Suppress Warnings
Suppress XSect
Station Separation 0.1

[ ========================= Select Profile ====================================

LET %DATE = 08/21/92    [PRESENT DATE
LET %SLOPE = .0016      [STARTING SLOPE
LET %SWSEL = 250        [STARTING WATER SURFACE
LET %SWSELFL = 249.03   [Staring water surface for the floodway is set at
                        [the same elevation as the 100-year event since
                        [downstream of our first cross section is Jordan
                        [Lake and no encroachments can occur in this area.

[Activate Option 100-Year-Single
[Activate Option Multiple
[Activate Option Floodway
Activate Option Mapping

Activate Option Detailed_Output
[Activate Option Summary_150
[Activate Option HSMM_FW_Output


[ =============================================================================
                        Start of Option Comments
[ =============================================================================


        HAYES, SEAY, MATTERN & MATTERN, INC.
        Wrightsville Building, Suite 110
        2300 W. Meadowview Road
        Greensboro, NC  27407
        (919) 855-8422

        Durham County, North Carolina
        Flood Insurance Study
        Commission No. 2379
        July 1992


         Burdens Cr.


---------------------------------------
 HSMM Developed HEC-2 Model
---------------------------------------


        Engineer : Thomas Hale

        Design Technician : Thomas Hale
        Key Punch Check   :


        **  Additions and revisions made by:


  =============================================================================

     Historical Data

        None exists for this stream.


  =============================================================================

     Reference Point

        Burdens Cr. model's stream cross sections are referenced in
        feet above the confluence with Northeast Creek.


  =============================================================================

     Invert Data Support Information

        The cross section inverts were calculated by subtracting
        the maximum rod reading (from field survey data) from the
        corresponding Height of Instrument.

  =============================================================================

     Elevation Reference Marks

        BM/TBM     BM I.D.       ELEV      DESCRIPTION


  =============================================================================

     Starting Station, Starting WSEL, and Starting Slope

        Burdens Cr. has been previously studied.  The starting station
        for Burdens Cr. is at  ????.

        Starting WSEL is an estimated value based on the furthest D/S
        invert.

        Starting slope is estimated using WSEL's at the furthest D/S
        section of the study.

              Sta.      WSEL

              2105      243.09          [HWY 55
              3070      244.63          [D&S RR

              SS = (244.63-243.09/(3070-2105)= 0.01596

         **** SS = 0.0016
             ==============


        Alternative starting slope is estimated using inverts at the
        furthest D/S section of the study.

              Sta.      Invert

              2105      239.99          [HWY 55
              3070      244.23          [D&s RR

              SS = 4.24/965=0.004394

              SS = 0.0044


  =============================================================================

Backwater from Northeast Creek calculated from Northeast Confluence Station 13157.

10-yr           248.96
50-yr           250.96
100-yr          251.68
500-yr          253.71

Calculated btween Northeast Creek Stations 13087 and 14190

                13087           14190

10-yr           248.94          248.94
50-yr           251.24          250.94
100-yr          251.98          251.66
500-yr          254.02          253.69

  =============================================================================

     Hydrology

      HEC-1  --

      Basin   Drainage  2-yr    5-yr    10-yr   25-yr   50-yr   100-yr  500-yr
              Area


  =============================================================================

             Available Options set-up within Code File:


             100-Year-Single:  Print 100-Year events with summary
                               table 150

             Multiple:  Print 10-, 50-, 100- and 500-year
                        events with summary table 150

             Floodway:  Print 100-year Floodway events with
                        summary table 150

             Mapping:  Print 100-year Floodway, 100-year and
                       500-year events

[ =============================================================================
                        End of Option Comments
[ =============================================================================


[ =============================================================================
                        Start of Option 100-Year-Single

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  Burdens Cr.        Eng:TFH  ET:TFH       Comm. No. 2379
T3      BC       100-Year               Date: %DATE           100-year
J1      4.0                      %SLOPE                           %SWSEL
J2-1.           -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim

