ML18022A119
Text
BFN-25 Bellefonte Nuclear Plant, Units 3 & 4 COL Application Table 1 Part 2, FSAR (Sheet 1 of 2)
TABLE 2.4.1-202 (Sheet 1 of 2)
FACTS ABOUT TVA DAMS AND RESERVOIRS (a)
Major Dams Main River Dam Locations Drainage Cost(b) Construction Dam First Unit in Last Unit in Winter Net Number of Location Height Length Type Lock Length of Miles of Reservoir Area of Reservoir Elevation Reservoir Volume (Acre Feet) Jan. 1 Project Number Projects Area (Millions) Began Closure Service Service Dependable Generating of Dam of of Dam of Chamber Reservoir(e) Shoreline(e) Surface Original Controlled of Dams (c) (Feet Above Mean Sea Level)
Above (Actual or (Actual or Capacity Units Above Dam(w) (Feet) Dam(d) Size: Width x (Miles) Area(e) River Storage in Dam Scheduled) Scheduled) (Megawatts) Mouth of (Feet) Length x (Acres) Bed (Acre Project River State (Square River Maximum Lift (Acres) Jan. 1 Top of June 1 At Jan. 1 At Top of At June 1 Feet)(f)
Miles) (Miles) (Feet) Flood Gates Flood Flood Gates Flood Guide Guide Guide Guide Elevation Elevation Elevation Elevation (g) v)
Kentucky Tennessee KY 40,200 128.8 7/1/1938 8/30/1944 9/14/1944 1/16/1948 184 5 22.4 206 8,422 CGE 110x600x75( 184.3 2064.3 160,300 25,200 354.0 375.00 359.0 2,121,000 6,129,000 2,839,000 4,008,000 TN River 9 (i)
Pickwick Tennessee TN 32,820 120.9 12/30/1934 2/8/1938 6/29/1938 12/31/1952 229 6 206.7 113 7,715 C G E 110x1000x63 52.7 490.6 42,700 9,580 408.0 418.00 414.0 839,300 1,332,000 1,119,000 492,700 TN River 9 Landing 110x600x63 60x232x48 (h) i)
Wilson Tennessee AL 30,750 133.5 4/14/1918 4/14/1924 9/12/1925 4/12/1962 663 21 259.4 137 4,541 CG 110x600x100( 15.5 166.2 15,600 9,108 504.7 507.88 507.7 589,700 640,200 637,200 50,500 TN River 9 60x300x52 60x292x48 Wheeler Tennessee AL 29,590 69.0 11/21/1933 10/3/1936 11/9/1936 12/18/1963 361 11 274.9 72 6,342 CG 60x400x52 74.1 1027.2 67,070 17,600 550.5 556.28 556.0 742,600 1,069,000 1,050,000 326,500 TN River 9 (i) 110x600x52 Guntersville Tennessee AL 24,450 74.2 12/4/1935 1/16/1939 8/1/1939 3/24/1952 124 4 349.0 94 3,979 CGE 60x360x45 75.7 889.1 66,000 12,065 593.0 595.44 595.0 886,600 1,048,700 1,018,000 162,100 TN River 9 (i) 110x600x45 (j)
Nickajack Tennessee TN 21,870 56.1 4/1/1964 12/14/1967 2/20/1968 4/30/1968 105 4 424.7 81 3,767 CGE 110x800x41 46.3 178.7 10,200 4,200 632.5- 635.00 632.5- N/A 251,600 N/A N/A TN River 9 110x600x41 634.5 634.5 (v)
