General

• Region (Map) ................... Mid-Pacific
• State (Map) ........................ California
• County ................................. Sacramento
• Project ................................ CVP-Folsom-Sly Park
• Dam type ........................... Earthfill
• Location ............................ Near Folsom
• Watercourse ..................... Blue Ravine
• Reservoir ........................... Folsom Lake
• Construction Date ........... 1956
• National ID Number ......... CA10153
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ......................       x.0 ft
• Structural Height of Dam: ..................   110.0 ft
• Crest Length: ........................................ 4820.0 ft
• Top of Joint Use: .................................          NA
• Top of Active Conservation: .............          NA
• Top of Inactive Conservation: ...........         NA
• Spillway Crest: ......................................         NA
• Top of Dead Storage: ..........................         NA
• Streambed at Dam Axis : .....................         NA

Hydraulics

• Normal Water Surface Elev: .............        NA
• Hydraulic Height: ..............................  105.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    .........................     No
•    Morning-Glory ....................................     No
•    Crest Length    .................................        NA
•    Gated      ............................................         No
•    Capacity at Elev:  0.0  ft,                        0 cfs 
• Auxiliary Spillway ..................................     No
•     Capacity at Elev.   ...........................     0 cfs 
• Outlet Works Capacity at
•     Elevation  0.0 ft.,  ...............                  0 cfs 

Hydrology

• Drainage Area: ................................ 1,875 sq mi
• Hydrometeorological Report           HMR N/A
• 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: