General

• Region (Map) : ................... Mid-Pacific
• State (Map) ........................  California
• County ................................ Placer
• Project: ................................ CVP-Auburn-Folsom
• Dam type: ........................... Earthfill
• Location: ............................ On Shirttail Creek
• Watercourse: ..................... N Shirttail Creek
• Reservoir: ........................... Sugar Pine
• Construction Date: ............1981
• National ID Number .......... CA82905
• Hydrologic Unit Code ......

Dimensions

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

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: