YAVAPAI COUNTY, ARIZONA Federal Emergency ... - FEMA Region 9
YAVAPAI COUNTY, ARIZONA Federal Emergency ... - FEMA Region 9
YAVAPAI COUNTY, ARIZONA Federal Emergency ... - FEMA Region 9
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Pipe Creek<br />
Railroad Wash<br />
Silver Springs Gulch<br />
Unnamed Creek A<br />
Unnamed Creek B<br />
Unnamed Creek C<br />
Unnamed Creek D<br />
Unnamed Creek F<br />
Wikiup Creek<br />
Wilber Canyon Creek<br />
Some streams, or portions of streams, studied by detailed methods in the<br />
September 3, 2010 FIS were redelineated on more detailed and up-to-date<br />
terrain data for this effort. Those streams include:<br />
Beaver Creek<br />
Bitter Creek<br />
Cherry Creek<br />
Copper Canyon Wash<br />
Lucky Canyon Wash<br />
Oak Creek<br />
West Clear Creek<br />
The Verde River was restudied by detailed methods from approximately 3 miles<br />
upstream of the Tuzigoot Bridge in the Town of Clarkdale downstream to<br />
approximately 3 miles downstream of the confluence with West Clear Creek in<br />
unincorporated Yavapai County (a distance of approximately 41 miles).<br />
Revised Base (1%-annual-chance (100-year)) Flood Elevations (BFEs), 1% and<br />
0.2%-annual-chance (500-year) flood hazard boundaries, and 1%-annual-chance<br />
floodway boundaries have been produced.<br />
d. Hydrologic Analyses<br />
For the Verde River, discharges for the 10-, 4-, 2-, 1-, and 0.2%-annual-chance<br />
floods were computed utilizing USGS gage data for stations 09504000 and<br />
09506000 in the Verde Valley Basin. The USACE Hydraulic Engineering<br />
Center (HEC) Statistical Software Package (SSP) for flood frequency analyses<br />
was used for the computations. Gage station 0950400 is located in Prescott<br />
National Forest on the left bank, approximately 1.7 miles downstream from<br />
Sycamore Creek and 5.6 miles north of Clarkdale. Station 09506000 is also<br />
located in Prescott National Forest on the right bank, approximately 600 feet<br />
upstream from Chasm Creek and 9 miles southeast of Camp Verde (References<br />
1 & 2). Gage characteristics are provided in the table below.<br />
Gage Number Drainage Area Period of Record Maximum Q Date of Max<br />
09504000 3,503 sq. mi. 46 years 53,200 cfs 2/2/1993<br />
09506000 5,009 sq. mi. 32 years 119,000 cfs 2/20/1993<br />
The gage data for the Verde River were analyzed using Log-Pearson Type III<br />
procedures based on the cumulative years of gage records, peak discharges, log<br />
of discharges, variance of discharges, frequency factors, skewness, regional<br />
skew, station skew, and weighted skew. The gage data provided an additional<br />
30 years of record as compared to the previously-published hydrologic analysis<br />
for the Verde River.<br />
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