BUTTE CREEK WILLOW CREEK WILSON CREEK * * WALKER CREEK MUD...
1
3 2 1 0 15 3,000 300 250 0 5 10 50 15 100 150 0 250 Chico Creek Sandy Gulch (Lindo Channel) 200 5 0 Gage - Shippee Rd. S.N.R.R. Nelson - Shippee Road Mouth of Cottonwood Creek and Western Canal Siphon Richvale - Oroville Road (Old U.S. Hwy 99E) Siphon S.P.R.R. Butte City - Oroville Road Concrete dam Afton-Biggs Road Schohr Road Jct. District Canal Gridley - Colusa Road 70.0 70.8 72.2 73.7 75.1 76.3 86.2 83.9 95.5 97.0 91.4 89.9 109.0 104.3 100.3 108.5 104.7 114.5 112.6 123.8 122.0 139.0 138.2 130.8 161.8 159.6 152.3 166.0 173.5 S.P.R.R. Mouth of Little Chico Creek Diversion New U.S. Hwy 99E Chico - Oroville Road Diversion Dam Durham - Oroville Road Diversion Dam S.N.R.R. U.S. P.R.R. 99E & S.P.R.R. County Road County Road Western Canal Dam Nelson - Blavo Road Goodspeed - Watt Road 97.8 130.0 128.6 125.8 123.8 123.0 121.7 120.0 118.7 116.9 115.3 114.5 111.4 112.5 112.0 108.9 106.5 106.0 102.0 100.2 158.9 153.2 150.1 146.5 142.2 138.4 137.0 135.9 132.1 168.0 166.8 177.5 181.7 179.3 188.9 192.8 201.0 197.0 210.1 216.7 220.8 237.6 234.6 229.5 222.2 Walker Road Skyway Road S.P.R.R. Butte Creek S.N.R.R. 126.7 123.7 Mouth of Gold River Cherokee Canal Head of Diversion Channel at Antelope Creek Belle Mill Road Jct. Chipman Street Gravel Road State Hwy. 36 St. Marys Road 212.7 221.0 223.4 231.0 242.2 205.0 198.9 193.5 192.0 Rt. levee Rt. levee Jct. Sacramento River Lt. levee U.S. Hwy. 99E S.P.R.R. Irrigation Ditch New U.S. Hwy 99E 241.5 241.1 235.6 228.8 256.8 Sutter Avenue 273.0 278.2 Jct. Mud Creek Jct. Sacramento River Central Avenue U.S. Hwy 99W S.P.R.R. San Bonita Avenue Tehama Road Bridge Jct. Chico Creek 157.6 149.5 145.2 138.2 137.5 167.6 177.4 179.0 188.0 197.6 202.0 204.2 212.0 221.0 Head of Sandy Gulch & 5 Mile Dam Manzinita Avenue 241.0 259.4 Longfellow Avenue Dawning Avenue Mangrove Avenue Bridge U.S. Hwy 99E & S.N.R.R. Cussick Avenue S.P.R.R. State Hwy. 32 Head Channel Slough Oak Way Sacramento Avenue Grape Way Henleyville Bridge Power transmission lines 141.0 137.7 137.6 137.5 145.0 148.0 148.5 149.8 151.1 152.1 154.6 156.9 160.9 182.4 179.4 178.2 172.5 171.4 185.5 190.6 193.2 198.7 202.3 208.1 281.8 276.5 275.0 272.9 269.5 265.5 224.8 236.1 248.1 Big Chico Creek S.N.R.R. Dry Creek Hicks Lane Mouth Sycamore Creek Hwy 99E Nord Hwy Bell Road S.P.R.R. State Hwy 32 Meridian Road Sacramento Avenue Mouth of Mud Creek Sutter Avenue Chico Creek Jct. Willow Creek Jct. Willow Creek U.S. 99W S.P.R.R. U.S. Hwy 99W Sec 26 - 35, T20N, R3W County Road to Artois Pieper Road MILES Eucalyptus Road Weir Lacy - Stone Road Mace Road Jct. Walker Creek Willows Glenn Hwy. Jct. Wilson Creek U.S. Hwy 99W Boyd Road S.P.R.R. Willow - Fruta Road 321.5 325.0 315.1 309.9 302.3 294.3 291.8 265.4 275.9 255.0 251.8 229.5 239.1 233.7 239.1 242.7 263.6 275.1 276.8 288.9 301.9 Head of Diversion at Little Chico Creek County Road Bridge 15,000 13,000 27,000 22,000 8,500 8,800 10,000 11,000 MILES MEASURED ALONG CENTERLINE OF CHANNEL 15,000 WALKER CREEK THOMES CREEK * MUD CREEK WILSON CREEK * * WILLOW CREEK MILES MEASURED ALONG RIGHT BANK