Thunder Mountain helps bring back Old Sac’s Gold Rush Days!

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Thunder Mountain helps bring back Old Sac’s Gold Rush Days!

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In 2014 city officials were forced to make the controversial decision to cancel Old Sacramento’s Gold Rush Days. The decision was made in light of California’s severe drought and after receiving reports that cleanup required well over 100,000 gallons of water. To bring Gold Rush Days back to Sacramento, this year city representatives in partnership with Thunder Mountain Enterprises have implemented a plan using less than 4000 gallons for dust control and cleanup of the event. The big difference though is that all the water is recycled.

Thunder Mountain Enterprises, a Sacramento based soil and water management firm, provided storm drain inlet protection BMPs, dust control, dirt removal and street cleaning for this event.

Thunder Mountain is California’s leading expert in stormwater management, fish friendly dust control, and environmental design/build construction services.

When Hydroseeding Isn’t Enough: Stabilizing Steep Slopes & Landslide Prone Terrain

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When Hydroseeding Isn’t Enough: Stabilizing Steep Slopes & Landslide Prone Terrain

Although hydroseeding can often be an effective treatment for surficial slope instabilities, steep slopes and landslide prone terrain call for an altogether different approach.

The first step in analyzing a particular site is to determine the primary source of instability. Most frequently this can be attributed to high soil saturation and poor drainage. When combined with weak soils, joints or fissures in the slope material, contrasting material permeability, and steep slopes, the result is often catastrophic.

Estimated landslide susceptibility based on rock strength and slope steepness. Areas along the coast are among the most susceptible to deep landsliding. [California Geological Survey/USGS, 2011]

Trigger Events

In many cases, landslides occur immediately following a trigger event. Common triggers include prolonged, intense rainfall, accelerated snow melt, or seismic activity. In addition to the trigger event(s), a combination of natural and human contributions are almost always involved…

Natural contributions may include:

  • Joints and fissures within slope material
  • Rainfall
  • Contrasts in materials including permeability and stiffness
  • Earthquakes
  • Erosion (glacial, fluvial, wave)
  • Freeze-thaw cycles
  • Tectonic and volcanic activity

Human contributions may include:

  • Excavation
  • Vibration
  • Deforestation
  • Water leakage
  • Mining

Developing a Solution

Once the primary sources of instability have been identified and the soil properties analyzed, a mitigation plan can be developed for each area of concern:

  • Surface and ground water drainage
  • Failure planes/zones
  • Soil mass support
  • Rockfall hazard
  • Vegetative establishment

Common mitigation techniques include percussion driven earth anchors, structural repair with compacted soil lifts, surface and subsurface drains, soil nails, gabions, and gravity systems. Effectively integrating these methods is the key to long-term slope stability.

TME Conducts Training for Caltrans Engineers

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TME Conducts Training for Caltrans Engineers

TME is partnering with URS Corp to conduct a series of statewide training courses for Caltrans. Each two-day course begins with an overview of water pollution control requirements and responsibilities, and ends with a hands-on field demonstration.

The field demo allows Resident Engineers and other Caltrans staff to see first-hand how BMPs such as hydro-mulch, DI protection, fiber rolls, silt fence, and check dams are properly implemented. Participants get to try their hand at straw mulching and hydro-seeding, among other activities.

TME’s reputation as California’s foremost Storm Water authority was key in its selection for the job. The courses, which are part of Caltrans’ Resident Engineer Certificate Program, will be taking place throughout the months of January, February, and March 2013.

What is a Conical Frustum?

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What is a Conical Frustum?

 conical frustum is an essential part of earth anchor mechanics. A basic definition of a “conical frustum” is a cone with the top sliced off.

Photo of Earth AnchorsAfter an earth anchor is driven to depth, tension is applied to “lock” it in place. The locking process turns the anchor 90 degrees into a horizontal orientation, and creates a frustum of compacted soil above it. This frustum is proportionally much larger than the anchor, giving the anchor its full load bearing capacity.

In some cases, the shear strength of the soil is exceeded during tensioning, causing it to fail. The solution to such failure may be using a larger anchor, which increases the volume of the frustum and thus its bearing capacity.

Common Slope & Landslide Repair Terms and Definitions

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Common Slope & Landslide Repair Terms and Definitions

  • conventional: slope repair methods including construction of retaining walls, slope excavation and reconstruction, and rip rap placement
  • deadman: buried object (typically concrete with reinforcing steel) used as an anchor
  • failure plane: the surface between two layers of soil where mechanical failure occurs
  • gabion: steel wire basket filled with rock or concrete; used in slope stabilization, channel linings, revetments, and other earth retention applications
  • geocell: honeycomb-like structure made of HDPE and filled with soil, rock, or other materials; used in slope and road base stabilization
  • gravity wall: retaining wall typically constructed of stone or concrete, which relies on its mass (“gravity”) to resist the pressure bearing on it
  • GRS: geosynthetic reinforced soil
  • MSE: mechanically stabilized earth
  • percussion anchor: earth anchoring device driven and load-locked into place; forms a frustum cone of compressed soil above anchor
  • rotational failure: slope failure occurring on a circular (concave upward) slip surface
  • RSP: rock slope protection
  • sheet pile: thin, interlocking steel panels driven into the ground to form retaining walls and cofferdams
  • shotcrete: pneumatically applied concrete, typically sprayed on reinforcing mesh to form a sculpted wall facing
  • soil friction angle: shear strength parameter of soil
  • soil nail: reinforcing element such as rebar or a hollow bar drilled and grouted into place; used (often in conjunction with shotcrete facing) in slope stabilization, oversteepened embankments
  • soldier pile: wide flange “H” steel piles driven at intervals along a planned excavation perimeter; used in conjunction with lagging to create retaining walls
  • tie back: wire, rod, or helical anchor used to secure retaining walls
  • uniaxial geogrid: grid-like structure made of HDPE, commonly used in slope reinforcement and retaining wall applications (as opposed to biaxial or triaxial geogrid, commonly used for base reinforcement)