Switchgear duct bank under a 3300 South retail pad
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the parking aisle open during construction.
Millcreek, UT · Salt Lake County
Electric conduit and duct bank boring for Rocky Mountain Power underground programs, 3300 South commercial TI, and I-15 corridor relocations — steerable pulls under Millcreek hardscape without full-width trenching.
Electric conduit boring in Millcreek places duct bank and primary/secondary runs under parking structures, brick sidewalks, and UDOT ROW when open trench would shut down tenant access or strip new streetscape. Rocky Mountain Power underground conversion projects and commercial switchgear upgrades drive steady demand across 3300 South, historic neighborhoods, and Murray border.
Millcreek's shallow stack — existing Rocky Mountain Power primary, city water, Dominion Energy gas, and carrier fiber — requires Blue Stakes 811 tickets and potholes at every paint conflict before pits open. Directional Boring Utah sizes ream passes for your conduit count, vault spacing, and pull length through Wasatch bench clay and intermittent cobble.
Post-paving tenant improvement on 3300 South pads cannot trench a full parking aisle to reach new switchgear. HDD links manholes and pull boxes under asphalt with pits offset from striping — pavers stay intact except at vault connections.
Real Salt Lake County angles — not generic statewide copy.
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the parking aisle open during construction.
Underground conversion replaces overhead tap in a narrow alley with brick walks. HDD avoids stripping the full alley width.
State widening stacks Rocky Mountain Power primary relocations under ROW. Permits, MOT, and night windows precede multi-duct pullback.
Commercial expansion requires duct between buildings under pedestrian sidewalks. Profile avoids shallow gas and water loops.
Millcreek electric bores start with locate paint and Rocky Mountain Power as-built review — Blue Stakes 811 before pits, hand digging at conflicts. Ream diameter matches conduit count and bend radius; pull boxes and vault tie-ins are scoped for access cuts. Mud programs manage Wasatch bench clay; long pulls monitor tension through Millcreek fill.
East bench alluvial fans, Millcreek Canyon wash alluvium, and lake-bed clay on west grids — cobble increases toward canyon mouths.
Millcreek bores hit alluvial fan cobble toward canyon mouths, bench clay on central grids, and lake-bed clay on west edges. Wash channels carry cobble and sand that collapse without adequate mud weight. Uphill lots in Mt. Olympus Cove add bedrock risk at depth.
East bench elevation and canyon runoff push Millcreek crews to plan mud programs for alluvial fan cobble and inversion moisture on bench clay near the Jordan River.
Spring canyon runoff raises wash levels and groundwater on east-side jobs. Winter bench snow affects pit access on uphill lots. Summer lightning affects exposed pads — we plan seasonal windows with restoration and tenant schedules.
Millcreek City Public Works, Salt Lake County ROW, UDOT I-215 relocations, and Millcreek Canyon wash floodplain on east-side alignments.
Millcreek City Public Works handles street and ROW permits. UDOT controls I-215 state corridor bores. Millcreek Canyon wash floodplain work may need additional review on east-side alignments. Established neighborhoods may require tree protection coordination during pit work.
Open-cut across a 3300 South retail pad or new historic neighborhood streetscape destroys pavers and landscape faster than duct bank boring costs. HDD wins when vaults are separated by paving, ROW is congested, or UDOT limits trench width.
Duct count, vault spacing, asphalt restoration, traffic control, inspection time.
You share plans or describe the problem; we confirm alignment, depth, access, and which trenchless method fits Utah soils.
Blue Stakes 811 ticket filed; wait period before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, UDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Millcreek lots; larger HDD for I-15 or I-80 relocations — matched to length and diameter.
Steered pilot on design line, ream passes sized for your pipe or casing, fluid program tuned for clay or sandstone.
HDPE fusion, steel casing, or multi-duct bundle pulled with tension and bend-radius monitoring.
Pressure test, mandrel, or survey records for owners, inspectors, and operators as spec requires.
Compact pits, replace sod or hardscape per scope, leave Blue Stakes ticket and locate map in your project file.
Conduit count, length, voltage class, soil, vault spacing, and UDOT permits drive price — not a flat per-foot rate.
Yes — we align with utility spec, pull tension limits, and inspection hold points on conversion corridors.
Ream size and pull tension are engineered for your duct count. Confirmed before mobilization with your electrical engineer.
Often yes — offset pits and steerable path under the slab. Vault or pull-box tie-ins may need a small pavement cut.
Blue Stakes 811 with remark tickets and potholes at stacked Rocky Mountain Power, water, and telecom marks — built into schedule lead time.
24/7 — Emergency dispatch statewide. Tell us entry, exit, pipe size, and county — a bore specialist calls back with cost drivers, not a flat rate.
Scope your alignment
Step 1 of 2 — path, pipe, and city first