Trunk sewer under Cerrillos commercial fill
Deep gravity line with tight tolerance — shafts replace trench through shallow PNM and fiber congestion.
Santa Fe, NM · Santa Fe County
Microtunneling for Santa Fe municipal trunks and arroyo outfalls — pipe jacking when HDD cannot hold gravity grade in river-adjacent fill.
Tunneling and TBM work in Santa Fe targets deep gravity sewer, large storm outfalls, and specs where steerable HDD cannot meet diameter or elevation tolerance along Cerrillos utility fill. Shaft spreads concentrate impact versus open trenching trunk lines through commercial corridors.
Santa Fe River arroyo and flood-control projects often land here — high groundwater and settlement limits push engineers toward pipe jacking instead of wide open cuts through trail systems in the capital.
Residential laterals and short commercial shots stay on HDD. Microtunneling in Santa Fe is municipal-scale work — we scope shafts, slurry handling, and city inspection milestones when plans call for it.
Real Santa Fe County angles — not generic statewide copy.
Deep gravity line with tight tolerance — shafts replace trench through shallow PNM and fiber congestion.
Floodplain permits and bank stability favor mined crossing with engineered shafts over open cut in wet alluvium.
RCP jacking on laser guidance with settlement monitoring adjacent to heavy commercial pads.
NMDOT-adjacent storm trunk — shaft-to-shaft mining when lane closure math beats open cut.
Santa Fe microtunneling starts with shored, dewatered shafts surveyed to city hold points. Steering head mines the face; pipe jacks behind on laser grade. Slurry handling matches arroyo groundwater; inspection follows municipal contract milestones.
Santa Fe County mixes decomposed granite, arroyo alluvium, caliche lenses, and volcanic tuff from the Jemez and Sangre de Cristo foothills — elevation changes geology block to block.
Santa Fe bores encounter decomposed granite and caliche on mesa parcels in Eldorado and south hills, then shift to sandy arroyo alluvium near the Santa Fe River corridor. Volcanic tuff and fractured bedrock appear on foothill shots toward the Sangre de Cristo slope. Historic downtown fill can hide abandoned utilities and rubble lenses that potholing catches before pits are sized. High-elevation freeze-thaw cycles stress shallow PVC — camera inspection confirms breaks before we quote alignment and mud weight.
High-elevation cold, spring wind, and summer monsoons shape Santa Fe bore schedules — winter freeze-thaw and arroyo flash runoff are built into quotes at 7,000 feet.
Winter cold at 7,000 feet slows morning startup and can harden entry pits on north-facing slopes — we schedule around freeze conditions rather than force work into brittle ground. Monsoon cloudbursts fill arroyos and soften Santa Fe River-adjacent ROW from July through September. Spring wind on exposed Cerrillos pads affects cage and fluid handling. We communicate when dry conditions matter for decomposed-granite pits rather than risk frac-outs toward drainage channels.
City of Santa Fe Land Use and Historic Preservation, Santa Fe County ROW, NMDOT District 5 on I-25 and US-285, and PNM easements apply on many alignments.
City of Santa Fe Land Use and Historic Preservation may review pit placement and surface restoration in historic districts near the Plaza, Canyon Road, and Eastside neighborhoods. Santa Fe County ROW applies on unincorporated Tesuque and Eldorado parcels. NMDOT District 5 controls I-25, US-285, and St. Francis state segments — MOT plans are common on Cerrillos frontage. Flood-control and arroyo work along the Santa Fe River adds environmental hold points beyond standard 811.
Open trunk trench through Cerrillos retail strips hits storefront access and shallow utilities. Shafts localize disruption. HDD rarely replaces microtunneling on large gravity sewer with strict municipal tolerance.
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 New Mexico soils.
New Mexico 811 ticket filed; two business days minimum before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, NMDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Santa Fe lots; larger HDD for I-25 or I-40 relocations — matched to length and diameter.
Steered pilot on design line, ream passes sized for your pipe or casing, fluid program tuned for caliche or adobe clay.
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 gravel or hardscape per scope, leave 811 ticket and locate map in your project file.
Large gravity sewer, tight grade, or sealed-face spec in plans — method stays with engineer approval.
Shafts are smaller than a full trunk trench but still need traffic control and historic-sensitive restoration.
We coordinate with your engineer for shaft, mining, and reception hold points per contract.
Rarely — short laterals use HDD. Trunk scale justifies shaft spreads.
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