Trunk sewer under Fitzsimons mixed-use fill
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Xcel and fiber.
Aurora, CO · Arapahoe County
Microtunneling and pipe jacking for Aurora municipal trunk sewers — sealed-face mining when HDD diameter or grade tolerance cannot meet city gravity specs along Sand Creek.
Tunneling and TBM work in Aurora 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 near Original Aurora and the Fitzsimons district.
Sand Creek outfall projects often land here — high groundwater, floodplain review, and settlement limits push engineers toward pipe jacking instead of wide open cuts through industrial zones and mixed-use blocks along Colfax.
Residential laterals and short commercial shots stay on HDD or auger bore. Microtunneling in Aurora is a municipal and large-contractor tool — we scope shafts, slurry handling, and city inspection milestones when your plans call for it.
Real Arapahoe 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 I-225 adjacency.
Institutional districts combine shallow steam, chilled water, and telecom with deep sanitary collectors. TBM reduces surface disruption across patient-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.
Aurora TBM and microtunnel scopes begin with shaft design, geotech, and permit path — City of Aurora CPD, CDOT, and Sand 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. Inspection hold points follow municipal or owner spec before carriers are accepted.
Aurora mixes expansive plains clay, sandy alluvium near Sand Creek, and decomposed granite toward the Cherry Creek State Park fringe.
Most Aurora bores encounter expansive clay with sand lenses near Sand Creek and Toll Gate Creek. Medical-campus and airport-corridor jobs may hit compacted structural fill over alluvium. East Aurora sandy soils need collapse-resistant mud programs. We do not assume Denver County geology for Aurora alignments.
Plains hail, summer heat, and winter chinook cycles push Aurora crews to plan lightning holds and clay shrink-swell around Colfax and Havana corridors.
Summer hail and lightning affect exposed parking-lot bores. Spring clay saturation along Sand Creek can delay pits. We communicate when weather windows matter for campus or retail schedules.
City of Aurora Public Works, Arapahoe and Adams County ROW, CDOT I-225 relocations, and E-470 authority rules on many bore paths.
City of Aurora permits apply inside city limits; county ROW rules govern pockets along E-470 and unincorporated edges. CDOT I-225 relocations need MOT plans. Campus and hospital jobs add owner security and infection-control coordination on access routes — scoped before mobilization.
Open trenching a deep trunk through Original Aurora or Sand 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. Sand Creek floodplain and CDOT adjacency add calendar weeks — scoped in the estimate.
Yes with proper shaft shoring and face support. Groundwater along Sand Creek may require dewatering — geotech drives the shaft design.
Yes — engineered microtunnel and pipe-jack scopes for city trunk replacements with inspection milestones.
Upfront shaft cost is higher than a short open trench, but total project cost drops when surface restoration, ROW width, and utility conflicts are counted.
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