Chickamauga Tennessee TN 20,790 74.4 1/13/1936 1/15/1940 3/4/1940 3/7/1952 119 4 471.0 129 5,800 CGE 60x360x53 58.9 783.7 36,050 9,500 675.0 685.44 682.5 392,000 737,300 622,500 345,300 TN River 9 (r)
Watts Bar Tennessee TN 17,310 66.4 7/1/1939 1/1/1942 2/11/1942 4/24/1944 182 5 529.9 112(x) 2,960 CGE 60x360x70 95.5 721.7 37,500 10,343 735.0 745.00 741.0 796,000 1,175,000 1,010,000 379,000 TN River 9 (s)
Fort Loudoun Tennessee TN 9,550 45.3 7/8/1940 8/2/1943 11/9/1943 1/27/1949 162 4 602.3 122(x) 4,190 CGE 60x360x80 60.8 378.2 14,000 4,420 807.0 815.00 813.0 282,000 393,000 363,000 111,000 TN River 9 Pumped Storage Project Raccoon Tennessee TN 1 237.8 7/1/1970 7/11/1978 12/31/1978 8/31/1979 1653 4(k) 230 8,500 ER N/A 528 1530.0- N/A N/A N/A Raccoon Mtn. 1 Mountain 1672.0 Tributary Power Projects Tims Ford Elk TN 529 43.8 3/28/1966 12/1/1970 3/1/1972 3/1/1972 36 1 133.3 175 1,580 ER N/A 34.2 308.7 10,500 565 873.0 895.00 888.0 388,400 608,000 530,000 219,600 Elk River 1 Apalachia Hiwassee NC 1,018 29.4 7/17/1941 2/14/1943 9/22/1943 11/17/1943 82 2 66.0 150 1,308 CG N/A 9.8 31.5 1,100 80 1272.0- 1280.00 1272.0- N/A 57,800 N/A N/A Hiwassee 4 1280.0 1280.0 Hiwassee Hiwassee NC 968 42.5 7/15/1936 2/8/1940 5/21/1940 5/24/1956 141 (l) 75.8 307 1,376 CG N/A 22.2 164.8 5,870 1,000 1485.0 1526.50 1521.0 228,400 434,000 399,000 205,600 Hiwassee 4 2
Chatuge Hiwassee NC 189 9.5 7/17/1941 2/12/1942 12/9/1954 12/9/1954 13 1 121.0 150 2,850 E N/A 13.0 128.0 6,700 107 1918.0 1928.00 1926.0 177,900 240,500 226,600 62,600 Hiwassee 4 Ocoee 1(h)(m) Ocoee TN 595 11.8 8/00/1910 12/15/1911 1/28/1912 0/0/1914 24 5 11.9 135 840 CG N/A 7.5 47.0 1,620 170 820.0 830.76 829.0 64,300 83,300 79,900 19,000 Ocoee 3 (h)
Ocoee 2 Ocoee TN 512 28.8 5/00/1912 10/00/1913 10/0/1913 10/00/1913 23 2 24.2 30 450 O N/A N/A N/A N/A N/A N/A 1115.20 N/A N/A N/A N/A N/A Ocoee 3 Ocoee 3 Ocoee TN 492 4.9 7/17/1941 8/15/1942 4/30/1943 4/30/1943 29 1 29.2 110 612.1 CG N/A 7.0 24.0 600 260 1428.0- 1435.00 1428.0- N/A 4,200 N/A N/A Ocoee 3 1435.0 1435.0 (n)
Blue Toccoa GA 232 20.4 11/00/1925 12/6/1930 7/0/1931 7/0/1931 13 1 53.0 175 1,000 E N/A 11.0 68.1 3,220 182 1668.0 1691.00 1687.0 127,400 195,900 182,800 68,500 Toccoa/Ocoee 1 Ridge(h)(m)
Nottely Nottely GA 214 17.2 7/17/1941 1/24/1942 1/10/1956 1/10/1956 18 1 21.0 197 2,300 RE N/A 20.2 102.1 3,970 170 1762.0 1780.00 1777.0 112,700 174,300 162,000 61,600 Hiwassee 4 Melton Hill Clinch TN 3,343 21.5 9/6/1960 5/1/1963 7/3/1964 11/11/1964 79 2 23.1 103 1,020 CG 75x400x60 44 193.4 5,690 1,645 792.0- 796.00 792.0- N/A 126,000 N/A N/A Clinch 2 795.0 795.0 (u)