                        End of Option 100-Year-Single
[ =============================================================================

[ =============================================================================
                        Start of Option Multiple

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      BC       10-Year                Date: %DATE           10-year event
J1      2.0                     %SLOPE                            %SWSEL
End Verbatim

Start of Option Detailed_Output
Begin Verbatim
J21.            -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option Detailed_Output

Start of Option Summary_150
Begin Verbatim
J21.            -1.0
J3150.
J5-10.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option Summary_150


                        End of Option Multiple
[ =============================================================================

[ =============================================================================
                        Start of Option Floodway

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      BC       100-Natural            Date: %DATE           100-year Floodway
J1      4.0                     %SLOPE                            %SWSEL
End Verbatim

Start of Option HSMM_FW_Output
Begin Verbatim
J21.            -1.0
J338.   1.      52.     4.      13.     14.     15.     53.     27.     21.
J322.   28.     54.
J3200.                                          [******************************
NC0.18  0.18    0.05    0.1     0.3             [** NOTE:  Check for correct **
End Verbatim                                    [**        card set-up       **
End of Option HSMM_FW_Output
                                                [******************************

Start of Option Detailed_Output
Begin Verbatim
J21.            -1.0
J3110.  200.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option Detailed_Output

Start of Option Summary_150
Begin Verbatim
J21.            -1.0
J3110.  200.
J5-10.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option Summary_150

                        End of Option Floodway
[ =============================================================================

[ =============================================================================
                        Start of Option Mapping

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      BC       100                    Date: %DATE           100-year Natural
J1      4.0                     %SLOPE                            %SWSEL
J21.            -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3            [******************************
End Verbatim                                   [** NOTE:  Check for correct **
                                              [**        card set-up       **
                        End of Option Mapping  [******************************
[ =============================================================================

[ ******************************************************
[ ****   S T A R T    O F    C O D E    M O D E L   ****
[ ******************************************************

Start of Invert Data

        Station         Elevation       Comment

        [0.1                             [CONFNEC
        795             240             [240 and X-Sect 0.2
        1530            242             [242
        2105            243.19           [BCHWY55
        2553            244             [244
        3070            244.23          [BCD&SRR
        [3819                            [A-BCX-SECT0.6
        [4215            246             [246
        [4264           242.78         [B-BCX-SECT1.0
        [4937                           [C-BCX-SECT1.3
        5788            248.33          [BCSR1945
        6120            250             [250
        [6493                            [D-BCX-SECT1.5
        [6855            252             [252
        7196.5          251.22          [d/s invert
        [7265            251.39          [BCSR2028
        7333.5          251.39          [U/S invert
        [7366                            [CONFBC
        [8206                            [E-BCX-SECT1.7
        [8326            258             [258
        [8915            260             [260
        9285            256.31          [BCSR1975
        10239           257.59                [F-BCX-SECT2.0
        10536           264             [264
        [10827                           [G-BCX-SECT2.5
        11559           266.12          [D/S invert
        [11616           266.26          [BCHWY54
        11673           266.26          [U/S invert
        12246           270             [270

End of Invert Data

Start of Discharge Data

                [
        [XSect       10-yr   50-yr   100-yr    500-yr   100-year  2-Year

        0.1          4250    5945    6810      9336     6810      2399
        3070         4212    5887    6741      9233     6741      2382
        7265         2918    4105    4711      6486     4711      1626
        9285         2382    3340    3833      5277     3833      1337
        11616        1282    1763    2007      2712     2007      750

End of Discharge Data

Start of Encroachment Data

        [               Fields
[XSect 1  2   3   4   5   6      7  8    9     10

795.00   0  0   0   0   0   9.11   0  0    4700  5700
2002.8   0  0   0   0   0   9.11   0  0    4700  5350  [ Highway 55
2080.0   0  0   0   0   0   9.11   0  0    4700  5350
2129.0   0  0   0   0   0   9.11   0  0    4700  5350
2149.29  0  0   0   0   0   9.11   0  0    4700  5350

