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Four Corner - Texas Water Development Board

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As of November 24, 1998, correspondence from the TPWD <strong>Texas</strong> Biological<br />

Conservation Data System office has not been received. To date, information<br />

received by the USFWS and TPWD indicate that threatened and endangered<br />

species of plants and animals are not considered to be a concern within the<br />

confines of the study area.<br />

All correspondence pertaining to threatened and endangered species is provided in<br />

Appendix D of this report.<br />

2.5. EXTENT OF FLOOD PLAIN IN AREA<br />

As part of this investigation, the Federal Emergency Management Agency<br />

(FEMA) National Flood Insurance Program Flood Insurance Rate Maps (FIRMs)<br />

were evaluated for the study area. The FIRM panel 120 of 550, map number<br />

48157C0120-H, dated September 30, 1992, and map number 48157C0120-J,<br />

dated January 3, 1997, were reviewed for this project.<br />

The northeastern-most corner of the study area boundary crosses the well defined<br />

channel of Keegans Bayou at two locations. Keegans Bayou is designated as a<br />

"Zone AE" area which consists of a special flood hazard area potentially<br />

inundated by a 100-year flood. The 100-year flood is contained within the channel<br />

of Keegans Bayou in this area according to the FIRMs reviewed during this<br />

investigation. Zone AE specifically refers to areas of the 100-year flood in which<br />

base flood elevations have been determined.<br />

The southwestern-most corner of the study area is encompassed by a flood zone<br />

associated with Red Gully, based on the FIRMs reviewed for this area. Red Gully<br />

generally flows southeast and south within the boundaries of the study area and<br />

then flows south/southeast into Oyster Creek. Oyster Creek flows into the Brazos<br />

River which then flows into the Gulf of Mexico.<br />

<strong>Four</strong> <strong>Corner</strong>s Area <strong>Water</strong> and Wastewater Facilities Planning Study<br />

Page 2-14<br />

FINAL REPORT

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