Trunk sewer under Old Town mixed-use fill
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Fort Collins Utilities and fiber.
Fort Collins, CO · Larimer County
Microtunneling and pipe jacking for Fort Collins municipal trunk sewers — sealed-face mining when HDD diameter or grade tolerance cannot meet city gravity specs along the Poudre River corridor.
Tunneling and TBM work in Fort Collins 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 Old Town and the CSU campus district.
Poudre River 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 along College Avenue.
Residential laterals and short commercial shots stay on HDD or auger bore. Microtunneling in Fort Collins is a municipal and large-contractor tool — we scope shafts, slurry handling, and Fort Collins Utilities inspection milestones when your plans call for it.
Real Larimer County angles — not generic statewide copy.
Deep gravity sewer with tight elevation tolerance — shaft footprints replace a continuous trench that would conflict with shallow Fort Collins Utilities and fiber.
Floodplain and bank stability rules favor bored installation over stripping riparian ROW. Shaft design accounts for seasonal high water and I-25 north adjacency.
Institutional districts combine shallow steam, chilled water, and telecom with deep sanitary collectors. TBM reduces surface disruption across pedestrian plazas and bike lanes.
When HDD profile cannot meet large RCP grade on a state crossing, microtunneling may be specified — shafts, spoils export, and MOT are engineered upfront.
Fort Collins TBM and microtunnel scopes begin with shaft design, geotech, and permit path — city CPD, Larimer County, and Poudre 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. Inspection hold points follow municipal or owner spec before carriers are accepted.
Larimer County clay, sandstone, and Poudre River alluvium — cobble and bedrock appear toward foothill approaches west of CSU.
Fort Collins bores encounter clay on the east side, Poudre alluvium near the river corridor, and sandstone or cobble toward foothill approaches. Campus and Old Town jobs may hit compacted urban fill over native clay. River-adjacent pulls need groundwater-aware ream staging.
Northern Front Range snow, chinook warm spells, and CSU game-day traffic push Fort Collins crews to plan winter pit protection and Collegian-area access windows.
Winter snow and freeze affect pit access and clay stiffness — spring runoff along the Poudre can raise groundwater. CSU event traffic influences staging on campus-adjacent jobs. We plan seasonal windows with your schedule.
City of Fort Collins Engineering, Larimer County ROW, CDOT I-25 north relocations, and Poudre River floodplain rules on many paths.
City of Fort Collins Engineering handles street and ROW permits; Larimer County rules apply in Timnath-border and unincorporated pockets. CDOT I-25 north widening generates state relocations. Poudre River work may need floodplain review. CSU projects add owner coordination on access and inspection.
Open trenching a deep trunk through Old Town or College Avenue 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. Poudre River floodplain and CDOT adjacency add calendar weeks — scoped in the estimate.
Yes with proper shaft shoring and face support. Groundwater along the Poudre 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