3053.0   0  0   0   0   0   9.11   0  0    5037  5337  [ D&S RR
3086.0   0  0   0   0   0   9.11   0  0    4870  5350
3287.0   0  0   0   0   0   9.11   0  0    4870  5350

3819.0   0  0   0   0   0  10.41   0  0       0     0  [ X-Sect 0.6

7373.69  0  0   0   0   0   9.11   0  0    4787  5213  [ X-Sect F of Alexander Drive
8206.0   0  0   0   0   0   9.11   0  0    4950  5150  [ X-Sect 1.7

9200.69  0  0   0   0   0   8.41   0  0       0     0  [ Jenkins Road

11448.0  0  0   0   0   0   9.11   0  0    4890  5050  [ Hwy 54
11558.0  0  0   0   0   0   9.11   0  0    4890  5050
11673.0  0  0   0   0   0   9.11   0  0    4890  5050
11701.0  0  0   0   0   0   9.11   0  0    4890  5050

End of Encroachment Data


Start of Cross Section

     Xsect   795
     Comment Card
     Final Centerline 5000.
     Blend Data Based on Topo Data
     [Blend Data Based on Field Data

     Start of Field Data [From Xsect 1.0

          Looking U/S
          Data Centerline 1012.25
          Relate to Invert
          [X Factor

          Station         Rod             Comment

          [975             5
          [990             6.9
          [1000            5.2             Channelbank     [TOB ROB
          [1006            11.2
           1009            11.7            [T/E
           1012            12.4            [C/L
           1014.5          11.7            [T/E
          [1020.5          9.3
          [1024.5          5.5             Channelbank[TOB LOB
          [1050            6

     End of Field Data

     Start of Topo data

          Station       Elevation           Coment

          1000           272
          1054           266
          1069           264
          1090           262
          1104           260
          1112           258
          1120           256
          1133           254
          1228           250
          1248           248
          1268           246
          1880           244
          2308           242       Channelbank
          2335                              Centerline
          2359           242       Channelbank
          2415           244
          3010           246
          3063           248
          3086           250
          3159           252
          3430           254
          3565           256
          3751           258

     End of Topo data

     Start of N-Values

          Channel N-Value  .05400

          Station       N-Value             Comment

          1000          100.00000
          1397          .17500              Centerline
          2300          .17500
         End            100.00000

     End of N-Values

End of Cross Section



[ HWY 55

START OF STRUCTURE

        XSect 2105
        Comment Card HWY 55
        Comment Card Can not use Special Culvert, Culvert in outlet control
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
        Print Xsect A B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 48
       [Structure N-value 0.018

       Start of Special Bridge
       End of Special Bridge

[         Start of Special Culvert

[          Number of Culverts 2
[          Culvert N-Value 0.018
[         Entrance Loss Coefficient 0.40
[         Weir Flow Coefficient 3.0
[         Rise 6
[         Span 9
[         Length  48
[         FHWA Chart 8
[         FHWA Scale 2
[        Channel Invert Upstream
[        Channel Invert Downtream
[
[        End of Special Culvert


        Start of Field Data
        [Relate to Invert

                Looking D/S
               [Data Centerline 1007.5

                Station         Elevation       Comment

                925             246.59
                950             251.59
                975             251.39
                990             250.29          Channelbank Left A B F
                1000            243.89
                1000.1          243.09          [T/E
                [1004.5          243.19         [Invert on lip of culvert 1
                1004.5          240.09
                1010            239.99
                [1014.5          243.39         [Invert on lip of culvert 2
                1014.5          241.39
                1018            243.09          [T/E
                1019            243.49
                1025            246.39          Channelbank Right A B F
                1050            247.89
                1075            247.69
                1100            247.79

