Trunk sewer under Main Street mixed-use fill
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Rocky Mountain Power and fiber.
Logan, UT · Cache County
Microtunneling and pipe jacking for Logan municipal trunk sewers — sealed-face mining when HDD diameter or grade tolerance cannot meet Cache County gravity specs along the Logan River corridor.
Tunneling and TBM work in Logan targets municipal trunk sewers, large outfalls, and owner specs where steerable HDD cannot hold gravity grade or diameter. Shaft spreads localize disruption compared to open trenching a deep urban trunk through utility-congested fill along Main Street and the USU campus district.
Logan River fringe and Cache Valley outfall projects often land here — high groundwater, floodplain review, and settlement limits push engineers toward pipe jacking instead of wide open cuts through mixed-use blocks and riparian ROW near the agricultural edge.
Residential laterals and short commercial shots stay on HDD or auger bore. Microtunneling in Logan is a municipal and large-contractor tool — we scope shafts, slurry handling, and Cache County inspection milestones when your plans call for it.
Real Cache County angles — not generic statewide copy.
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Rocky Mountain Power and fiber.
Floodplain and bank stability rules favor bored installation over stripping riparian ROW. Shaft design accounts for seasonal high water and US-89 adjacency.
Campus-adjacent districts combine shallow telecom, chilled water, and gas with deep sanitary collectors. TBM reduces surface disruption across pedestrian corridors.
When HDD profile cannot meet large RCP grade on a state crossing, microtunneling may be specified — shafts, spoils export, and MOT are engineered upfront.
Logan TBM and microtunnel scopes begin with shaft design, geotech, and permit path — Logan City, Cache County, UDOT, and Logan River floodplain where applicable. Laser-guided line and grade drives the mining face; slurry or spoil handling is planned for urban sites with limited laydown near Main Street. Inspection hold points follow municipal or owner spec before carriers are accepted.
Cache Valley lacustrine clay, Logan River alluvium, and bench cobble toward Logan Canyon mouth — agricultural fill on west-side parcels.
Logan bores encounter Cache Valley lacustrine clay on most grids, Logan River alluvium near the corridor, and cobble toward Logan Canyon mouth. Agricultural west-side parcels may hit mixed fill over native clay. River-adjacent pulls need spring runoff groundwater planning.
Cache Valley cold, bench snow, and Logan River runoff push Logan crews to plan winter pit protection, spring flood holds, and mud programs for valley clay and bench alluvium.
Cache Valley winter cold and bench snow affect pit access and clay stiffness through March. Spring Logan River runoff raises groundwater on river-adjacent alignments. USU semester calendars influence campus-adjacent staging windows.
Logan City Engineering, Cache County ROW, UDOT US-89 relocations, Logan River floodplain, and USU campus owner coordination on district bores.
Logan City Engineering handles street and ROW permits inside city limits. Cache County ROW applies in unincorporated pockets. UDOT controls US-89 state corridor bores. Logan River floodplain work may need additional environmental review. USU district projects add owner access coordination.
Open trenching a deep trunk through Main Street corridor or Logan River ROW destroys more surface infrastructure than shaft-and-drive tunneling. HDD still wins on shallow laterals; TBM applies when diameter, grade, or length exceed practical steerable limits.
Diameter, length, shaft depth, groundwater handling, disposal, guidance, and municipal inspection milestones.
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.
Large-diameter gravity sewer, tight grade tolerance, or owner spec for sealed-face mining. We review your engineer's method note and geotech before quoting.
Shaft construction and permitting often exceed mining duration. Logan River floodplain and US-89 adjacency add calendar weeks — scoped in the estimate.
Rare — laterals and short commercial runs stay on HDD. TBM applies to municipal trunk, large outfalls, and engineered deep gravity lines.
City, Cache County, UDOT, and Logan River floodplain depending on alignment. Permit path is scoped before shaft design.
Yes with proper face support and groundwater handling. Geotech and dewatering plans are engineered before mining starts.
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