Norris Clinch TN 2,912 46.1 10/1/1933 3/4/1936 7/28/1936 9/30/1936 110 2 79.6 265 1,860 CGE N/A 129.0 809.2 34,000 2,930 1000.0 1034.00 1,020.0 1,439,000 2,552,000 2,040,000 1,113,000 Clinch 2 (o) (o) (o) (o) (o)
Tellico Little TN TN 2,627 117.0 3/7/1967 11/29/1979 0.3 129(x) 3,238 CGE 33.2 357.0 15,600 2,133 807.0 815.00 813.0 304,000 424,000 392,000 120,000 Little TN 2 Fontana Little TN TN 1,571 69.1 1/1/1942 11/7/1944 1/20/1945 2/4/1954 304 3 61.0 480 2,365 CG N/A 29.0 237.8 10,290 1,650 1653.0 1710.00 1703.0 929,000 1,443,000 1,370,000 514,000 Little TN 2 Douglas French TN 4,541 83.0 2/2/1942 2/19/1943 3/21/1943 8/3/1954 111 4 32.3 202 1,705 CG N/A 43.1 512.5 28,070 3,170 954.0 1002.00 994.0 379,000 1,461,000 1,223,500 1,082,000 French Broad 1 Broad Cherokee Holston TN 3,428 29.3 8/1/1940 12/5/1941 4/16/1942 10/7/1953 148 4 52.3 175(x) 6,760 CGE N/A 54.0 394.5 29,560 2,426 1045.0 1075.00 1071.0 791,600 1,541,000 1,422,900 749,400 Holston 4 R
Fort Patrick South Fork TN 1,903 18.9 5/14/1951 10/27/1953 12/5/1953 2/22/1954 41 2 8.2 95 737 CG N/A 10.4 31.0 840 339 1258.0- 1263.00 1258.0- N/A 26,900 N/A N/A Holston 4 Henry Holston 1,263.0 1263.0 (t)
Boone South Fork TN 1,840 15.5 8/29/1950 12/16/1952 3/16/1953 9/3/1953 89 3 18.6 160 1,532 ECG N/A 32.7 126.6 4,130 719 1364.0 1385.00 1382.0 117,600 193,400 180,500 75,800 Holston 4 Holston (p)
South Holston South Fork TN 703 23.1 8/04/1947 11/20/1950 2/13/1951 2/13/1951 44 1 49.8 285 1,600 ER N/A 23.7 181.9 7,600 710 1708.0 1742.00 1729.0 511,300 764,000 658,000 252,800 Holston 4 Holston (p)
Watauga Watauga TN 468 22.1 7/22/1946 12/1/1948 8/30/1949 9/29/1949 66 2 36.7 332 900 ER N/A 16.3 104.9 6,440 313 1952.0 1975.00 1959.0 524,200 677,000 568,500 152,800 Watauga 2 (h)
Wilbur Watauga TN 471 1.6 00/00/1909 00/00/1912 0/0/1912 7/19/1950 11 4 34.0 76 375.5 CG N/A 1.8 4.8 70 1641.0- 1650.00 1641.0- N/A 714 N/A N/A Watauga 2 1648.0 1648.0 (a)(h)
Great Falls Caney Fork TN 1,675 21.4 12/7/1915 12/8/1916 0/0/1916 0/0/1925 36 2 91.1 92 800 CG N/A 22.0 120.0 1,830 1,490 785.0 805.30 800.0 19,700 50,200 40,600 30,500 Caney Fork 1 (q) (q)
Nolichucky Nolichucky TN 1,183 0.1 00/00/1913 46.0 94 482 CG 26.0 380 1240.90 Nolichucky 1 (h)( m)
(retired)
BFN-25 Table 1 (Sheet 2 of 2)
FACTS ABOUT TVA DAMS AND RESERVOIRS a) All in the Tennessee Valley, except for Great Falls which is in the Cumberland Valley.
