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Sacramento River Flood Control System

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Sacramento River Flood Control System A p pp pr ro x im a te ly 5 0 M il Sacramento River le es Shasta Dam and Lake ek s rre N Operating Agency: USBR C o rt rr reek th Dam Elevation: 1,077.5 ft llde Cre 70 I E eer GrossMoulton Pool Area: 29,500 Weir ac AB D Gross Pool Capacity: 4,552,000 ac-ft Flood Control System Medford !( OREGON IDAHOIDAHO l l a a n n a a C C !( Redding kk ee PLUMAS CO a e a s rr s u C u s l l Reno s o !( ome o 99 h C AB Th C NEVADA - - ^_ a a Sacramento m TEHAMA CO aa hh ee !( TT San Francisco !( Fresno Las Vegas !( kk ee e e !( rr Bakersfield 5 CC %&'( PACIFIC oo 5 ! Los Angeles cc !( S ii OCEAN a hh c CC r a S to m San Diego on gg !( ny ii en C BB re kk ee ee k t ee Black Butte o rr C Reservoir R i dd 70 v uu Paradise AB Oroville Dam - Lake Oroville Hamilton e M Operating Agency: CA Dept of Water Resources r Dam Elevation: 922 ft City Chico Gross Pool Area: 15,800 ac Gross Pool Capacity: 3,538,000 ac-ft M & T Overflow Area Black Butte Dam and Lake Operating Agency: USACE Dam Elevation: 515 ft Tisdale Weir Gross Pool Area: 4,378 ac 3 B's GrossMoulton Pool Capacity: 136,193Weir ac-ft Overflow Area BUTTE CO New Bullards Bar Dam and Lake Operating Agency: Yuba County Water Agency Dam Elevation: 1965 ft Gross Pool Area: 4,790 ac Goose Lake Gross Pool Capacity: 966,000 ac-ft Overflow Area Lake AB149 kk ee rree Oroville Tisdale Weir C GLENN CO ee tttt uu BB 5 ! Oroville New Bullards Bar Reservoir AB49 ll Moulton Weir aa nn Constructed: 1932 Butte aa CC Length: 500 feet Thermalito Design capacity of weir: 40,000 cfs Design capacity of river d/s of weir: 110,000 cfs Afterbay Moulton Weir e ke rro he 5 C ! Basin e kk Cre 5 ! tt 5 ! u Butte Basin and Butte Sink oncu H Flow from the 3 overflow areas upstream Colusa Weir of the project levees, from Moulton Weir, Constructed: 1933 and from Colusa Weir flows into the Length: 1,650 feet Butte Basin and Sink. Design capacity of weir: 60,000 cfs Design capacity ofColusa river d/s of weir: Weir65,000 cfs Tisdale Weir Englebright Lake Englebright Dam and Lake Operating Agency: USACE Dam Elevation: 542 ft GrossTisdale Pool Area: - Weir Gross Pool Capacity: 70,000 ac-ft 5 SUTTER ! ! 5 BUTTESBUTTES COLUSA CO COLUSA CO Colusa 20 rr AB ve Rii 20 AB ba SUTTER CO Yu b ll aa NEVADA nn NEVADA aa C C YUBA CO hh Marysville CO tt rr Yuba City oo Sutter Bypass at Tisdale Bypass Gllenn - ww C ss C Canall Flow from the Butte Sink feeds o dd Teh ol aa the Sutter Bypass. Additional flow Teham u s a a P ma !( W is added at the Tisdale Weir and - from the Feather River. C Tisdale Weir o lu sa C an a ll Legend S u Camp Far !(P t ! Pump Station t t FF e West ee rr ve AB49 r a ii 5 Tisdale ! a R Federal Levee Tisdale Bypass t Reservoir 5 ! !(P h rr e aa r ee r B Non-Federal Levee (PL-84 99) C o l Wheatland u R s R Other Non-Federal Levees a i B i B v v y ee p rr River or Stream p Tisdale Weir B a a s Constructed: 1932 s s Length: 1,150 feet ii Aqueduct or Canal n 65 Design capacity of weir: 38,000 cfs 70 AB Design capacity of river d/s of weir: 30,000 cfs AB Lakes or Water Body Tisdale Weir !