300,000

320,000

50

45.6

41.5

41.9

53.0

56.257

.660.062

.0

71.0

68.6

67.4

65.6

72.675

.277.8

77.479

.4

83.8

83.2

82.885

.086.2

80.281

.6

75

89.091

.2

92.8

95.7

81.3

100.

7

105.

8

110.

6

107.

3

121.

18

127.

0

134.

8

146.

6

10

125

100100

Woo

druf

f Lan

e

Feat

her R

iver

8

1.3

5

0

Ellis

Ave

nue

W.P

.R.R

.

Sect

ion

line

22 -

27, T

16N

,R3E

S.P.

R.R.

Sim

mer

ly S

loug

h10

th S

t. br

idge

U.S

.99E

Mar

ysvi

lle -

Yuba

Brid

ge 2

8.47

= 2

8.58

Mou

th Y

uba

Rive

r

Shan

ghi B

end

Star

r Ben

d

Bear

Riv

er

25

(was

hed

out 1

955)

Nic

olau

s Br

idge

Mou

th F

eath

er R

iver

Sect

ion

2-3

T13N

, R5E

Car

lin B

ridge

64.068

.8

60.8

58.8

57.1

W.P

.R.R

.

Bear

Riv

er

74.0

Cou

nty

Road

S.P.

R.R.

U.S

.99E

.

Car

lin R

oad

Bear

Riv

er

68.5

69.7

65.6

90.5

96.9

92.3

95.0

95.5

Dow

nstre

am e

ndtra

inin

g w

all

84.6

80.6

80.080

.3

81.6

79.3

39.2

37.3

Rio

Linda

Blvd

. 37.

3

60.563

.2

61.4

64.8

68.2

W.P

. Int

erce

ptor

W.P

.R.R

.

W.P

.R.R

.C

oon

Cre

ek

Cat

lett

Road

Aub

urn

Ravi

ne

Brid

ge

El C

entro

Roa

d

Jct.

Nat

omas

Can

al le

vee

Sacr

amen

to R

iver

S.N

.R.R

.

Mar

kham

Rav

ine

Mou

th D

ry C

reek

74.7

S.N

.R.R

.

107.

0

91.6

101.

2

112.

0

Rio

Oso

Brid

ge

Feat

her R

iver

Cou

nty

Road

Brid

ge

Swan

son

Road

Brid

ge

Plea

sant

Gro

veRo

ad B

ridge

(Car

lin R

oad)S.

P.R.

R. B

ridge

and

U.S

. 99E

East

leve

eSu

tter B

ypas

s

FEATHER RIVER

5 0

CHANNEL MILES SEE FILE NO. 4-13-11 channel miles see file no. 4-13-94

Mou

th H

oncu

t Cre

ek

Cox

Spi

llway

Feat

her R

iver

Hw

y. 2

4

W.P

.R.R

.

100

75

W.P. INTERCEPTOR CHANNEL

5,000 10,000

61.2

61.2

61.0

60.8

210,000

50

5060

75

90

80

70

60

SIMMERLY SLOUGH

Miles measured along east leveeReclamation District No. 10

AMERICAN RIVER

10 5 0

152,000

152,000

180,000

115,000

115,000

CHANNEL MILES

Cla

rem

ont D

rive

Ext.

Susa

n W

ay

Ext.

Ard

en W

ay

Ups

tream

end

sout

h ba

nk le

vee

Wat

t Ave

low

wat

er c

ross

ing

Pow

er li

ne c

ross

ing

H S

treet

Brid

ge

East

end

Nor

thSa

cram

ento

leve

e

48.5

47.1

46.8

44.5

42.8

41.5

41.2

40.8

41.8

39.8 37

.036

.8

35.0

34.5

42.5

42.1

42.4 43

.3

43.4

Keys

Roa

d

How

sley

Road

Fife

ld R

oad

Jct.

Nat

omas

Cro

ss C

anal

Elve

rta B

ridge

Jct.

Linda

Cre

ekLo

wer

Mar

ysvi

lle R

oad

Abe

l Rd.

exte

nded

Mey

ers

Rd.

exte

nded

Ditc

h

Hah

n Ro

ad

S.P.

R.R.

Tule

Roa

d

Cou

nty

Road

Brid

ge

Sect

ion

13-1

4,T1

2N,R

1W

Sect

ion

32-3

3T1

2N, R

1E

Col

usa

- Yol

oC

ount

y Lin

ean

d Br

idge

40.7 40

.0

Sank

ey R

oad

40.7 39

.639

.438

.5

37.6

50.5

50.5

50.4

50.3

48.9

47.0

46.5

44.2

43.5

43.2

43.0

38.0

37.1

36.2

35.3

Silve

r Eag

le R

d.

