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X-GETTLEMAN FLOOD STUDY HEC-RAS River: UpperLittleRiver Reach: Reach - 1 ReachRiver StaProfilePlanQ TotalMin Ch ElW.S. ElevCrit W.S.E.G. ElevE.G. SlopeVel ChnlFlow AreaTop WidthFroude # Chl (cfs)(ft)(ft)(ft)(ft)(ft/ft)(ft/s)(sq ft)(ft) Reach - 1154482.0Bridge Reach - 1154456.0100-YearGettleman St11584.00168.55186.73178.72186.750.0012360.819420.091719.720.03 Reach - 1154456.0100-YearGettleman-Prop11584.00168.55186.70178.72186.730.0012440.829378.701704.760.03 Reach - 1154456.0AFWGettleman St11584.00168.55187.74178.72187.790.0012290.847101.48747.080.03 Reach - 1154456.0AFWGettleman-Prop11584.00168.55187.72178.72187.760.0012370.847093.63748.970.03 Reach - 1153757.6100-YearGettleman St11584.00168.17186.14186.150.0006190.5512963.922475.380.02 Reach - 1153757.6100-YearGettleman-Prop11584.00168.17186.12186.140.0006000.5412742.802425.030.02 Reach - 1153757.6AFWGettleman St11584.00168.17187.17187.190.0006110.5710544.661284.230.02 Reach - 1153757.6AFWGettleman-Prop11584.00168.17187.15187.170.0005930.5610761.091329.330.02 Reach - 1152153.1100-YearGettleman St11584.00167.30185.14185.150.0006250.5613296.082417.690.02 Reach - 1152153.1100-YearGettleman-Prop11584.00167.30185.14185.150.0006250.5613296.082417.690.02 Reach - 1152153.1AFWGettleman St11584.00167.30186.17186.200.0006220.5510188.941137.210.02 Reach - 1152153.1AFWGettleman-Prop11584.00167.30186.17186.200.0006220.5510188.941137.210.02 Reach - 1151455.3100-YearGettleman St11584.00166.92184.71184.720.0006280.6013443.142593.780.03 Reach - 1151455.3100-YearGettleman-Prop11584.00166.92184.71184.720.0006280.6013443.142593.780.03 Reach - 1151455.3AFWGettleman St11584.00166.92185.74185.760.0006280.5710985.131400.850.02 Reach - 1151455.3AFWGettleman-Prop11584.00166.92185.74185.760.0006280.5710985.131400.850.02 Reach - 1149844.5100-YearGettleman St11584.00166.23182.98183.010.0021661.088083.891661.730.05 Reach - 1149844.5100-YearGettleman-Prop11584.00166.23182.98183.010.0021661.088083.891661.730.05 Reach - 1149844.5AFWGettleman St11584.00166.23184.00184.060.0021421.116465.45816.430.05 Reach - 1149844.5AFWGettleman-Prop11584.00166.23184.00184.060.0021421.116465.45816.430.05 1 159058.6 r=1.00 157633.2 r=1.00 156200.8 r=1.00 154508.0 r=1.00 153757.6 r=1.00 151455.3 r=1.00 148805.2 r=1.00 Some schematic data outside default extents (see View/Set Schematic Plot Extents...) 1 2000 2500 3000 3500 4000 4500 5000 5500160 170 180 190 200 210 220 230 Upper Little RiverADJ-PC Plan: 1) Gettleman St 10/3/2016 2) Gettleman-Prop 10/3/2016 New XS 1-1 Station (ft) El e v a t i o n ( f t ) Legend EG AFW - Gettleman St EG AFW - Gettleman-Prop WS AFW - Gettleman St WS AFW - Gettleman-Prop EG 100-Year - Gettleman St WS 100-Year - Gettleman St EG 100-Year - Gettleman-Prop WS 100-Year - Gettleman-Prop Ground Bank Sta Encroachment .12 .4 .12 1 2000 2500 3000 3500 4000 4500 5000160 170 180 190 200 210 220 Upper Little RiverADJ-PC Plan: 1) Gettleman St 10/3/2016 2) Gettleman-Prop 10/3/2016 New XS 2-2 Station (ft) El e v a t i o n ( f t ) Legend