Trunk sewer under Olde Town mixed-use fill
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Xcel and fiber.
Arvada, CO · Jefferson County
Microtunneling and pipe jacking for Arvada municipal trunk sewers — sealed-face mining when HDD diameter or grade tolerance cannot meet Jefferson County gravity specs along Ralston Creek.
Tunneling and TBM work in Arvada 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 Olde Town and W 64th.
Ralston Creek and Candelas 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.
Residential laterals and short commercial shots stay on HDD or auger bore. Microtunneling in Arvada is a municipal and large-contractor tool — we scope shafts, slurry handling, and Jefferson County inspection milestones when your plans call for it.
Real Jefferson 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.
Floodplain and bank stability rules favor bored installation over stripping riparian ROW. Shaft design accounts for seasonal high water and C-470 adjacency.
Master-planned retail combines 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.
Arvada TBM and microtunnel scopes begin with shaft design, geotech, and permit path — City of Arvada, Jefferson County, CDOT, and Ralston Creek 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 Olde Town. Inspection hold points follow municipal or owner spec before carriers are accepted.
Jefferson County clay, Ralston Creek alluvium, and decomposed granite toward Leyden Rock and Candelas foothill edges.
Arvada bores hit clay on central and east grids, Ralston Creek alluvium near the greenbelt, and decomposed granite cobble toward Leyden Rock. Olde Town jobs may encounter century-old utility conflict zones in compacted urban fill. Foothill shots need different mud weight than plains clay.
Foothill hail and rapid chinook shifts push Arvada crews to plan west-side lightning holds and clay heave along Ralston Creek.
Spring Ralston Creek runoff raises groundwater on west-side alignments. Summer hail affects exposed foothill pads. Chinook warm spells dry clay quickly — we adjust mud programs when conditions shift mid-project.
City of Arvada Engineering, Jefferson County ROW, CDOT C-470 relocations, Ralston Creek floodplain on west alignments.
City of Arvada Engineering handles ROW and driveway permits; Jefferson County rules on western edges. CDOT C-470 controls state highway bores. Ralston Creek floodplain may trigger additional review. Olde Town historic district considerations can affect pit placement and surface restoration.
Open trenching a deep trunk through Olde Town or Ralston Creek 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. Ralston Creek floodplain and C-470 adjacency add calendar weeks — scoped in the estimate.
Yes with proper shaft shoring and face support. Groundwater along Ralston Creek 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 Arvada and Jefferson County depending on location and floodplain. CDOT adds scope on C-470-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