BNSF casing near yard spur
Railroad template with welded inspection and flagging — drive pit dewatering in variable fill near track grade.
Clovis, NM · Curry County
Jack and bore casing on Clovis BNSF yard spurs and irrigation structures — straight steel pushes when railroad templates and NMDOT specs require rigid carrier protection.
Auger boring in Clovis fits BNSF mainline and yard agreements, storm outfalls on flat prairie drainage, and straight runs under US-70 approach slabs where casing grade matters more than steerable flexibility. Shored pits handle sandy loam sidewalls and caliche hardpan.
Directional boring in Clovis handles curves and long HDPE on residential laterals; jack and bore wins when the engineer specifies welded casing under rail embankment or highway approach on a line-and-grade push. BNSF flagging windows often set the calendar before jack footage does.
High Plains irrigation laterals and drainage structures favor cased crossings over open cut through ditch banks on flat farmland — auger bore scopes dewatering and inspection per district detail when applicable.
Real Curry County angles — not generic statewide copy.
Railroad template with welded inspection and flagging — drive pit dewatering in variable fill near track grade.
Straight RCP push where slope limits open cut — groundwater and irrigation holds scoped upfront.
Short rigid carrier under mixed-use hardscape — grade control on 50-foot push beats HDD tolerance on some municipal details.
NMDOT detail with internal dividers for telecom and electric — jack sets shell before internal pulls.
Clovis auger bore layouts pits on survey line after locates and shoring design for loam or caliche. Casing advances with rotating head; railroad and irrigation inspections follow controlling agreements. Reception pit exposes face for carrier grout per city or NMDOT detail.
Curry County Llano Estacado fringe carries sandy loam, caliche hardpan, and shallow clay — flat agricultural fill and rail-yard grading debris change mud programs field to field.
Clovis bores encounter sandy loam and caliche hardpan between 2 and 8 feet on flat High Plains parcels — shallower than mesa markets elsewhere in New Mexico. BNSF rail-yard-adjacent fill can hide cobbles and debris lenses that stall reaming without test pits. Irrigation-saturated dairy and wheat parcels raise buoyancy risk on longer HDPE pulls through soft topsoil. We do not assume Roswell gypsum or Albuquerque caliche models apply on the Llano Estacado fringe.
High Plains wind, cold winters, and summer monsoons drive Clovis bore schedules — dust storms and irrigation-season groundwater on flat farmland are built into quotes.
Winter cold and High Plains wind slow morning startup on exposed US-60 pads from November through March. Irrigation season from April through October raises shallow groundwater on agricultural-adjacent bores. Summer monsoons soften flat farmland ROW from July through September — entry pit work may wait for dry windows. We schedule around known patterns instead of forcing bores into saturated dairy parcels after heavy rain.
City of Clovis Community Development, Curry County ROW, NMDOT District 2 on US-60 and US-70, Cannon AFB coordination on adjacent parcels, and Xcel Energy agreements apply on many alignments.
City of Clovis Community Development governs street cuts, driveway removals, and drainage work along municipal ROW. Curry County rules apply on unincorporated parcels toward Texico and the agricultural fringe. NMDOT District 2 controls US-60, US-70, and state highway bores — MOT plans are common on Mabry Drive frontage. BNSF agreements govern mainline and yard crossings — flagging and inspection often set critical path. Cannon AFB coordination may apply on parcels near base boundaries.
Jack and bore preserves rail and highway width on straight obstacles. Curved HDPE without casing shifts to HDD. Open cut across BNSF ROW is rarely approved versus cased template.
Casing size, drive length, pit depth, groundwater, rail or highway flagging, and welding inspection.
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.
Casing and straight alignments favor auger bore. Curved paths or long HDPE without casing favor HDD — engineer method note drives the call.
Jacking may finish in days; BNSF agreements and inspection often drive weeks-to-months lead.
Running sand in irrigation-saturated fill without dewatering can stall progress — test pits help near rail-yard debris lenses.
Yes when plans specify casing and straight gravity grade — large trunks may use microtunneling instead.
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