3 2 1 0

15

3,000

300

2500510 5015

100

150

0

250

Chico Creek

Sandy Gulch(Lindo Channel)

200

5 0

Gag

e - S

hipp

ee R

d.

S.N

.R.R

.

Nel

son

- Shi

ppee

Roa

d

Mou

th o

f Cot

tonw

ood

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ek a

nd

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tern

Can

al S

ipho

n

Rich

vale

- O

rovi

lle R

oad

(Old

U.S

. Hw

y 99

E)

Siph

onS.

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R.

Butte

City

- O

rovi

lle R

oad

Con

cret

e da

m

Afto

n-Bi

ggs

Road

Scho

hr R

oad

Jct.

Dist

rict C

anal

Grid

ley

- C

olus

a Ro

ad

70.0

70.8

72.2

73.7

75.1

76.3

86.2

83.9

95.597

.0

91.4

89.9

109.

0

104.

3

100.

3

108.

5

104.

7

114.

5

112.

6

123.

812

2.0

139.

013

8.2

130.

8

161.

815

9.6

152.

3

166.

0

173.

5

S.P.

R.R.

Mou

th o

f Litt

le C

hico

Cre

ek D

iver

sion

New

U.S

. Hw

y 99

E

Chi

co -

Oro

ville

Roa

d

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ersio

n D

am

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ham

- O

rovi

lle R

oad

Div

ersio

n D

am

S.N

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.

U.S

. P.R

.R.

99E

& S

.P.R

.R.

Cou

nty

Road

Cou

nty

Road

Wes

tern

Can

al D

am

Nel

son

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vo R

oad

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dspe

ed -

Wat

t Ro

ad

97.8

130.

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8.6

125.

8

123.

8

123.

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1.7

120.

011

8.7

116.

911

5.3

114.

5

111.

4

112.

511

2.0

108.

910

6.5

106.

0

102.

0

100.

2

158.

9

153.

2

150.

1

146.

514

2.2

138.

413

7.0

135.

913

2.1

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016

6.817

7.5

181.

717

9.3

188.

9

192.

8

201.

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7.0

210.

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0.8

237.

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2

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ker R

oad

Skyw

ay R

oad

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R.R.

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ek

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.

126.

7

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7

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th o

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old

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rC

hero

kee

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al

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d of

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ersio

n C

hann

elat

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elop

e C

reek

Belle

Mill

Road

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Chi

pman

Stre

et

Gra

vel R

oad

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e H

wy.

36

St. M

arys

Roa

d

212.

7

221.

022

3.4

231.

0

242.

2

205.

0 198.

919

3.5

192.

0

Rt. l

evee

Rt. l

evee

Jct.

Sacr

amen

to R

iver

Lt. le

vee

U.S

. Hw

y. 9

9E

S.P.

R.R.

Irrig

atio

n D

itch

New

U.S

. Hw

y 99

E

241.

524

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235.

6

228.

8

256.

8

Sutte

r Ave

nue

273.

027

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Mud

Cre

ekJc

t. Sa

cram

ento

Riv

er

Cen

tral A

venu

e

U.S

. Hw

y 99

W

S.P.

R.R.

San

Boni

ta A

venu

e

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ma

Road

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ge

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Chi

co C

reek

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6

149.

5

145.

2

138.

2

137.

5

167.

6

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9.0

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0

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4.2

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0

221.

0

Hea

d of

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dy G

ulch

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Mile

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zini

ta A

venu

e

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0

259.

4

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fello

w A

venu

e

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ning

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nue

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grov

e Av

enue

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ge

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. Hw

y 99

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.

Cus

sick

Aven

ue

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R.R.

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e H

wy.

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Hea

d C

hann

el S

loug

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ak W

ay

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amen

to A

venu

e

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pe W

ay

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ridge

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er tr

ansm

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n lin

es

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0

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7

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9

182.

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9.4

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217

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4

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827

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027

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269.

526

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823

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1

Big

Chi

co C

reek

S.N

.R.R

.

Dry

Cre

ek

Hic

ks L

ane

Mou

th S

ycam

ore

Cre

ekH

wy

99E

Nor

d H

wy

Bell

Road

S.P.

R.R.

Stat

e H

wy

32

Mer

idia

n Ro

ad

Sacr

amen

to A

venu

e

Mou

th o

f Mud

Cre

ekSu

tter A

venu

eC

hico

Cre

ek

Jct.

