Lateral under a North Clovis courtyard walk
Freeze-thaw cracked PVC under stucco walls — HDD from cleanout to tap preserves rock mulch and gravel.
Clovis, NM · Curry County
No-dig sewer and water boring under Clovis gravel drives — lateral replacement when freeze-thaw breaks PVC and open-cut would destroy North Clovis hardscape.
Sewer and water line boring in Clovis is the fix when a lateral fails under a gravel driveway or courtyard and the owner refuses full-yard restoration. Compact pits steer HDPE or PVC through High Plains fill without a continuous trench.
North Clovis subdivisions from the 1950s through 1980s are hitting first sewer replacements — camera inspection confirms breaks under circular drives after winter freeze cycles. Directional boring in Clovis for residential work spikes after city notices and irrigation-season groundwater exposes weak laterals.
Municipal lead rehab along Main and Mabry bundles shallow laterals with main work — tap rules, pressure test, and gravel restoration follow city detail.
Real Curry County angles — not generic statewide copy.
Freeze-thaw cracked PVC under stucco walls — HDD from cleanout to tap preserves rock mulch and gravel.
Winter heave cracked PVC — bore avoids full drive removal; meter tie-in may need small cut.
City notice on aging lead — trenchless pull keeps landscaping intact.
Main Street pad cannot lose stalls — night tie-in to city main when traffic is light.
Clovis sewer and water bores begin with camera and locate confirmation — pits sized for flat prairie stability. Pipe pulled and tied per tap rules; testing follows city requirements. Irrigation-saturated soil may delay pits — we communicate when dry conditions matter.
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.
Gravel drives and rock mulch cost more to replace than trench in an empty lot — boring wins where restoration is the pain point.
Length, depth, tap fees, rock, paver restoration, and access for rig staging.
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.
Often yes when pits at logical ends allow — confirmed on site after camera and locate.
Varies by address — quote states owner, city, or contractor responsibility.
Many driveway shots finish in one to two days after valid locates. Permits or wet soil extend the window.
Sometimes — alignment must clear structures. Site walk determines feasibility.
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