b) Cost of plant including the inception balance of the plant and all additions and retirements from the plant. Transmission assets are not included.
c) Winter net dependable capacity as of October 2009. Winter net dependable capacity is the amount of power a plant can produce on an average winter day, minus the electricity used by the plant itself.
d) E: Earth; R: Rock fill; G: Gravity; C: Concrete; O: Other (Codes for each dam are listed in order of importance.)
e) At June 1 flood guide elevation.
f) Volume between the January 1 elevation and top of gates.
g) Connected to Barkley Reservoir by 1-1/2 mile canal, which opened July 14, 1966.
h) Acquired: Wilson by transfer from the U.S. Army Corps of Engineers in 1933; Ocoee 1, Ocoee 2, Blue Ridge, and Great Falls by purchase from Tennessee Electric Power Company in 1939; Wilbur and Nolichucky (retired) by purchase from East Tennessee Power and Light Company in 1945.
Subsequent to acquisition, TVA installed additional units at Wilson and Wilbur. Reconstructed flume at Ocoee 2 was placed in service in November 1983.
i) Main locks placed in operation in 1959 at Wilson, 1963 at Wheeler, 1965 at Guntersville, and 1984 at Pickwick Landing.
j) Construction of main lock at Nickajack limited to underwater construction.
k) Generating units at Raccoon Mountain are reversible Francis type pump-turbine units, each with 428,400 kW generator rating and 612,000 hp pump motor rating.
l) Unit 2 at Hiwassee is a reversible Francis type pump-turbine unit with 95,000 kW generator rating and 121,530 hp pump motor rating at 200 ft. net head.
m) Ocoee 1 creates Parksville Reservoir, Nolichucky (retired) creates Davy Crockett Reservoir, and Blue Ridge creates Toccoa Reservoir.
n) Construction of Blue Ridge discontinued early in 1926; resumed in March 1929.
o) Tellico project has no lock or powerhouse. Streamflow through navigable canal to Fort Loudoun Reservoir permits navigation and increases average annual energy output at Fort Loudoun.
p) Initial construction of South Holston and Watauga started February 16, 1942; temporarily discontinued to conserve critical materials during WWII.
q) Generating units at Nolichucky were removed from system generating capacity in August 1972. The dam was renovated and modified to convert the reservoir for use as a wildlife preserve.
r) Includes 72.4 miles up the Tennessee River to Fort Loudoun Dam and 23.1 miles up Clinch River to Melton Hill Dam.
s) Includes 6.5 miles up the French Broad River and 4.4 miles up the Holston River.
t) Includes 17.4 miles up the South Fork Holston River and 15.3 miles up the Watauga River.
u) Includes 73 miles up the Clinch River and 56 miles up the Powell River.
v) The U.S. Army Corps of Engineers is increasing the size of lock structures at Kentucky and Chickamauga.
w) The structural height of the dam is the vertical distance from the lowest point of the excavated foundation to the top of the dam. Top of dam refers to the highest point of the water barrier on an embankment (or top of parapet wall) and deck elevation (or top of parapet wall) for concrete structures.
x) As an interim measure to prevent overtopping, these four dams were raised by HESCO Concertainer floodline units.
Watts Bar - 3 feet: embankment at elevation 767 raised to elevation 770.
Fort Loudoun - 3.75 feet: embankment at elevation 830 was raised 7 feet to elevation 837 (3.75 feet above top of concrete wall at elevation 833.25).
Tellico - 4 feet: embankment at elevation 830 raised to elevation 834.
Cherokee - 3 feet: embankment at elevation 1089 raised to elevation 1092.
BFN25 Table 2 (Sheet 1 of 2)
UNIT HYDROGRAPH DATA GIS Unit Area Drainage Area Duration Number Name QP CP TP W50 W75 TB (sq.mi.) (hrs.)