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            260
                1075            250
                1090            248
                1154            246
                1766            246
                1777            248
                1789            250
                1816            250
                1831            248
                1841            246
                1997            246
                2121            246
                2160            244
                2174                               Centerline
                2194            244
                2227            246
                2592            248
                2660            250
                2702            252
                2773            256
                2978            258

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1007.5

                Station         Elevation       Comment

                -704.5          260
                -644.5          258
                -533.5          256
                -439.5          254
                -132.5          252
                204.5           252
                925             252.90
                950             252.92
                975             252.92
                1000            252.89
                1019            252.83
                1025            252.84
                1050            252.78
                1075            252.74
                1100            252.74
                [1107.5          252            [Topo point, not used field mor accurate
                1784.5          254
                2040.5          256
                2345.5          258


        End of Top of Structure Data

        START OF CULVERT DATA

                Data Centerline 1007.5

                Box Culvert [1
                Height 6
                Width 9
                Centerline 1004.5
                Invert 243.19

                Box Culvert [2
                Height 6
                Width 9
                Centerline 1014.5
                Invert 243.39


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.054
        Position Within 10 Feet

                Station         N-Value         Comment

                1000            100.00000
                1109            .17500
                1432            .17000              Centerline
                1820            .17500
                End             100.00000


        End of N-Values

END OF STRUCTURE

[ D & S RR

START OF STRUCTURE

        XSect 3070
        Comment Card D&S RR
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
       Print Xsect B D F            [Special Bridge
        Contraction Length F 200
        Blend Data Based on Field Data
        Structure Width 32
       Structure N-value 0.018
       Levee Left Elevation B 260.1
       Levee Right Elevation B 254.0

[       Contraction Coefficient B 0.3
[       Expansion Coefficient B 0.5

       Start of Special Bridge
       End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 937.5

                Station         Elevation       Comment

                725             247.33
                750             247.43
                775             247.33
                800             247.23
                803             246.63          [start of 1st structure
                808             245.63          [T/E
                812             245.63
                816             245.63
                820             246.63          [T/E
                825             247.43
                850             247.43
                875             247.33
                900             247.13
                925             247.83
                950             247.63
                975             247.43          Channelbank Left A B F
                1000            244.63          [start of 2nd structure [T/E
                1000.1          244.43
                1010            244.33
                1020            244.23
                1020.1          244.63          [T/E
                1050            247.23
                1075            247.23          Channelbank Right A B F
                1100            247.33


        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            270
                1027            260
                1109            250
                1154            248
                1656            248
                1689            248
                1703            246
                1715                               Centerline
                1729            246
                1767            248
                1844            250
                1874            252
                1920            256
                2245            258
                2562            260
                2792            264



        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 937.5

                Station         Elevation       Comment

                -59.5           270
                434.5           264
                [696.5           262            [topo point, field more representative
                725             262.68
                750             262.44
                775             262.23
                800             262.08
                808             262.03
                816             261.95
                825             261.89
                850             261.74
                875             261.56
                900             261.47
                925             261.35
                950             261.15
                [968.5           260            [topo point, field more representative
                975             261.03
                1000            261.01
                1020            260.98
                1050            260.81
                1075            260.69
                1100            260.61
                1669.5          260
                2064.5          264
                2539.5          268


        End of Top of Structure Data

        START OF CULVERT DATA

                Data Centerline 937.5

                Box Culvert [1
                Height 8
                Width 8
                Centerline 812
                Invert 245.63

                Box Culvert [2
                Height 10
                Width 20
                Centerline 1010
                Invert 244.33


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.054
        Position Within 10 Feet

                Station         N-Value         Comment

                1000            100.00000
                1432            .17000
                1465            .13000              Centerline
                1769            .17500
                End             100.00000


        End of N-Values

END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 0.6

        XSect 3819
        Comment Card CROSS SECTION A
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [From Xsect 1.0

