General

• Region (Map) : .................. Great Plains
• State (Map) ........................ Wyoming
• County ............................... Natrona
• Project: ............................... Kendrick
• Dam type: .......................... Earthfill
• Location: ........................... 10 mi below Pathfinder
• Watercourse: .................... North Platte River
• Reservoir: .......................... Alcova
• Construction Date: .......... 1935-1938
• National ID Number ........ WY01290
• Hydrologic Unit Code ...

Dimensions

• Crest Elevation of Dam: .....................5510.00 ft
• Structural Height of Dam: ..................  265.00 ft
• Crest Length: .......................................  763.00 ft
• Top of Joint Use: ................................         N/A
• Top of Active Conservation: ........... 5500.00 ft
• Top of Inactive Conservation: ......... 5487.00 ft
• Spillway Crest: .................................... 5460.00 ft
• Top of Dead Storage: ........................ 5334.08 ft
• Streambed at Dam Axis : ................... 5325.00 ft

Hydraulics

• Normal Water Surface Elevation ........5500.0 ft
• Hydraulic Height: ...................................180.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................ No
•    Morning-Glory ........................................... No
•    Crest Length    ........................................... NA
•    Gated      ....................................................... No
•    Capacity at Elev:  5500.0  ft,   .......  55,000 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0  cfs
• Outlet Works Capacity at
•     Elevation  5498.0 ft  .......................... 2950 cfs

Hydrology

• Drainage Area: ..................................   65.0 sq mi
• Hydrometeorological Report                 HMR 43
• Flood Type: ................................ Winter General
• Storm Duration: ......................................... 72 hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ....................................... 91,720 cfs
•   Inflow Volume: ...........................105,800 acre-ft
•   Flow Duration: ...................................... 30 days
•   PMF Routing MWS Elev.: ................. 5487.6 ft
•   Initial Routing Elev: ............................ 5500.6 ft
•   Study Date: .............................. November 1970