1 Asheville 944.4 6 14,000 0.21 12 39 15 168 2 Newport, French Broad 913.1 6 43,114 0.66 12 10 4 48 3 Newport, Pigeon 667.1 6 30,910 0.65 12 8 4 90 4 Embreeville 804.8 4 33,275 0.65 12 10 7 80 5 Nolichucky Local 378.7 6 11,740 0.44 12 14 6 90 6 Douglas Local 835 6 47,207 0.27 6 8 5 60 7 Little Pigeon River 352.1 4 17,000 0.75 12 10 6 66 8 French Broad Local 206.5 6 8,600 0.2 6 13 6 60 9 South Holston 703.2 6 15,958 0.53 18 25 17 96 10 Watauga 468.2 4 37,002 0.74 8 6 3 32 11 Boone Local 667.7 6 22,812 0.16 6 13 7 90 12 Fort Patrick Henry 62.8 6 2,550 0.19 6 12 7 66 13 Gate City 668.9 6 11,363 0.56 24 34 26 108 14&15 Total Cherokee Local 854.6 6 25,387 0.42 12 20 10 54 16 Holston River Local 289.6 6 8,400 0.27 9 18 12 96 17 Little River 378.6 4 11,726 0.68 16 15 7 96 18 Fort Loudoun Local 323.4 6 20,000 0.29 6 10 5 36 19 Needmore 436.5 6 9,130 0.49 18 22 12 126 20 Nantahala 90.9 2 3,130 0.38 8 16 11 54 21 Bryson City 653.8 6 26,000 0.43 10 13 7 60 22 Fontana Local 389.8 4 17,931 0.14 4 14 7 28 23 Little Tennessee Local Fontana to Chilhowee Dam 404.7 6 16,613 0.58 12 10 4 84 24 Little Tennessee Local Chilhowee to Tellico Dam 650.2 6 22,600 0.49 12 15 8 54 25 Watts Bar Local above Clinch River 295.3 6 11,063 0.18 6 10 4 90 26 Norris Dam 2912.8 6 43,773 0.07 6 18 6 102 27 Melton Hill Local 431.9 6 12,530 0.14 6 19 10 90 33 Local above mil 16 37.2 2 4,490 0.94 6 3 2 48 34 Poplar Creek 135.2 2 2,800 0.61 20 26 13 90 35 Emory River 868.8 4 36,090 0.39 8 11 6 84 36 Local Area at Mouth 29.3 2 3,703 0.99 6 3 2 48 37 Watts Bar Local below Clinch River 408.4 6 16,125 0.19 6 10 4 90 38 Chatuge 189.1 1 19,062 0.24 2 3 2 37 39 Nottely 214.3 1 44,477 0.16 1 1 1 12 40 Hiwassee Local 565.1 6 23,349 0.58 12 11 6 96 41 Apalachia 49.8 1 5,563 0.26 2 4 1 23 42 Blue Ridge 231.6 2 11,902 0.4 6 10 7 60 43 Ocoee No. 1 Local 362.6 6 17,517 0.23 6 12 8 36 44A Hiwassee at Charleston 686.6 6 9,600 0.59 30 39 23 108 44B Hiwassee at Mouth 396 6 16,870 1 18 11 6 78 45 Chickamauga Local 792.1 6 32,000 0.38 9 14 7 36 46 South Chickamauga Creek 428.1 6 6,267 0.48 24 39 18 132 47A Nickajack Local 545.7 6 9,059 0.16 9 35 8 144 47B North Chickamauga Creek Local 98.3 4 3,000 0.67 16 15 6 112
BFN25 Table 2 (Sheet 2 of 2)
UNIT HYDROGRAPH DATA GIS Unit Area Drainage Area Duration Number Name QP CP TP W50 W75 TB (sq.mi.) (hrs.)