EG AFW - Gettleman St EG AFW - Gettleman-Prop WS AFW - Gettleman St WS AFW - Gettleman-Prop EG 100-Year - Gettleman-Prop EG 100-Year - Gettleman St WS 100-Year - Gettleman St WS 100-Year - Gettleman-Prop Ground Bank Sta Encroachment .12 .4 .12 1 Table 17 - Limited Detailed Flood Hazard Data Cross Section Stream Station Flood Discharge (cfs)1% Annual Chance Water- Surface Elevation (feet NAVD 88) Non-Encroachment Width (feet) Left/Right from Stream Centerline 025 2,504 73 181.3 25 / 25 032 3,161 68 181.3 25 / 25 Upper Little River 206 20,579 13,017 109.5 929 / 405 231 23,148 13,017 114.2 609 / 641 247 24,660 13,017 117.6 943 / 450 282 28,180 13,017 120.2 766 / 519 287 28,676 13,017 120.5 971 / 590 289 28,869 13,017 120.5 487 / 1,379 289 28,917 13,017 121.1 487 / 1,379 301 30,104 13,017 121.4 65 / 2,099 340 34,006 13,017 122.0 1,298 / 842 347 34,721 13,017 122.2 444 / 1,362 363 36,266 12,924 122.6 66 / 1,870 373 37,260 12,924 122.8 285 / 1,514 388 38,801 12,924 123.2 1,314 / 533 397 39,669 12,914 123.5 1,614 / 190 402 40,243 12,914 123.6 1,579 / 931 416 41,581 12,914 123.8 2,592 / 853 434 43,358 12,914 124.0 2,396 / 1,107 452 45,198 12,863 124.2 357 / 2,068 460 45,990 12,863 124.4 979 / 1,430 482 48,206 12,835 124.9 77 / 3,499 497 49,694 12,832 125.2 64 / 2,905 507 50,693 12,832 125.5 351 / 2,133 522 52,185 12,832 126.7 154 / 965 527 52,686 12,832 128.7 228 / 529 527 52,746 12,832 129.0 228 / 529 539 53,872 12,772 130.0 282 / 2,127 547 54,684 12,772 130.2 586 / 1,484 555 55,511 12,772 130.4 696 / 1,102 564 56,370 12,733 130.6 1,092 / 1,256 572 57,198 12,733 130.8 770 / 2,020 581 58,074 12,733 130.9 453 / 2,156 587 58,744 12,733 131.0 837 / 2,282 591 59,143 12,733 131.1 774 / 2,227 598 59,772 12,733 131.2 1,399 / 2,472 608 60,819 12,733 131.4 63 / 1,903 618 61,845 12,733 131.9 794 / 1,181 637 63,687 12,733 132.6 2,922 / 360 656 65,565 12,672 133.3 2,262 / 597 669 66,916 12,672 133.9 1,924 / 480 681 68,077 12,672 134.4 2,622 / 656 693 69,281 12,672 135.0 1,819 / 1,715 716 71,571 12,523 135.8 2,630 / 1,149 Flood Insurance Study Report: HARNETT COUNTY, NORTH CAROLINA AND INCORPORATED AREAS Effective Date: October 3, 2006 Page 64 of 68 Table 17 - Limited Detailed Flood Hazard Data Cross Section Stream Station Flood Discharge (cfs)1% Annual Chance Water- Surface Elevation (feet NAVD 88) Non-Encroachment Width (feet) Left/Right from Stream Centerline 726 72,603 12,521 136.2 1,962 / 1,852 740 73,963 12,521 137.2 2,451 / 1,487 753 75,316 12,521 138.3 1,854 / 832 771 77,137 12,467 141.0 1,400 / 821 788 78,789 12,467 143.8 1,138 / 327 798 79,794 12,467 145.5 617 / 78 813 81,348 12,467 149.2 71 / 275 821 82,058 12,445 150.0 444 / 61 826 82,649 12,445 150.4 328 / 100 832 83,189 12,445 151.2 253 / 104 841 84,107 12,445 153.2 347 / 97 842 84,175 12,445 153.8 347 / 97 860 85,986 12,445 154.3 317 / 653 880 87,996 12,445 154.4 490 / 2,029 889 88,942 12,445 154.4 61 / 2,292 909 90,933 12,386 154.5 2,439 / 1,103 930 92,956 12,210 154.6 1,000 / 1,730 975 97,525 12,210 154.8 3,877 / 60 992 99,182 12,210 154.9 3,605 / 1,146 