Geotechnical Characterization & Master Plan Development
Verdantas conducted one of the most comprehensive geotechnical investigations performed for a West Coast landfill project, including:
- 167 borings totaling 10,265 linear feet
- 244 test pits for Master Plan phase design and materials sourcing
- Detailed subsurface profiling for future cell development and performance modeling
Master Plan work addressed:
- Cell sequencing and development
- Liner and leachate collection and removal system (LCRS) design
- Stockpile and soil/borrow management
- Waste and soil handling processes
- Intermediate and final cover systems
- Drainage facilities
- Landfill gas collection systems
- Liquids collection and treatment infrastructure
- Rail yard, intermodal facility, access roads, maintenance facilities, and support buildings
Clay Resources Evaluation
Verdantas evaluated both stockpile and in situ clay sources, including:
- 69 borings up to 100 feet deep
- 18 test pits for sampling and evaluation
- Laboratory hydraulic conductivity testing (ASTM D5084)
- Geophysical surveys (resistivity & seismic refraction) to delineate clay limits and estimate rippability
Findings included:
- 2.2 million cubic yards of suitable clay in stockpiles
- 15.2 million cubic yards in in situ deposits
- Blending and processing recommendations to optimize liner material yield
Sand & Gravel Deposit Evaluations
To support LCRS gravel, road base, concrete aggregate, and LFG trench backfill needs, Verdantas excavated:
- 51 bucket‑auger borings
- 47 test pits
- 24 large‑diameter ring density tests
Material assessments included:
- Gradation of coarse materials up to 8 inches
- Aggregate quality (soundness, abrasion, petrographic analysis, reactivity)
- In situ compressibility under 450 feet of refuse loading
- Screening and washing plant sizing and processing yield estimates
Mine Waste & Heap Leach Pad Characterization
Verdantas evaluated:
- 113.6 million cubic yards of mine‑run material
- 97.8 million cubic yards of heap‑leach material
This included:
- 36 borings (1,617 linear feet)
- 166 test pits
- Sonic drilling, gradation testing, and aggregate quality analyses
These materials were examined for use in cover systems, structural fill, and facility construction.
Infrastructure Foundation Engineering
Verdantas provided grading and foundation recommendations for:
- Rail spur and intermodal yard
- Weigh scales
- Administrative, service, and maintenance buildings
Seismic design values were established based on regional seismicity and site investigations.
Technical Memoranda & Technical Design Report (TDR)
Verdantas prepared detailed Technical Memoranda covering every major investigation component, forming the technical foundation for the landfill’s Master Plan.
A full Technical Design Report (TDR) was prepared to secure regulatory approval for the first 8‑acre composite liner cell, including:
- LCRS design and equivalency demonstration
- Vadose zone monitoring evaluations
- Surface drainage design
- Alternative cover evaluations
Submitted to:
- RWQCB (Colorado River Basin Region)
- CIWMB
- California DWR
Alternative Final Cover Study
Verdantas led an advanced cover system evaluation intended to replace the approved geosynthetic‑resistive barrier top deck with an evapotranspirative (ET) monocover.
Work included:
- Field investigation of stockpiles, leach pads, and alluvial deposits
- Laboratory reconstitution of samples to representative gradations
- Unsaturated flow modeling for cover percolation
- Static and seismic veneer stability analysis
- Erosion resistance evaluations
The study permitted the use of large‑size (up to 12‑inch) material for side‑slope cover—a key innovation that received high professional praise and client commendation.
Solution
Expertise
Hydrology, Hydraulics, & Fluids
Natural Resources & Environmental Planning
Site & Roadway Civil Engineering
Geotechnical & Geological Engineering
Environmental Assessment & Remediation
Market
Client
Los Angeles County Sanitation Districts
Location
Imperial County, California