MILES MEASURED ALONG LEFT BANK MILES MEASURED ALONG LEFT BANK ALONG 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 - SALT CREEK DIVERSION * NORTH BANK GOLD RUN CREEK MILES ALONG PROPOSED LEVEE MILES ALONG RIGHT BANK CHICO CREEK - SANDY GULCH - LINDO CHANNEL ELDER CREEK Sycamore Creek Diversion Channel 200 150 250 200 150 150 100 6 5 5 4 MILES 4 3 2 1 0 3 2 1 0 450 400 350 350 300 250 300 15 10 0 4 3 2 1 0 250 200 300 250 200 100 10 10 5 5 0 7 6 5 4 3 2 1 0 CHEROKEE CANAL (Dry Creek) 20 15 10 5 0 LITTLE CHICO DIVERSION 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 Rawson Road Bridge U.S. Hwy 99W & S.P.R.R. Hall Road Jct. Sacramento River 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 - KAF Revised 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 PROJECT CALIFORNIA LEVEE AND CHANNEL PROFILES CORPS OF ENGINEERS, U.S. ARMY SACRAMENTO DISTRICT, SACRAMENTO, CALIFORNIA 15 MARCH 1957 FILE NO. 50-10-3334 SHEETS: 4 SHEET NO. 4 Re-created 2006 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 limits 50,000 All elevations are referred to U.S. Corps of Engineer Datum. Mean lower low water 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 flood plane from authorizing report. CORPS OF ENGINEERS U.S. ARMY *
-
Upload
truongquynh -
Category
Documents
-
view
217 -
download
2
Transcript of BUTTE CREEK WILLOW CREEK WILSON CREEK * * WALKER CREEK MUD...
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
Cre
ek a
nd
Wes
tern
Can
al S
ipho
n
Rich
vale
- O
rovi
lle R
oad
(Old
U.S
. Hw
y 99
E)
Siph
onS.
P.R.
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
Div
ersio
n D
am
Dur
ham
- O
rovi
lle R
oad
Div
ersio
n D
am
S.N
.R.R
.
U.S
. P.R
.R.
99E
& S
.P.R
.R.
Cou
nty
Road
Cou
nty
Road
Wes
tern
Can
al D
am
Nel
son
- Bla
vo R
oad
Goo
dspe
ed -
Wat
t Ro
ad
97.8
130.
012
8.6
125.
8
123.
8
123.
012
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
168.
016
6.817
7.5
181.
717
9.3
188.
9
192.
8
201.
019
7.0
210.
1216.
722
0.8
237.
623
4.6 22
9.5
222.
2
Wal
ker R
oad
Skyw
ay R
oad
S.P.
R.R.
Butte
Cre
ek
S.N
.R.R
.
126.
7
123.
7
Mou
th o
fG
old
Rive
rC
hero
kee
Can
al
Hea
d of
Div
ersio
n C
hann
elat
Ant
elop
e C
reek
Belle
Mill
Road
Jct.
Chi
pman
Stre
et
Gra
vel R
oad
Stat
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
1.1
235.
6
228.
8
256.
8
Sutte
r Ave
nue
273.
027
8.2
Jct.
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
Teha
ma
Road
Brid
ge
Jct.
Chi
co C
reek
157.
6
149.
5
145.
2
138.
2
137.
5
167.
6
177.
417
9.0
188.
0
197.
6202.
020
4.2
212.
0
221.
0
Hea
d of
San
dy G
ulch
&5
Mile
Dam
Man
zini
ta A
venu
e
241.
0
259.
4
Long
fello
w A
venu
e
Daw
ning
Ave
nue
Man
grov
e Av
enue
Brid
ge
U.S
. Hw
y 99
E &
S.N
.R.R
.
Cus
sick
Aven
ue
S.P.
R.R.
Stat
e H
wy.
32
Hea
d C
hann
el S
loug
hO
ak W
ay
Sacr
amen
to A
venu
e
Gra
pe W
ay
Hen
leyv
ille B
ridge
Pow
er tr
ansm
issio
n lin
es
141.
0
137.
7
137.
613
7.5
145.
0148.
014
8.5
149.
815
1.1
152.
115
4.6
156.
9160.
9
182.
417
9.4
178.
217
2.5
171.
4
185.
5190.
6193.
2198.
720
2.320
8.1
281.
827
6.5
275.
027
2.9
269.
526
5.5
224.
823
6.1
248.
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
*
