3125 Rd

SW 19th St

E Vilas Ave

N3115 Rd

N 21st St

N Bryant Rd

S Air Depot Rd

S 14th St N 14th St

Coltrane Rd

N Academy Rd

E Springer Ave

S Academy Rd

S Sooner Rd

N 7th St

N Wentz St

Backhous Rd

N3140

E Noble Ave

E Cooksey Rd

Davis Rd

E Trip el tt Rd

N Sooner Rd

Academy Rd

N Pine St

S Phillips Rd

S Division St

S Pine St

W Grant Ave

E Orbit Dr

WOrbit Dr

Birch St

Sigma Pl

W Triplett Rd

Canyon Bluff Rd

Pulse Dr

W Perkins Ave

E Park Pl

Quail

Dr

Browne Ave

N Crooks Dr

RidgeDr

Johndoll Dr

Mockingbird Ln

Mocking Bird Ln

Airport Rd

E Warner Ave

E University Ave

E Oklahoma Ave

E College Ave

E Harrison Ave

W Prairie Grove Rd

E Lincoln Ave

W Warner Ave

E Grant Ave

E Perkins Ave

E Industrial Rd W Industrial Rd

E Rol el r Coaster Rd

E Prairie Grove Rd

E0760 Rd

W College Ave

Guthrie

High

School

Upper

Elementary

School

Chappell

Airport

Guthrie Christian Church

Living

Water

Church

West Guthrie

United

Methodist Stone

Lion

Inn

Redstone

Country

Inn First

Christian

Church

St Marys

Catholic Church

Scottish Rite Masonic Temple

Poplar & Warner

Church of

Christ

Sleep

Inn

Interstate

Motel

Logan County

Health

Department

Walmart

Beacon

Drive-In

Theatre

Guthrie-Edmond

Regional

Airport

Bible

Baptist

Church

Fogarty

Elementary

School

35

Pin Creek

Cimarron River

Bird Cre ek

Cottonwood Creek

1,050

1,000

1,000

950

1,000

950

1,000

950

1,050

1,000

950

1,000

1,000

1,000

1,000

1,000

1,050

1,000

950

950

950

950

950

1,100

900

1,050

1,050

1,050

1,100

1,050

1,000

1,000

950

950

059

950

950

950

950

950

950

950

950

950

1,000

1,000

950

1,000

1,000

1,000

1,000

950

950

950 950

950

950

950

950

950

950

950

950

950

950

1,000

950

1,000

1,000

950

950

950

950

950

1,050

1,050

1,050

1,000

1,000

950

950

950

950

950

950

950

900

1,050

1,100

1,100

1,050

1,050

1,100

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,000

950

950

1,000

1,000

1,000

1,000

950

950

950

1,000

1,000

1,000

1,000

1,000

950

1,000

950

950

1,000

950

950

950

1,100

1,100

1,050

1,050

1,000

1,000

1,000

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,050

1,050

1,050

1,050

1,050

1,050

1,050

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

1,000

laf15-CSSH00-0684_app5_6

11,738

12,697

14,057

80,532

71,794

15,572

72,943

78,138

61,649

60,311

37,400

87,357

86,170

21,797

57,348

76,758

75,439

44,915

36,012

50,495

17,373

45,744

19,642

56,035

27,522

31,795

55,003

647,15

53,072

06:55

07:55

08:20

08:20

08:20

08:20

33

77

EXPLANATION

75 percent PMF inundation area

Sunny-day inundation area Sunny-day innundation area

Unmodeled inundation area

Topographic contour

Index

Intermediate

Modeled bridge with time to peak stage

Model cross section with index number

Point of interest

97°27'30"

97°27'0"

97°26'30"

97°26'0"

97°25'30"

97°25'0"

97°24'30"

97°24'0"

97°23'30"

35°49'30" 35°50'0" 35°50'30" 35°51'0" 35°51'30" 35°52'0" 35°52'30" 35°53'0" 35°53'30" 35°54'0" 35°54'30" 35°55'0" 35°55'30"

Study

area

Base from Oklahoma State Plane North Projection, North American Datum, 1983.

Aerial photography from U.S. Department of Agriculture (2013).

Highways from Oklahoma Department of Transportation (2014).

Incorporated areas, railroads, and roads from U.S. Census Bureau (2014).

Topographic contours at 10-foot intervals from City of Oklahoma City (2004),

 City of Norman (2007), Intermap Technologies (2014), and U.S. Geological Survey (2014).

Unmodeled inundataion areas (hachured) are assumed to be inundated below the modeled

 flood elevation at the place where they join the modeled inundation area. Actual areas inundated

 will depend on the particular failure mechanism and preexisting flood conditions and may differ

 from the areas shown on the maps. For this reason, isolated inundation areas (those

 disconnected from the main inundation area) were included on the inundation maps. 

0 0.3 0.6 0.9 1.2 1.5 MILES

0 0.3 0.6 0.9 1.2 1.5 KILOMETERS

N

Appendix 5–6. Inundated areas for the 75-percent probable maximum flood (PMF) and sunny-day Lake Hefner dam-breach model scenarios and time to peak stage for the 75-percent probable maximum flood.