General

• Region (Map) : .................. Mid-Pacific
• State (Map) .......................  California
• County ...............................  Solano
• Project: ............................... Solano
• Dam type: ........................... Earthfill
• Location: ............................ 1.3 mi NW of Cordelia
• Watercourse: ..................... Offstream Storage
• Reservoir: ........................... Terminal
• Construction Date: ........... 1959
• National ID Dam ................ CA10195
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: .......................   90.0 ft
• Structural Height of Dam: .....................  24.0 ft
• Crest Length: ......................................... 870.0 ft
• Top of Joint Use: ......................................... NA
• Top of Active Conservation: ................ 87.0 ft
• Top of Inactive Conservation: .............. 85.0 ft
• Spillway Crest: ............................................. NA
• Top of Dead Storage: ............................. 77.6 ft
• Streambed at Dam Axis : ........................ 75.0 ft

Hydraulics

• Normal Water Surface Elev: .............. 87.0 ft
• Hydraulic Height: ................................ 19.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ............................ No
•    Morning-Glory ....................................... No
•    Crest Length    ....................................... NA
•    Gated      .................................................. No
•    Capacity at Elev:  0  ft,                         0 cfs
• Auxiliary Spillway ..................................... No
•     Capacity at Elev.   .............................. 0 cfs
• Outlet Works Capacity at
•     Elevation 0 ft.,  ..................................... 0 cfs

Hydrology

• Drainage Area: ................................. sq mi
• Hydrometeorological Report        HMR x
• Flood Type: ...............................General
• Storm Duration: .......................................  hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ..................................  cfs
•   Inflow Volume: ........................  acre-ft
•   Flow Duration: ......................................0 days
•   PMF Routing MWS Elev.: ................. x.0 ft
•   Initial Routing Elev: ............................ x.0 ft
•   Study Date: