Houston Areas and Soils

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Where Are the Problems?

Below we have provided a list of many subdivisions, developments and areas in the Greater Houston Area with descriptions of the type of soils and foundation problems found in each.  Unfortunately, we cannot list every subdivision, but we have listed representative subdivisions in every area of the Greater Houston Area.  At the top of the table there are numerous subdivisions and areas listed.  Click on the name of the subdivision or area and the screen will display that subdivision or area. 

 

Atascocita Area  Bellaire  Brightwater  Bunker Hill  Champions Forest  Cinco Ranch  Clear Lake Area   Copperfield  Cypresswood  Fairfield  First Colony  Greatwood  Hedwig Village  Heights  Hunter's Creek
Kelliwood Gardens  Kingwood  Kirbywoods  Lake Olympia  Lakewood Forest  Memorial  Memorial Northwest  Meyerland  Montrose  New Territory  Northgate Forest  Oaks of Devonshire  Oyster Creek  Pecan Grove  Piney Point  Plantation Colony/Quail Valley  River Oaks  Sharpstown  South Shore Harbour  Spring Branch  Sugar Mill and Sweetwater  Tanglewood  Twin Lakes  Vicksburg  West University  Westbury  Weston Lakes  The Woodlands  Worthom

Atascocita Area

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to loose bearing capacity resulting in foundation distress.  There are pockets of the Atascocita Area that have past severe problems with foundation movement in the past.

 

 

 

Bellaire

 

The Bellaire area is underlain with clay soils that are highly expansive. High risk that slab-on-grade foundation will be underpinned at some point in the life of the structure.  The City of Bellaire no longer permits the use of slab-on-ground foundations although the use of pier-supported slab-on-ground foundations are permitted in some areas of Bellaire.

 

 

 

Brightwater

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Bunker Hill

 

Sandy clays, sands and clay soils. The clays are generally moderately expansive. Some faults. Ravines can pose special foundation problems.

 

 

 

Champions Forest

 

This area is characterized by a number of different soil formations. The soils are generally sandy clays ranging from low to moderate shrink/swell potential. The soils are poorly drained and some formations have perched water tables after heavy rains, especially during the cool months of the year.

 

 

 

Cinco Ranch

 

Parts of Cinco Ranch have surficial soils that are clay and some parts have surficial soils that are sand. The clays are highly expansive with a high shrink/swell potential. The areas with surficial sand soils may suffer loss of bearing capacity with a perched water table condition.

 

 

 

Clear Lake Area

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Copperfield

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress.

 

 

 

Cypresswood

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress.

 

 

 

Fairfield

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress.

 

 

 

First Colony

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Greatwood

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Hedwig Village

 

Sandy clays, sands and clay soils. The clays are generally moderately expansive. Some faults. Ravines can pose special foundation problems.

 

 

 

Heights

 

Sandy clays, sands and clay soils. The clays are generally stable to moderately expansive.

 

 

 

Hunter's Creek

 

Sandy clays, sands and clay soils. The clays are generally moderately expansive. There are some faults in the Hunter's Creek area.  Ravines can pose special foundation problems.

 

 

 

Kelliwood Gardens

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Kingwood

 

Generally, the soils in Kingwood are loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress. Some areas of Kingwood, such as the Kings Point area, are underlain with very expansive soils overlain with silty sands interacting with perched water tables.

 

 

 

Kirbywoods

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Lake Olympia

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Lakewood Forest

 

This area is characterized by a number of different soil formations. The soils are generally sandy clays that ranging from low to moderate shrink/swell potential. The soils are poorly drained and some formations have perched water tables after heavy rains and during the cool months of the year.

 

 

 

Memorial

 

 

Sandy clays, sands and clay soils. The clays are generally moderately expansive. There are some faults in Memorial.  Ravines can pose special foundation problems.

 

 

 

Memorial Northwest

 

This area is characterized by a number of different soil formations. The soils are generally sandy clays that ranging from low to moderate shrink/swell potential. The soils are poorly drained and some formations have perched water tables after heavy rains and during the cool months of the year.

 

 

 

Meyerland

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Montrose

 

The Montrose area contains clays that with shrink/swell potentials that range from high to severely high. Most homes in this area are shallow pier and beam construction that will require periodic releveling.

 

 

 

New Territory

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Northgate Forest

 

This area is characterized by a number of different soil formations. The soils are generally sandy clays that ranging from low to moderate shrink/swell potential. The soils are poorly drained and some formations have perched water tables after heavy rains and during the cool months of the year.

 

 

 

Oaks of Devonshire

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress.

 

 

 

Oyster Creek

 

Sandy soils in some areas. Soil conditions are variable with a shallow water table.

 

 

 

Pecan Grove

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Piney Point

 

Sandy clays, sands and clay soils. The clays are generally moderately expansive. There are some faults in Piney Point. Ravines can pose special foundation problems.

 

 

 

Plantation Colony/Quail Valley

 

Highly expansive clays overlaying loose silts and sands are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

River Oaks

 

Moderately expansive to highly expansive clays with a high potential for excessive foundation movement.

 

 

 

Sharpstown

 

Moderately expansive to severely expansive clays with a high potential for excessive foundation movement.

 

 

 

South Shore Harbour

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

Spring Branch

 

The Spring Branch Area is characterized by moderately expansive soils that are poorly drained.

 

 

 

Sugar Mill and Sweetwater

 

The surficial soils consist of highly expansive clays. Below are loose silts and sands. Typically a floating slab foundation is used. Piers can be used on some lots if the underlying soil is suitable.

 

 

 

Tanglewood

 

Clay soils that are highly expansive. High risk that slab-on-grade foundation will need underpinning.

 

 

 

Twin Lakes

 

Many of the lots in this area contain fill material necessitating pier-supported slab-on-ground foundations.

 

 

 

Vicksburg

 

Highly expansive clays and sandy clays are typical. The shrink/swell potential is high with high risk of foundation distress.

 

 

 

West University

 

Clay soils that are highly expansive. High risk that slab-on-grade foundations will need underpinning.

 

 

 

Westbury

 

Westbury is underlain by clays that range from moderately expansive to highly expansive.  There has been a lot of foundation repair work done in the Westbury area; many houses have been underpinned more than once. 

 

 

 

Weston Lakes

 

Variable soil conditions with highly expansive soils in some locations.

 

 

 

The Woodlands

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress.

 

 

 

Worthom

 

Loose sandy soils and sandy clays on the surface underlain by impermeable clays with low to high shrink/swell potential. Perched water tables can cause upper soils to lose some bearing capacity resulting in foundation distress.

 

 

 

© 2004 R. Michael Gray, P.E.  This material may be reprinted for personal and educational non-commercial use only.  This material is based on generally accepted engineering principles and practices; it is for general information only.  The information contained herein should not be used without first securing competent professional advice with respect to its suitability for a general or specific application.  Anyone using this information assumes all liability for such use.