Trunk sewer under Main Street commercial fill
Deep gravity line with tight tolerance — shafts replace trench through shallow FEUS and fiber congestion.
Farmington, NM · San Juan County
Microtunneling for Farmington municipal trunks and river outfalls — pipe jacking when HDD cannot hold gravity grade in flood-control fill.
Tunneling and TBM work in Farmington targets deep gravity sewer, large storm outfalls, and specs where steerable HDD cannot meet diameter or elevation tolerance along Main Street utility fill. Shaft spreads concentrate impact versus open trenching trunk lines through commercial corridors.
San Juan River outfall 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 along the river corridor.
Residential laterals and short commercial shots stay on HDD. Microtunneling in Farmington is municipal-scale work — we scope shafts, slurry handling, and city inspection milestones when plans call for it.
Real San Juan County angles — not generic statewide copy.
Deep gravity line with tight tolerance — shafts replace trench through shallow FEUS and fiber congestion.
Floodplain permits and bank stability favor mined crossing with engineered shafts over open cut in wet sandy fill.
RCP jacking on laser guidance with settlement monitoring adjacent to warehouse spurs.
NMDOT-adjacent storm trunk — shaft-to-shaft mining when lane closure math beats open cut.
Farmington 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 river-adjacent groundwater; inspection follows municipal contract milestones.
San Juan County mesa tops carry sandstone, shale, sandy arroyo fill, and caliche lenses — San Juan Basin caprock and cobble layers change mud programs block to block.
Farmington bores encounter sandstone and sandy arroyo fill on mesa parcels with caliche lenses between 2 and 7 feet on many Pinon Hills shots. Shale and cobble layers from San Juan Basin grading stall reaming without test pits. River-adjacent paths near the San Juan and Animas corridors carry higher groundwater after spring runoff and monsoon storms — buoyancy management matters on longer HDPE pulls. We do not assume Albuquerque caliche models apply in Four Corners sandstone.
Four Corners wind, cold winters, and summer monsoons shape Farmington bore schedules — dust storms and San Juan River runoff shifts are built into quotes.
Winter cold and Four Corners wind slow morning startup on exposed US-550 pads from November through February. Spring runoff raises San Juan River-adjacent groundwater — entry pit work may wait for stable conditions. Summer monsoons soften arroyo banks from July through September. We schedule around known weather patterns instead of forcing bores into saturated ditch banks after flash floods.
City of Farmington Community Development, San Juan County ROW, NMDOT District 4 on US-64 and US-550, Navajo Nation coordination on adjacent parcels, and Farmington Electric Utility System easements apply on many alignments.
City of Farmington Community Development governs street cuts, driveway removals, and flood-control work along municipal drainage. San Juan County ROW applies on unincorporated parcels toward Bloomfield and the Animas Valley. NMDOT District 4 controls US-64, US-550, and state highway bores — MOT plans are common on Main Street frontage. Navajo Nation utility coordination may apply on parcels near tribal boundaries. Farmington Electric Utility System easement agreements add hold points on municipally owned power paths.
Open trunk trench through Main Street 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 gravel 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