General

• Region (Map) : .................. Mid-Pacific
• State (Map) ........................ Nevada
• County ................................ Churchill
• Project: ................................ Newlands
• Dam type: ........................... Earthfill
• Location: ............................ SE of Lahontan Dam
• Watercourse: ..................... Carson River
• Reservoir: ........................... Sheckler
• Construction Date: ..........  1954
• National ID Number ......... NV00214
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: ..................    4217.0  ft
• Structural Height of Dam: ..................     20.0  ft
• Crest Length: ..................................... 16350.0  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 xx
• 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: xx 19