General

• Region (Map) : ...................Mid-Pacific
• State (Map) .......................  California
• County ............................... El Dorado
• Project: ................................ CVP-Folsom Sly Park
• Dam type: ........................... Earthfill
• Location: ............................ Near Placerville, CA
• Watercourse: ..................... Sly Park Creek
• Reservoir: ........................... Jenkinson Lake
• Construction Date: ............1953-1955
• National ID Number .......... CA10187
• Hydrologic Unit Code ......

Dimensions

• Crest Elevation of Dam: ....................   3482.0 ft
• Structural Height of Dam: ....................  190.0 ft
• Crest Length: .......................................... 760.0 ft
• Top of Joint Use: ................................. 3471.0 ft
• Top of Active Conservation: ................... x.0 ft
• Top of Inactive Conservation: ................. x.0 ft
• Spillway Crest: ...................................... 3471.0 ft
• Top of Dead Storage: ................................. x.0 ft
• Streambed at Dam Axis : ............................ x.0 ft

Hydraulics

• Normal Water Surface Elev: ................3471.0 ft
• Hydraulic Height: .................................. 170.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    .................................Yes
•    Morning-Glory ............................................ No
•    Crest Length    ..................................... 170.0 ft
•    Gated      ....................................................... No
•    Capacity at Elev:  3476.0  ft,              6,700 cfs
• Auxiliary Spillway ...........................  ............ No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  3476.0 ft.,  .......................   250 cfs  

Hydrology

• Drainage Area: ...................................47.0 sq mi
• Hydrometeorological Report                    HMR
• 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: