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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
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