Willo

wC

reek

Jct.

Willo

w C

reek

U.S

. 99W

S.P.

R.R.

U.S

. Hw

y 99

W Sec

26 -

35, T

20N

, R3W

Cou

nty

Road

to A

rtois

Piep

er R

oad

MILES

Euca

lypt

us R

oad

Wei

r

Lacy

- St

one

Road

Mac

e Ro

adJc

t. W

alke

r Cre

ek

Willo

ws

Gle

nn H

wy.

Jct.

Wils

on C

reek

U.S

. Hw

y 99

W

Boyd

Roa

d

S.P.

R.R.

Willo

w -

Frut

a Ro

ad

321.

532

5.0

315.

130

9.9

302.

329

4.3

291.

8

265.

427

5.9

255.

025

1.8

229.

5

239.

1

233.

723

9.1

242.

726

3.6

275.

127

6.8

288.

9

301.

9H

ead

of D

iver

sion

at L

ittle

Chi

co C

reek

Cou

nty

Road

Brid

ge

15,000

13,000

27,000

22,0008,500

8,800

10,000

11,000

MILES MEASURED ALONG CENTERLINE OF CHANNEL 15,000

WALKER CREEK

THOMES CREEK *

MUD CREEKWILSON CREEK * *WILLOW CREEK

MILES MEASURED ALONG RIGHT BANKMILES MEASURED ALONG LEFT BANKMILES MEASURED ALONG LEFT BANKALONG RIGHT LEVEE

BUTTE CREEK

CHANNEL MILES

MILES MEASURED ALONG RIGHT BANK

MILES MEASURED ALONG LEFT BANK

MILES MEASURED ALONG LEFT BANK MEASURED ALONG RIGHT BANK

MILES MEASURED ALONG RIGHT BANK

MILES ALONG BANK TRAVERSE

DEER CREEK

ANTELOPE - SALTCREEK DIVERSION *

NORTH BANK GOLDRUN CREEK

MILES ALONG PROPOSED LEVEE

MILES ALONG RIGHT BANK

CHICO CREEK -SANDY GULCH - LINDO CHANNEL

ELDER CREEK

Sycamore Creek

Diversion

Channel

200

150

250200 150

150 100

6

5

5

4

MILES

4 3 2 10 32 1 0

450

400

350 350

300

250300

15 10

04 3 2 10

250

200

300

250

200 100

10

10 5

5

0

7 6 5 4 3 2 1 0

CHEROKEE CANAL(Dry Creek)

20 15 10 5 0

LITTLE CHICODIVERSION CANAL

200

75

125

175

140

110

800

325

3 2 1 0

275

5 4 3 2 1 0

South Fork

100

150

200

Main Stream

5

MILES MEASURED ALONG LEFT BANK

10 5 0

Raw

son

Road

Brid

ge

U.S

. Hw

y 99

W&

S.P

.R.R

.

Hal

l Roa

d

Jct.

Sacr

amen

to R

iver

17,000

7,500

6,000

21,000

12,500

11,500

8,500

8,100

Revised August 1969 - Project Design Flow in Mud Creek, 15,000; brocket on Chico Creek added - KAFRevised February 1969 - Project Design Flows added where not shown previously.Revised September 1962 - PDF Planes added for Cherokee Canal, Elder Creek, Mud Creek and Lindo Channel.

SACRAMENTO RIVER FLOOD CONTROL PROJECTCALIFORNIA

LEVEE AND CHANNEL PROFILES

CORPS OF ENGINEERS, U.S. ARMYSACRAMENTO DISTRICT, SACRAMENTO, CALIFORNIA 15 MARCH 1957

FILE NO. 50-10-3334SHEETS: 4 SHEET NO. 4

Re-created 2006

Right bank levee crown elevationLeft bank levee crown elevationRight bank natural ground elevationLeft bank natural ground elevationChannel bottomProject design flood planeProject design flow in cfs and limits50,000

All elevations are referred to U.S. Corps of Engineer Datum. Mean lower lowwater in Suisun Bay = 3.0 feet below mean sea level. i.e. 0.0 MSL = 3.0 U.S.E.D.

* Detail hydraulic design has not been made, March 1957. Project design floodplane from authorizing report.

CORPS OF ENGINEERS U.S. ARMY

*