(P 99 S AB Designated Floodway a AB193 c r D D a r Delta Legal Boundary r m Lincoln a a i i e n LAKE n LAKE n Freeway t o CO er PLACER CO R iv Highway ll Fremont Weir a an County Boundary Constructed: 1924 C ss Length: 10,400 feet 5 ss %&'( rro Design capacity of weir: 343,000 cfs C ss Design capacityFremont of river d/s of weir:Weir 107,000 cfs a Yolo Bypass at I-5 Data Sources: om K att Flow from the Fremont Weir Rocklin n N - National Levee Database, USACE ig feeds the Yolo Bypass. h 80 ts %&'( - Comprehensive Study, USACE LL 5 - California Levee Database, CA DWR a ! n Cache Creek dd i Yo l o B P 1 - Delta Protection Commission i Roseville nn g - Streets USA Settling Basin R i id - ArcGIS Online, ESRI_Imagery_World_2D layer d N g N e e aa C t Copyright:© 2009 ESRI, i-cubed, GeoEye kk C t o YOLO CO e u o e m rr t m C a a 5 ! s e s h 0510 cc a E Miles C E a a s Folsom s t t 5 Woodland ! Sacramento Weir M Folsom a Lake Constructed: 1916 ii Y nn Length: 1,920 feet o Number of Gates: 48 D l D Design capacity of weir: 112,000 cfs rr o aa !(P Design capacity of river d/s of weir: 110,000 cfs ii Sacramento Weir nn aa gg rr e e e 50 Folsom Dam and Lake Natomas vv ii KL Operating Agency: USBR CC R 5 ! a Dam Elevation: 480.5 ft a nn Gross Pool Area: 11,450 ac aa l Gross Pool Capacity: 977,000 ac-ft 505 Wiillllow Sllough Bypass l %&'( nn 113 !(P a Tisdale Weir AB rriic Rancho m e Sacramento A !(P B B Cordova y y p Putah p %&m( h C Davis a r a eek s s s Lake s Berryessa SACRAMENTO CO 5 ! ll ee nn nn Yolo Bypass at Lisbon aa hh Additional flow is added at the CC Sacramento Weir and from pp ii various small tributaries. hh SS rr e Elk vv rr ii ee R Yo l o B P 2 tt a NAPA CO a Grove 29 WW ss AB ee nn pp m ee uu ee ss oo DD C oo tt nn ee Vacaville mm aa rr cc aa SS S a c r 80 a 5 %&'( SOLANO CO m %&'( Napa e n to 121 R AB hh i gg v uu e oo SONOMA Fairfield ll r SS Galt 12 AB t CO t a Walnut Grove a o o bb mm aa hh ee gg tt uu SS lloo S 12 aa AB nn aa 99 Rio ii AB rr gg e rr iiv o R o Mo e e kelumne Vista Isleton e lum GG Lodi SAN Vallejo JOAQUIN CO ek rre San S C a rr Suisun n Bea Ca J la o ve Pablo 780 a r a %&'( Bay qu s Riiver i n Bay Mok ellum 88 ne AB A R qu 5 ed Pittsburg ! i uct v Martinez AB4 e r hh Antioch gg uu lloo !(P S !(P ! n Sacramento-San Joaquin River Delta P mo !( Morrm Concord The Delta is the largest estuary on the West Coast. Total Acres: 736,990 Stockton Farmland Acres: 511,968 Source: Delta Protection Commission AB4 Richmond %&'(580 CONTRA COSTA CO Yo l o B P 2 Walnut Creek dlle Riiver 24 iid AB M Clifton l l a a n n a a C Court C Harvey O. Banks Pumping Plant a a tt 80 As part of the State Water Project, the plant draws Forebay end oo %&'( 980 --M O water out of the Sacramento-San Joaquin River Delta aa %&'( tt l ll ld 13 d AB and lifts it 244 feet into the California Aqueduct. ee Manteca DD 5 Yo l o B P 2 ! 5 101 !(P R %&'( 120 KL ! P iv AB Oakland !( er San Francisco C !(P a l ALAMEDA l iiffor ALAMEDA n n i 680 ia AB1 %&'(280 %&'( A CO que 880 CO e du %&'( c 205 %&'(580 t %&'( Prepared by Jim Mars, Hydrology - CESPK.
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