General

• Region (Map) .................... Lower Colorado
• State (Map) .......................  California
• County ................................ Riverside
• Project: ................................ San Diego
• Dam type: ........................... Earthfill
• Location: ............................ 10 mi from Temecula
• Watercourse: ..................... Tucalota Creek
• Reservoir: ........................... Robert A. Skinner
• Construction Date: ........... 1973
• National ID Number .......... CA00223
• Hydrologic Unit Code .......

Dimensions

• Crest Elevation of Dam: ............................   NA
• Structural Height of Dam: ...................  109.0 ft
• Crest Length: ....................................... 5150.0 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: ............. ft
• Hydraulic Height: .............................. x.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ..........................Yes
•    Morning-Glory .................................... No
•    Crest Length    ................................. xx ft
•    Gated      ............................................ No
•    Capacity at Elev:  xxxx.0  ft,        x,xxx cfs 
• Auxiliary Spillway .................................. No
•     Capacity at Elev.   ........................... 0 cfs 
• Outlet Works Capacity at
•     Elevation  xxxx.0 ft.,  ............... x,xxx cfs

Hydrology

• Drainage Area: ................................. 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: