Project Phase 1 consists of improvements to the Holman Road Crossing, channel construction, energy dissipation features relocation and lowering of utilities & installation of fencing. Holman Road Crossing will consist of (5) 10'x10' double opening box culverts & wingwalls underneath Holman Road. Channel construction will include 28,550 CY of earthwork to be excavated and stored within the designated deposition area, with top soil stripped and stockpiled to cap deposition area at the end of earthwork activity. Energy dissipation features will include 292 CY of soil cement and 170 CY of wire enclosed rip rap to construct a soil cement pad on upstream side of box culverts and riprap dissipation on the downstream side. Utility work includes relocation of 466 LF of force main, installation of 4 new sewer manholes, and lowering of 520 LF of ductile iron waterline. Fencing improvements will include removal of 310 LF of existing fencing and installation of 1,816 LF of new 4 strand wire fencing. Phase 2B consists of channel construction, energy dissipation & access features, maintenance road construction, installation & removal of fencing and utility lowering. Channel construction will included 234,000 CY of earthwork to be excavated and stored within the designated deposition area, with top soil stripped and stockpiled to cap deposition area at the end of earthwork activity, approximately 15,000 CY of excavation off site to waste, and 40,000 CY of excavation to embankment to construct channel. Energy dissipation & access features will include 6,150 CY of soil cement and 440 CY of wire enclosed rip rap to construct (5) 6' tall soil cement drop structure consisting of 1' stair stepped lifts, and soil cement maintenance ramps on each side of the channel for every section in between drops. Maintenance road construction will consist of 15,500 SY of 4" base course in 12' width along both sides of the channel. Installation of fencing will include removal of 2,315 LF of existing fence and installation of 11,500 LF of new 4 strand wire fencing along both sides of the channel. 520 LF of existing 12" PVC water lines will need to be lowered underneath channel bottom and replaced with 12" ductile iron water line and installed with appropriate fittings. Project is located approximately 3.7 miles north of US-70 along Holman Road. Project will extend west to Isaacks lake, and east approximately 1,700 feet if additive alternate phase 3A is exercised. Project is located in Dona Ana County, New Mexico. *This project has been identified as part of a stimulus package