Excavation contractor jobsite in Valencia County, NM

Valencia County, NM Contractor directory

Excavation contractors in Valencia County, NM

2 verified excavating and site work contractors serving Valencia County.

County excavation guide

Ground conditions and project requirements in Valencia County

Use this local research to understand soil, seasonal constraints, permits, and jobsite logistics before choosing a contractor.

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Soil Regime ProfileEPA Ecoregion 22, 23, 13, 79 (Arizona/New Mexico Plateau, Arizona/New Mexico Mountains, Central Basin and Range, Mojave)

New Mexico Basin-and-Range, Colorado Plateau & Rio Grande Rift

Dominant Soil Order: Aridisols / Entisols / Mollisols
Parent Material: Rio Grande Rift Basin Fill with Caliche; Colorado Plateau Sedimentary Residuum; Volcanic and Crystalline Mountain Blocks

New Mexico is high-desert basin-and-range with real rock. The Rio Grande Valley corridor (Albuquerque, Santa Fe, Las Cruces) sits on rift-basin fill: gravel, sand and clay alluvium with cemented caliche horizons at shallow depth, rock excavation and ripping ordinary in the fan gravels, and the valley's localized smectite clays (the Albuquerque East Mesa and the Santa Fe soils) bringing moderate shrink-swell. The Colorado Plateau counties (Farmington, Gallup, Las Vegas NM) are sandstone-mesa country: shallow sandstone and shale bedrock, aridisols with calcic horizons, and the San Juan Basin's oilfield and coal considerations. The southern basin-and-range (Las Cruces, Deming, Lordsburg) mirrors southern Arizona: fan gravels, caliche hardpan, low slope, and honest drainage. The mountains (Sangre de Cristo, Sacramento, Gila) add crystalline and volcanic rock with steep valley walls and deep snowpack frost. Frost runs 20-36 inches depending on elevation. Karst appears in the Permian limestones of the southeast (Carlsbad country) and the Sacramento Mountains.

Geographic Footprint:New Mexico's counties (Albuquerque, Santa Fe, Las Cruces, Farmington) are high-desert basin fill, plateau sandstone, and mountain rock: caliche refusal in the basin fans, shallow sedimentary rock on the plateau, and crystalline mountain slopes. The 20-36 inch frost line and caliche are the recurring design factors.
Geotechnical Baseline

Physical Ground Conditions & Soil Properties

Shallow Bedrock (<50 in)
6.8%of county land area

Deep soil mantle; rock refusal rare for standard basement or trench cuts.

High Shrink-Swell Clay
0.3%expansive soil

Low volumetric expansion risk in native subgrade.

Median Water Table Depth
53inches from surface

Deep water table; dry trenching conditions under normal weather.

Hydric / Wetland Soils
1.3%hydric coverage

Indicates poor natural drainage and potential jurisdictional wetland pockets.

Steep Terrain (Slope >15%)
7.9%of terrain

Predominantly gentle to rolling slopes suitable for wheeled earthmoving.

Septic Severe Limitations
38.6%severe rate

Standard gravity absorption fields viable in majority of soil types.

Dominant Soil Textures:Loamy fine sandLoamFine sandy loam
Surface Stones / Boulders: 39.2% coverage
Compliance & Permitting

Earthwork Regulations & Permit Thresholds

Stormwater & Erosion Control
EPA NPDES Construction General Permit (2022 CGP), NM coverage NMR100000 (state outside Indian country; NMED does not issue its own CGP, only 401 certification). One acre or more, or smaller if part of a larger common plan (acre wording from practice sources, not read in permit text). Draft 2027 CGP in 401 review (Aug 2026 NMED notice).

Administers NPDES stormwater discharge coverage for land-disturbing construction activities.

State Threshold:1.00 Acre
Local Threshold:Follows state
Onsite Wastewater & Utilities
NMED Liquid Waste Program

Jurisdiction over septic tank permits, soil evaluation perk tests, and drainfield sizing.

Housing on Septic:55.0%
Soil Evaluation:Site evaluation by a competent evaluator, including percolation test at the disposal depth; test holes may be required where soil or groundwater is not documented
811 One-Call Requirements
New Mexico 811 (NM811)

Mandatory notice window: 48 hours prior to mechanized earthwork (excluding weekends and legal holidays).

Licensing & Clearing Permits
Weather & Ecology

Seasonal Constraints & Clearing Windows

Frozen Ground Days
0days / year

Typical days with sub-freezing soil conditions affecting digging.

Wet Season Months
July, August, September

Peak precipitation window requiring sediment traps and soil aeration.

Supply Chain & Hazards

Logistics, Aggregate Sources & Geohazards

Aggregate & Material Supply
Chappell Road (#036)

Nearest active quarry: 27.6 miles haul distance.(9 active crushed stone/sand operations within 50 miles).

Flood & Hazard Overlay
FEMA 100-Yr Flood:10.4%(100% NFHL digital map coverage)
NWI Wetlands:2.6%jurisdictional coverage
Karst Terrain & Sinkhole Risk: Low

1.5% of county underlain by soluble carbonate rock formations.

HUC8 Primary Watersheds:Rio Grande-Albuquerque, Rio Puerco, Rio San Jose, Western Estancia
Public conservation land: 15.7% (USGS PAD-US).

Area-specific FAQ

Do I need to call before digging in Valencia County?

Yes. You should contact New Mexico 811 at least 2 working days before any digging so underground lines can be marked.

How deep do footings need to be in New Mexico?

In New Mexico, footings typically need to extend below the frost line, which is around 24 inches here. A local contractor will confirm the code requirement for your site.

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Excavation contractors serving Valencia County

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