Pre-construction site conditions at Desert National Wildlife Refuge Fire Cache Station, Corn Creek Station, Nevada

Desert National Wildlife Refuge – Fire Cache & Bunkhouse

Desert National Wildlife Refuge – Fire Cache & Bunkhouse

Corn Creek Station, Lincoln County, Nevada

HCF served as the civil engineering design lead for the U.S. Fish and Wildlife Service (USFWS) Nevada Fire Zone Fire Complex, a federal design-build project located within the Desert National Wildlife Refuge at Corn Creek Field Station in Nevada. The project supports wildfire operations serving approximately 1.7 million acres of federally managed refuge lands and includes a new fire cache station and associated bunkhouse facilities.

HCF’s civil engineering scope included site grading, drainage analysis, utility infrastructure design, access roads, parking areas, concrete sidewalks, erosion control measures, and preparation of civil site development plans. HCF coordinated closely with the design-build contractor and a multi-disciplinary team (architect, MEP, structural, and archeology) through phased federal submittals at the 50%, 90%, and 100% design milestones. Additional services included design and permitting of the onsite septic system through the Southern Nevada Health District, wastewater demand calculations, and domestic water distribution system design using EPANet 2.2 hydraulic modeling to support reliable service in a remote refuge environment.

Deer Waters engineering modeling photo

Deer Water

Deer Waters Resort – Hydrologic Analysis

Hideout, Utah

HCF completed a hydrologic analysis to support the proposed Deer Waters Resort condominium development located on the north side of Hideout, Utah, approximately half a mile east of Jordanelle Reservoir. The analysis evaluated how stormwater runoff from the site and surrounding mountainous terrain is conveyed through existing and proposed drainage infrastructure, confirming that all off-site and on-site flows are safely routed through the development and returned to their historical discharge locations at Jordanelle Reservoir.

Industry-standard hydrologic methods were applied using Autodesk Storm and Sanitary modeling software with SCS TR-55 lag and transform methods for the 10-year storm event. NOAA Atlas 14 precipitation data and USGS Hydrologic Soil Group classifications were used with conservative assumptions throughout. The analysis confirmed that all drainage facilities, including culverts and inlets, provide adequate capacity and conform to State of Utah and local stormwater design standards.

Cercla Project photo taken in the fall in Utah

Salt Lake City VAMC -CERCLA

SLC CERCLA Storage – VA Medical Center Site Design

Salt Lake City, Utah

HCF provided civil site design services for a CERCLA storage facility at the George E. Wahlen Department of Veterans Affairs Medical Center in Salt Lake City, Utah. The project required a detailed layout design to maximize the available area allotted by the VA, incorporating a 50-foot turning radius to accommodate large vehicles loading and unloading soil samples. An alternative drive-through configuration was also designed to provide additional operational flexibility.

HCF’s scope included surveying all existing site features, designing a concrete pad at appropriate grading and slope to conform with existing conditions, and coordinating around significant utility conflicts including 30-inch and 36-inch storm drains owned by Salt Lake City Public Utilities and a 6-inch gas line requiring 36 inches of vertical separation. The final design fit three connex box containers between an existing light pole and storm drain manhole while maintaining required clearances. HCF also managed the acquisition of all applicable environmental permits throughout the project.

Site Photo with cliff and rocks with a steep embankment

Little Cottonwood Creek Tributary

Little Cottonwood Creek Tributary – Slope Mitigation

Cottonwood Heights, Utah

HCF provided an engineering evaluation of slope stability and structural support for an existing residence in Cottonwood Heights, Utah, in response to City review under the Sensitive Lands ordinance. Field observations and survey data were used to assess the relationship between the hillside, existing improvements, and the home’s structural zone of influence, confirming that slope conditions do not adversely affect the support of the residence. Based on conservative geometric assumptions and stability criteria, the home was determined to meet accepted static and seismic safety factors.

HCF’s scope also included preparation of grading and erosion control plans, development of rockery stability calculations, and coordination with project stakeholders to support City review and approval. The project emphasized restoring long-term slope stability through appropriate erosion control measures and revegetation of the disturbed hillside adjacent to the Little Cottonwood Creek tributary.