                Looking U/S
                Data Centerline 1012.25
                Relate to Invert
                [X Factor

                Station         Rod             Comment

                [975             5
                [990             6.9
                [1000            5.2             Channelbank     [TOB ROB
                [1006            11.2
                1009            11.7            [T/E
                1012            12.4            [C/L
                1014.5          11.7            [T/E
                [1020.5          9.3
                [1024.5          5.5             Channelbank[TOB LOB
                [1050            6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            330
                1117            280
                1160            270
                1186            260
                1210            250
                1763            248             Channelbank
                1772            246
                1786                               Centerline
                1796            246
                1808            248             Channelbank
                1908            250
                1918            252
                1934            254
                1959            256
                1999            258
                2305            260
                2414            262
                2885            264
                2953            266
                3008            268
                3070            270
                3106            272
                3119            274
                3159            276
                3201            278

        End of Topo data

     Start of N-Values

          Channel N-Value  .05400

          Station       N-Value             Comment

          1000          100.00000
          1458          .17000
          1566          .13000              Centerline
          1821          .17500
         End            100.00000

     End of N-Values



        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 1.0

        XSect 4264
        Comment Card CROSS SECTION B
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data
                [ CONTOUR 248, 10' RT OF C/L OF CREEK
                [ BS 5.18
                [ from map and photos should be 250 contour

                [HI 255.18
                Looking U/S
                Data Centerline 1012.25
                Relate to Invert

                Station         Rod             Comment

                975             5
                990             6.9
                1000            5.2             Channelbank     [TOB ROB
                1006            11.2
                1009            11.7            [T/E
                1012            12.4            [C/L
                1014.5          11.7            [T/E
                1020.5          9.3
                [1024.5          5.5             Channelbank[TOB LOB
                [1050            6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            280
                1029            270
                1049            260
                1096            250
                1469            248             Channelbank
                1481                               Centerline
                [1497            248             [Channelbank
                [1511            250
                1541            252
                1613            258
                1643            260
                1703            260
                1855            260
                2105            262
                2572            264
                2638            264
                2705            268
                2774            270
                2886            276


        End of Topo data

     Start of N-Values

          Channel N-Value  .05400

          Station       N-Value             Comment

          1000          100.00000
          1327          .17000
          1422          .13000              Centerline
          1769          .17500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 1.3

        XSect 4937
        Comment Card CROSS SECTION C
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [From Xsect 1.0
                Looking U/S
                Data Centerline 1012.25
                Relate to Invert

                Station         Rod             Comment

                [975             5
                [990             6.9
                [1000            5.2             Channelbank     [TOB ROB
                1006            11.2
                1009            11.7            [T/E
                1012            12.4            [C/L
                1014.5          11.7            [T/E
                1020.5          9.3
                [1024.5          5.5             Channelbank[TOB LOB
                [1050            6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            290
                1045            270
                1067            260
                1079            258
                1089            256
                1103            254
                1166            252
                1279            250             Channelbank
                1292                               Centerline
                1313            250             Channelbank
                1319            252
                1445            252
                1799            252
                1921            254
                2002            256
                2069            258
                2085            260
                2102            262
                2138            264
                2188            266
                2291            268
                2364            270
                2414            272
                2456            274
                2503            276
                2580            278

        End of Topo data

     Start of N-Values

          Channel N-Value  .05400

          Station       N-Value             Comment

          1000          100.00000
          1327          .17000
          1422          .13000              Centerline
          1769          .17500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

[ SR 1945 Alston Road

START OF STRUCTURE

        XSect 5788
        Comment Card SR 1945 Alston Road
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
        Print Xsect A B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 30
       Structure N-value 0.035

       Start of Special Bridge
       End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1025