48 Sequatchie 400 4 8,562 0.47 16 16 7 140 49 Guntersville North Local 1027.1 6 22,089 0.4 15 20 11 138 50 Guntersville South Local 1068.9 6 22,963 0.4 15 19 11 132 51 Paint Rock River near Woodvi lle 321.1 6 11,363 1.00 18 10 5 102 52 Paint Rock Local 138.1 6 6,103 1.24 18 10 5 72 53 Flint River near Chase 343.1 6 16,356 0.89 12 12 8 60 54 Flint River Local 224.8 6 7,962 1.33 24 15 7 78 55 Cotaco Creek at Florette 136.2 6 3,174 0.66 18 21 11 96 56 Cotaco Creek Local 101.1 6 2,644 0.98 24 19 9 84 57 Limestone Creek near Athens 121.3 4 10,618 1.64 12 5 3 40 58 Limestone Creek Local 157.4 6 6,407 0.76 12 12 6 54 59 Tims Ford Dam 533.2 6 17,555 0.31 6 16 6 78 60 Elk River Local, Tims Ford to F ayetteville 293.3 6 7,044 0.68 18 24 14 78 61 Elk River Local, Fayetteville to Prospect 490.2 6 8,874 0.85 30 29 16 102 62 Richland Creek at Mouth 488.0 6 11,529 1.11 30 23 15 90 63 Sugar Creek at Mouth 177.0 4 8,512 1.20 16 16 9 92 64 Elk River Local, Mile 16.5 to P rospect Gage 145.1 6 5,913 1.53 24 12 6 72 65 Wheeler Local 1380.0 6 46,747 0.64 12 16 9 78 Definition of Symbols QP = Peak discharge in cfs.
CP = Snyder coefficient.
TP = Time in hours from beginning of precipitation excess to peak of unit hydrograph.
W50 = Width in hours at 50 percent of peak discharge.
W75 = Width in hours at 75 percent of peak discharge.
TB = Base length in hours of unit hydrograph.
BFN25 Table 3 (Sheet 1 of 2)
PROBABLE MAXIMUM FLOOD RAINFALL AND PRECIPITATION EXCESS Antecedent Storm Main Storm Index Rainfall Runoff Rainfall Runoff No. Sub-basin Name (inches) (inches) (inches) (inches) 1 French Broad River at Asheville 6.18 2.91 18.12 15.44 2 French Broad River, Newport to Asheville 6.18 3.67 18.42 16.43 3 Pigeon River at Newport 6.18 2.91 19.26 16.58 4 Nolichucky River at Embreeville 6.18 3.67 15.30 13.31 5 Nolichucky local, Embreeville to Nolichucky Dam 6.18 3.67 15.42 13.43 6 Douglas Dam local 6.18 4.43 17.16 15.94 7 Little Pigeon River at Sevierville 6.18 3.81 21.12 19.13 8 French Broad River local 6.18 3.81 19.38 17.39 9 South Holston Dam 6.18 4.60 12.12 10.90 10 Watauga Dam 6.18 3.67 12.96 10.97 11 Boone local 6.18 3.81 13.86 11.87 12 Fort Patrick Henry 6.18 4.60 14.34 13.12 13 North Fork Holston River near Gate City 6.18 4.60 12.30 11.08 14-15 Cherokee and Holston River below Fort Pat & Gate City 6.18 4.60 15.42 14.20 16 Holston River local, Cherokee Dam to Knoxville gage 6.18 4.60 16.74 15.52 17 Little River at mouth 6.18 3.81 20.82 18.83 18 Fort Loudoun local 6.18 3.81 17.28 15.29 19 Little Tennessee River at Needmore 6.18 2.73 20.22 17.54 20 Nantahala 6.18 2.73 20.94 18.26 21 Tuckasegee River at Bryson City 6.18 2.91 20.04 17.36 22 Fontana local 6.18 2.91 19.56 16.88 23 Little Tennessee River local, Fontana Dam