General

• Region (Map): ...................... Mid-Pacific
• State (Map) .......................... California
• County .................................. Sierra
• Project: ................................. Washoe
• Dam type: ............................ Earthfill
• Location: ............................. Little Truckee R.
• Watercourse: ...................... Little Truckee R.
• Reservoir: ............................ Stampede
• Construction Date: .............1966-1970
• National ID Number ........... CA10192
• Hydrologic Unit Code ......

Dimensions

• Crest Elevation of Dam: ...................... 5970.0 ft
• Structural Height of Dam: ...................   239.0 ft
• Crest Length:: ....................................... 1511.0 ft
• Top of Joint Use: ................................. 5948.7 ft
• Top of Active Conservation: ............. 5942.1 ft
• Top of Inactive Conservation: ........... 5798.3 ft
• Spillway Crest: ...................................... 5948.7 ft
• Top of Dead Storage: ........................... 5765.0 ft
• Streambed at Dam Axis : ...................... 5738.0 ft

Hydraulics

• Normal Water Surface Elev:       ..........5942.1 ft
• Hydraulic Height: .................................. 225.3 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ............................... Yes
•    Crest Length    .........................................   NA
•    Gated      ......................................................  No
•    Capacity at Elev:  5963.3  ft,             3,060  cfs
• Auxiliary Spillway ........................................  No
•     Capacity at Elev.   ................................  0  cfs
• Outlet Works Capacity at
•     Elevation  5963.3 ft  .......................... 2740 cfs  

Hydrology

• Drainage Area: ................................ 136.0 sq mi
• Hydrometeorological Report               HMR 36
• Flood Type: .............................  Winter General
• Storm Duration: ........................................ 72 hrs
• Probable Maximum Flood (PMF) Report:
•   Inflow Volume: ......................... 120,000 acre-ft
•   Flow Duration: .................................... 5.5 days
•   Peak Inflow: ...................................... 52,000 cfs
•   PMF Routing MWS Elev.: ................ 5948.7 ft
•   Initial Routing Elev: .........................   5942.1 ft
•   Study Date: ............................... February 1989