Sanitary lateral under a Traverse Mountain driveway
Aging clay lateral under a stamped concrete drive. Steerable bore from the cleanout to the main preserves the slab that open trench would break for weeks.
Lehi, UT · Utah County
Sewer and water line boring under Lehi Traverse Mountain hardscape, Silicon Slopes commercial pads, and Utah Lake fringe paths — gravity and pressure HDD without full-width trench restoration.
Sewer and water line boring in Lehi replaces aging laterals and mains under stamped concrete, mature trees, and Traverse Mountain front yards when open trench would destroy hardscape and close customer access for weeks. Lehi City service upgrades and sanitary lateral replacements drive steady demand across Utah County.
Lehi's utility stack — water mains, sanitary collectors, Dominion Energy gas, Rocky Mountain Power, and irrigation — requires Blue Stakes 811 tickets and potholes at every paint conflict before pits open. Directional Boring Utah sizes ream passes for pipe diameter, grade tolerance, and pull length through Utah Lake fringe clay.
Gravity sewer laterals under Traverse Mountain driveways and pressure water services across Silicon Slopes parking pads stay on steerable HDD when profile control meets engineer tolerance. Large trunk lines with tight grade may shift to microtunneling — we align method with your plan set before quoting.
Real Utah County angles — not generic statewide copy.
Aging clay lateral under a stamped concrete drive. Steerable bore from the cleanout to the main preserves the slab that open trench would break for weeks.
Lehi City main extension under congested ROW with stacked shallow utilities. HDD narrows restoration footprint and inspection windows.
Shoreline-adjacent lot cannot strip fringe vegetation for open trench. Profile maintains grade while avoiding shallow gas and irrigation.
Tenant improvement requires water and sanitary in one corridor under asphalt. Offset pits and steerable path keep parking access open.
Lehi sewer and water bores start with locate paint and utility as-built review — Blue Stakes 811 before pits, hand digging at conflicts. Ream diameter matches pipe OD; fusion and testing follow Lehi City or sanitary district spec. Mud programs manage Utah Lake fringe clay; pullback monitored for buoyancy on long HDPE runs.
North Utah County bench clay, Dry Creek alluvium, and compacted fill on Silicon Slopes tech-campus pads — cobble toward Traverse Mountain.
Lehi bores encounter bench clay on most residential grids, Dry Creek alluvium on east-side alignments, and cobble toward Traverse Mountain. Tech-campus fill over native clay adds compaction variables. Silicon Slopes trunk bores at depth may hit cobble lenses without proper bit selection.
Utah County bench winds and tech-campus dust push Lehi crews to plan mud programs for bench clay and TI-schedule windows around Silicon Slopes construction traffic.
Tech-campus construction traffic influences staging windows on corridor jobs. Spring Dry Creek runoff raises groundwater on east-side alignments. Summer heat on exposed campus pads affects crew safety — we plan seasonal windows with TI deadlines.
Lehi City Engineering, Utah County ROW, UDOT I-15 Silicon Slopes relocations, and Dry Creek floodplain on east-side alignments.
Lehi City Engineering handles street and ROW permits. Utah County ROW applies on outer edges toward Saratoga Springs. UDOT controls I-15 Silicon Slopes corridor bores — expect MOT and tight schedule windows. Dry Creek floodplain work may need additional review.
Open-cut across a Traverse Mountain front yard or Silicon Slopes pad destroys landscape and pavers faster than sewer-water boring costs. HDD wins when the main and structure are separated by hardscape, ROW is congested, or Utah Lake fringe floodplain limits trench width.
Length, depth, tap fees, rock, paver restoration, and access for rig staging.
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.
Pipe diameter, length, grade tolerance, soil, utility congestion, and restoration drive price — not a flat per-foot rate.
Yes on laterals and many main extensions when grade tolerance allows steerable profile control. Large trunk lines with tight tolerance may shift to microtunneling.
Often yes with offset pits and steerable path under the slab. Cleanout or tie-in access may need a small cut — flagged in the quote.
Higher groundwater and alluvial soils change mud weight, shoring, and schedule. Some alignments need seasonal awareness.
Lehi City, Utah County, and water utility depending on service type and location — permit path scoped upfront.
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