to Chilhowee Dam 6.18 2.91 22.50 19.82 24 Little Tennessee River local, Chilhowee Dam to Tellico Dam 6.18 2.91 19.26 16.58 25 Watts Bar local above Clinch River 6.18 3.81 15.84 13.85 26 Clinch River at Norris Dam 6.18 4.60 13.56 12.34 27 Melton Hill local 6.18 4.27 15.42 14.01 33 Clinch River local above mile 16 6.18 4.43 15.42 14.01 34 Poplar Creek at mouth 6.18 4.43 14.88 13.47 35 Emory River at mouth 6.18 4.43 12.78 11.37 36 Clinch River local, mouth to mile 16 6.18 4.43 14.94 13.53 37 Watts Bar local below Clinch River 6.18 4.43 14.28 12.87 38 Chatuge Dam 6.18 2.91 21.12 18.44 39 Nottely Dam 6.18 2.91 18.66 15.98 40 Hiwassee River local below Chatuge and Nottely 6.18 2.73 18.18 15.50 41 Apalachia local 6.18 3.81 18.18 16.19 42 Blue Ridge Dam 6.18 2.91 22.14 19.46 43 Ocoee No. 1 local, Ocoee No. 1 to Blue Ridge Dam 6.18 2.91 18.42 15.74 Hiwassee River local, Charleston gage at mile 18.9 to Apalachia 44A and Ocoee No. 1 Dams 6.18 3.81 15.48 13.49 44B Hiwassee River local, mouth to Charleston gage at mile 18.9 6.18 4.27 14.52 13.11 45 Chickamauga local 6.18 4.27 13.56 12.15
BFN25 Table 3 (Sheet 2 of 2)
PROBABLE MAXIMUM FLOOD RAINFALL AND PRECIPITATION EXCESS Antecedent Storm Main Storm Index Rainfall Runoff Rainfall Runoff No. Sub-basin Name (inches) (inches) (inches) (inches) 46 South Chickamauga Creek near Chattanooga 6.18 4.11 12.06 10.65 47A Nickajack local below North Chickamauga Creek @ gage 6.18 4.27 11.46 10.05 47B North Chickamauga Creek @ gage 6.18 4.27 12.30 10.89 48 Sequatchie River at Whitwell 6.18 4.27 12.06 10.65 49 Guntersville North local 6.18 4.27 10.44 9.03 50 Guntersville South local 6.18 4.27 9.90 8.49 51 Paint Rock River near Woodville 5.58 3.57 9.84 8.43 52 Paint Rock Local 5.58 3.57 9.84 8.43 53 Flint River near Chase 5.58 3.72 9.84 8.43 54 Flint River Local 5.58 3.43 9.84 8.43 55 Cotaco Creek at Florette 5.58 3.72 9.84 8.43 56 Cotaco Creek Local 5.58 3.72 9.84 8.43 57 Limestone Creek near Athens 5.58 3.72 9.84 8.43 58 Limestone Creek Local 5.58 3.72 9.84 8.43 59 Tims Ford Dam 5.58 3.28 9.84 8.24 60 Elk River Local, Tims Ford to Fayetteville 5.58 3.28 9.84 8.24 61 Elk River Local, Fayetteville to Prospect 5.58 3.28 9.84 8.24 62 Richland Creek at Mouth 5.58 3.72 9.84 8.43 63 Sugar Creek at Mouth 5.58 3.72 9.84 8.43 64 Elk River Local, Mile 16.5 to Prospect Gage 5.58 3.72 9.84 8.43 65 Wheeler Local 5.58 3.72 9.84 8.43 Basin Averages (inches) 6.08 3.85 14.48 12.74 a
Index No. corresponds to Figure 4 numbered areas.
b Adopted antecedent precipitation index prior to antecedent storm varies by unit area, ranging from 0.78-1.47 inches.
c Computed antecedent precipitatoin index prior to main storm, 3.65 inches.
BFN-25 Table 4 DAM FAILURE STATISTICS Deleted by Amendment 25