General

• Region (Map) : ............. Upper Colorado
• State (Map) ................... Colorado
• County .......................... Montezuma & Dolores
• Project: ...........................Dolores
• Dam type: ..................... Earthfill
• Location: ...................... Dolores-San Juan Divide
• Watercourse: ............... Offstream
• Reservoir: ..................... McPhee
• Construction Date: ......19-19
• National ID Number ..... CO82906
• Hydrologic Unit Code ...

Dimensions

• Crest Elevation of Dam: ...................  6736.0 ft
• Structural Height of Dam: ................      64.0 ft
• Crest Length: .....................................  2005.9 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: ............... 6924ft
• 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: