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Four Corner - Texas Water Development Board

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some concrete pavements with curb and gutter were also observed in the area. The pavements<br />

and structures in the area appeared to be in good condition. A north-south drainage ditch that<br />

appears to be part of the upstream section of Red Gully crosses Oleta Lane under a wooden<br />

bridge approximately 1500 feet west of Old Richmond Rd. Adjacent the west side of the<br />

drainage ditch is a levee that turns west about 150 feet north of Oleta Lane and then forms the<br />

northern border for residential properties on the north side and west end of Oleta Lane. Another<br />

notable feature in the area is an east-west easement located just south of Bissonnet that contains a<br />

power transmission line and buried pipelines.<br />

_,..<br />

i<br />

Cummings Road Area<br />

Land use in this sub-area is predominantly rural residential. Several of the lots are vacant or<br />

being used for horse grazing or gardening. Other properties in the area are used for large scale<br />

crop farming. No notable commercial or industrial structures along with schools were observed.<br />

Streets in the area are asphalt pavements with roadside drainage ditches and overhead power<br />

lines. The overhead lines also appear to carry telephone and cable utilities. The streets and other<br />

structures in the area appeared to be in good condition. An east-west easement containing an<br />

overhead power transmission line crossed the area just south of Cay Rd. The easement turned<br />

and followed a north-south alignment just west of Rustic.<br />

SUMMARY OF FINDINGS/CONCLUSIONS<br />

Based on our site reconnaissance and review of available information obtained for this project,<br />

our findings and conclusions are summarized below:<br />

Findings<br />

• The project areas are located in northeast and central Fort Bend County, <strong>Texas</strong> in<br />

rural settings with mostly rural home sites and undeveloped land.<br />

• The northern and eastern part of the <strong>Four</strong> Comers area is located on the Beaumont<br />

Formation which consists primarily of clays with interbedded sands and silts. The<br />

southern part is located on Quaternary alluvial deposits of the Brazos River floodplain<br />

and the Oyster Creek floodplain. Since the present day Brazos River is located in the<br />

southern part of the floodplain, soils in the southern and western parts of the <strong>Four</strong><br />

Comers area may be slightly sandier than those located on the Beaumont Formation.<br />

However, clay bearing soils should predominate over most of the <strong>Four</strong> Comers area.<br />

• The Cummings Road area is located entirely within the Quaternary alluvial deposits<br />

of the present day Brazos River, which borders the site to the south. The broad bend<br />

of the river south of the area suggests that the site should be underlain by point bar<br />

deposits which were laid down as the river's meander migrated south through the<br />

area. Sands and gravels should be present to depths up to 60 feet with interbedded<br />

clay lenses which represent interchannel deposits of the pre-historic Brazos River.<br />

• Two active geologic faults are located north and east of the <strong>Four</strong> Comers area. The<br />

Clodine Fault crosses FM 1464 about 1500 feet northwest of the northwest comer of<br />

the <strong>Four</strong> Comers area. The Renn Scarp has been mapped about 2000 feet east of the<br />

site. Neither of the two faults are known to cross the site. No active faults are known<br />

to be present in the Cummings Road area. Site reconnaissance did not reveal<br />

evidence of active faulting.<br />

6

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