Trunk sewer under 104th Avenue mixed-use fill
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Xcel and fiber.
Westminster, CO · Adams County
Microtunneling and pipe jacking for Westminster municipal trunk sewers — sealed-face mining when HDD diameter or grade tolerance cannot meet Adams County gravity specs along the 104th corridor.
Tunneling and TBM work in Westminster 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 US-36 frontage and Orchard Town Center.
Standley Lake watershed outfall projects and large storm trunk extensions often land here — high groundwater, settlement limits, and tight grade tolerance push engineers toward pipe jacking instead of wide open cuts through mixed-use blocks and lake-adjacent ROW.
Residential laterals and short commercial shots stay on HDD or auger bore. Microtunneling in Westminster is a municipal and large-contractor tool — we scope shafts, slurry handling, and city inspection milestones when your plans call for it.
Real Adams County angles — not generic statewide copy.
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Xcel and fiber.
Settlement and slope stability rules favor bored installation over stripping lake-adjacent ROW. Shaft design accounts for seasonal groundwater and US-36 adjacency.
Retail districts combine shallow telecom, gas, and water with deep sanitary collectors. TBM reduces surface disruption across customer-access drives.
When HDD profile cannot meet large RCP grade on a state crossing, microtunneling may be specified — shafts, spoils export, and MOT are engineered upfront.
Westminster TBM and microtunnel scopes begin with shaft design, geotech, and permit path — City of Westminster, Adams County, CDOT, and Standley Lake watershed where applicable. Laser-guided line and grade drives the mining face; slurry or spoil handling is planned for urban sites with limited laydown near Orchard Town Center. Inspection hold points follow municipal or owner spec before carriers are accepted.
Adams and Jefferson County clay, Standley Lake alluvium, and compacted fill on US-36 corridor redevelopments.
Westminster bores encounter expansive clay on most residential grids, Standley Lake alluvium on west pockets, and structural fill on US-36 redevelopments. County-line jobs may shift soil model mid-alignment — quoted per geotech when available.
Plains hail and US-36 wind exposure push Westminster crews to plan lightning holds on open retail pads and clay heave near Standley Lake.
US-36 exposed sites see wind-driven dust and lightning holds in summer. Standley Lake area groundwater rises in spring — we plan ream and pullback accordingly.
City of Westminster Public Works, Adams/Jefferson County ROW splits, CDOT US-36 BRT corridor relocations, Standley Lake watershed rules.
City of Westminster Public Works handles permits; county rules vary on north versus south edges. CDOT US-36 controls state corridor bores. Standley Lake watershed may add review on west alignments. Orchard Town Center jobs coordinate with retail management on staging and hours.
Open trenching a deep trunk through 104th corridor or Standley Lake-adjacent 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 Colorado soils.
Colorado 811 ticket filed; wait period before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, CDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Boulder lots; larger HDD for I-25 or I-70 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 811 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. Standley Lake watershed and US-36 adjacency add calendar weeks — scoped in the estimate.
Yes with proper shaft shoring and face support. Groundwater near Standley Lake may require dewatering — geotech drives the shaft design.
Usually yes — laterals and short commercial runs stay on HDD or auger bore. TBM applies to trunk lines and large outfalls per engineer spec.
City of Westminster and Adams County depending on location. CDOT adds scope on US-36-adjacent work — permit path is 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