1017 101,707 12,190 155.0 3,804 / 58 1055 105,477 12,153 155.4 1,786 / 1,218 1070 106,952 12,153 155.8 2,050 / 609 1082 108,194 12,153 156.6 990 / 559 1090 109,042 12,153 157.2 1,663 / 59 1105 110,541 11,853 158.1 2,142 / 57 1118 111,849 11,853 159.2 1,885 / 57 1151 115,074 11,853 161.1 57 / 1,876 1166 116,617 11,807 161.8 57 / 2,491 1197 119,747 11,775 163.1 1,885 / 819 1212 121,181 11,775 164.0 1,515 / 56 1222 122,192 11,775 165.2 2,339 / 586 1222 122,246 11,775 166.6 2,339 / 586 1254 125,403 11,775 167.1 3,418 / 56 1296 129,646 11,775 168.1 1,291 / 1,034 1326 132,567 11,775 169.5 1,574 / 55 1343 134,274 11,700 170.3 2,455 / 55 1386 138,595 11,696 172.2 2,471 / 56 1418 141,784 11,675 175.2 980 / 775 1427 142,725 11,675 176.0 1,256 / 382 1446 144,641 11,638 177.4 550 / 545 1456 145,635 11,608 178.8 456 / 525 1473 147,339 11,606 181.7 55 / 863 1488 148,805 11,584 182.4 1,092 / 238 1498 149,845 11,584 183.0 791 / 136 1515 151,455 11,584 184.7 1,523 / 55 Flood Insurance Study Report: HARNETT COUNTY, NORTH CAROLINA AND INCORPORATED AREAS Effective Date: October 3, 2006 Page 65 of 68 Table 17 - Limited Detailed Flood Hazard Data Cross Section Stream Station Flood Discharge (cfs)1% Annual Chance Water- Surface Elevation (feet NAVD 88) Non-Encroachment Width (feet) Left/Right from Stream Centerline 1545 154,456 11,584 187.1 405 / 454 1545 154,508 11,511 187.6 405 / 454 1558 155,839 11,511 189.3 302 / 55 1562 156,201 11,511 190.0 524 / 55 1576 157,633 11,504 191.2 87 / 420 1591 159,059 11,504 191.8 702 / 87 1602 160,221 11,504 192.2 696 / 66 1618 161,774 11,482 192.8 145 / 584 1631 163,146 11,482 193.2 896 / 332 1657 165,678 10,254 193.5 46 / 1,545 1675 167,512 10,254 193.7 249 / 1,657 1693 169,331 10,254 194.0 1,169 / 520 1704 170,399 10,238 194.4 1,251 / 287 1713 171,285 10,238 195.5 875 / 152 1726 172,586 10,238 196.7 1,197 / 40 1737 173,682 10,238 197.2 533 / 1,014 1742 174,155 10,238 197.5 88 / 1,546 1742 174,205 10,238 197.6 88 / 1,546 1757 175,706 10,238 199.3 46 / 1,185 1776 177,614 10,162 202.8 46 / 826 1795 179,545 10,155 205.0 716 / 46 1810 180,988 10,155 206.1 46 / 566 1823 182,318 10,155 206.5 1,188 / 36 1840 184,013 10,136 206.8 590 / 639 1856 185,569 10,122 207.4 138 / 565 1871 187,078 10,122 208.9 718 / 204 1880 187,965 10,122 209.2 1,104 / 169 1887 188,732 10,039 209.6 539 / 237 1922 192,186 10,039 214.5 36 / 687 1933 193,311 10,039 215.4 528 / 511 1941 194,105 10,039 216.2 405 / 205 1947 194,715 10,039 216.9 407 / 347 1948 194,763 10,039 217.4 407 / 347 1954 195,406 9,977 217.8 421 / 44 1968 196,786 9,977 219.2 533 / 97 1986 198,638 9,915 219.7 756 / 443 1991 199,133 9,915 219.9 170 / 467 2002 200,236 9,911 220.6 44 / 751 2022 202,237 9,911 221.2 1,425 / 44 2038 203,761 9,911 221.6 864 / 274 2048 204,784 9,911 222.2 455 / 406 2078 207,834 9,911 224.0 185 / 1,008 2095 209,494 9,911 225.0 44 / 1,049 2108 210,772 9,859 226.4 515 / 268 2130 212,964 9,859 227.9 628 / 200 Flood Insurance Study Report: HARNETT COUNTY, NORTH CAROLINA AND INCORPORATED AREAS Effective Date: October 3, 2006 Page 66 of 68