Arc

ade

Cre

ek

El C

amin

oAv

e.

36.8

37.0

39.9

39.8

39.8

40.3

42.8

Elva

s Br

idge

S.P.

R.R.

Brid

ge

W.P

.R.R

. Brid

geS.

N.R

.R. B

ridge

16th

St.

Brid

geN

atom

as C

anal

Sacr

amen

to R

iver

50

66.0

63.0

61.4

53.5

52.4

51.3

49.6

D.P.F.

152,000 cfs and 3 ft. freeboard115,000 cfs and 5 ft. freeboard

15

100

75

Wes

tern

Can

al D

am

Sutte

r-But

te C

anal

Inta

keSu

tter-B

utte

Dam

Grid

ley

Brid

ge

98.4

93.5

91.5

91.5

91.2

25,000

HONCUT CREEK

CHANNEL MILES

NORTH DRY CREEK

W. P

. Int

erce

ptor

Cha

nnel

5,000

CHANNEL MILES

CHANNEL MILES

CHANNEL MILES

CHANNEL MILES

CHANNEL MILES

CHANNEL MILES CHANNEL MILES

2 1 070

65

60

55

50

45

Plum

as S

choo

lRo

ad

61.0

61.0

70

60

50

40

30

5 0M

cCow

an R

oad

Reed

Cre

ek

N.

Dry

Cre

ek Bear

Riv

er

50 50

2520,000

50

25

25 20 15 10 5 0

S.P.

R.R.

35 30

6,0002,300 1,500

800

25

16,30016,000

Jct.

Am

eric

an R

iver

0

EAST NATOMAS CANANL

15 10 5

Pleasant GroveCreek Canal

Miles measured along project (east) levee

Dra

inag

e C

anal

Boun

dary

R.D

.10

8 an

d 78

7

Begi

n pa

ved

leve

e ro

ad

Hea

d Kn

ight

s Ln

adin

gRi

dge

Cut

OU

tfall

gate

sSa

cram

ento

Riv

er

42.7

40.6

NATOMAS CROSS CANAL

41.7

25

50

49.4

48.0

481

48.7

44.8

43.2

43.7

41.5

41.3

41.2

41.2

46.7

42.9

42.0

41.442

.142

.4

Coon Creek Interceptor

30,00037,000

40,000See file No. 2-4-84-110 5 0

75

50

100

BEAR RIVER

0

12,000

5,000

16,000

22,000

0

5

50

100

Department of Water ResourcesJoint Operations CenterFloodplain Management

ATTENTION: SAMUEL BRANDON/MOHAMMAD MIRMAZAHERI

YANKEE SLOUGH

50

60

40

30

70

2,500

9,000

0

YUBA RIVER

SOUTH DRY CREEK

Flood plane atmain river channel

*

*

All elevations are referred to U.S. Corps ofEngineers Datum. Mean lower low water inSuisun Bay = 3.0 feet below mean sea level.i.e., 0.0 M.S.L. = 3.0 U.S.E.D.

75 75120,000

100

125 125

Hal

lwoo

d Bl

vd.

U.S

.G.S

. Gag

eD

anto

ni

Mar

ysvi

lleBo

ck le

vee

Sim

pson

Lan

e

S.P.

R.R.

D S

treet

Brid

ge M

arys

ville

1928 LOW WATER CHANNEL MILES

5 0

BACK LEVEE RECLAMATION DISTRICT NO. 108

MILES ALONG RT. LEVEE

MILES ALONG LT. LEVEE

2 1 0 2 1 0

40 40

30 30

20 20

10 10

S.N

.R.R

.

3,300

Jct.

Nat

omas

Eas

t Can

al

15,000

40.0

40.0 39

.3

Rio

Linda

Blvd

.

Junc

tion

Nat

omas

East

Can

al

LINDA CREEKARCADE CREEK

Revised: Aug. 1969, DFP American River to show 152,000 flow line H Street Bridge to M5.2 - KAFRevised: June 1968, DFP American River to show 152,000 flow line above H Street Bridge - MSPRevised: Sept 1962, Yuba River, American River PDF Plane corrected - LEB

LEVEE AND CHANNEL PROFILES

SACRAMENTO RIVER FLOOD CONTROL PROJECTCALIFORNIA

CORPS OF ENGINEERS, US ARMYSACRAMENTO DISTRICT, SACRAMENTO, CALIFORNIA 15 MARCH 1957

U.S. ARMYCORPS OF ENGINEERS

Right bank levee crown elevation

Left bank levee crown elevation

Right bank natural ground elevation

Left bank natural ground elevation

Channel bottom

Project design flood plane

Project design flow in cfs and limits50,000

05

10 5

50

40 30

0150

20 10 0

File No. 50-10-3334

Sheets 4 Sheet No: 3