                Station         Elevation       Comment

                925             252.83
                [950             254.43  [not off fill
                [975             254.23  [not off fill          [Channelbank Left A B F
                [1000            256.03  [not off fill
                [1007            255.83  [not off fill
                1013            252.73
                1019            252.43
                1023            248.53          [T/E
                1025            248.33
                1030            248.43
                1034            248.53          [T/E & C/L pier
                1035            248.63
                1039            250.53
                1043            253.13
                1051            252.83
                1056            253.03
                1062            254.63
                [1070            257.33
                [1075            255.13  [not off fill [Channelbank Right A B F
                [1100            255.03  [not off fill
                [1125            255.03  [not off fill
                [1150            255.73  [not off fill

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            260
                1161            258
                1199            256
                1212            254
                1279            252
                1286            250
                1291            250
                1296            252
                1330            252             Channelbank Left A B E F
                1333            250
                1337                               Centerline
                1348            250
                1365            252             Channelbank Right A B E F
                1468            254
                1504            256
                1564            258
                1642            260

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1025

                Station         Elevation       Comment

                627             270
                679             268
                712             266
                767             264
                827             262
                889             260
                925             259.85
                950             259.75
                975             259.56
                1000            259.79          Rail
                1070            259.74          Rail
                1075            259.69
                1100            259.40
                1125            259.11
                1150            258.97
                1324            260
                1368            260
                1426            266
                1534            270

        End of Top of Structure Data

        START OF BRIDGE DATA

                Deck Thickness 2.04
                Rail Height 2.7
                Data Centerline 1025

                Abutment Station 1000
                [Fill Station

                Pier
                        Centerline 1034
                        Width 1
                        Cap Width 2
                        Top Cap Elevation 257.72
                        Cap height 1.5
                        Top Footing Elevation 251.53
                        Footing Width 2.75  [average width 2.5 at top, 3 at bottom

                [Fill Station
                Abutment Station 1070


        End of Bridge Data

        Start of N-Values
        Channel N-Value 0.055
        Position Within 10 Feet

                Station         N-Value         Comment

                1000            100.00000
                1076            .17000
                1378            .13000              Centerline
                1562            .16000
                1702            .17500
                End             100.00000


        End of N-Values

END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 1.5

        XSect 6493
        Comment Card CROSS SECTION D
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [From Xsect 2.0
                Looking U/S
                Data Centerline 1008.25
                [X Factor 1.25
                Relate to Invert

                Station         Rod             Comment

                [975             5.5
                [1000            5.1     Channelbank [TOB ROB
                1004            10.8    [T/E
                1010            11.5    [C/L
                1013.5          10.8    [T/E
                [1016.5          5.4     Channelbank [T0B LOB
                [1041.5          5.3

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            270
                1114            266
                1173            264
                1200            262
                1255            260
                1293            258
                1338            256
                1366            254
                1531            252             Channelbank
                1549                               Centerline
                1561            252             Channelbank
                1700            254
                1733            256
                1752            258
                2044            260
                2109            260
                2129            260
                2152            262
                2167            264
                2238            266
                2361            268
                2383            270

        End of Topo data

     Start of N-Values

          Channel N-Value  .05500

          Station       N-Value             Comment

          1000          100.00000
          1335          .13000              Centerline
          1641          .16000
         End            100.00000

     End of N-Values

        END OF CROSS SECTION

[ SR 2028 Alexander Drive

START OF STRUCTURE

        XSect 7265
        Comment Card SR 2028 Alexander Drive
        Comment Card Can not use special culvert, outlet control not inlet
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
       Print Xsect  A B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 137
[       Structure N-value 0.018
        Levee Left Elevation B 263.01
        Levee Right Elevation B 263.01


       Start of Special Bridge
       End of Special Bridge

[        Start of Special Culvert
[
[         Number of Culverts 4
[         Culvert N-Value 0.018
[         Entrance Loss Coefficient 0.40
[         Weir Flow Coefficient 3.0
[         Rise 10
[         Span 9
[         Length  137
[         FHWA Chart 8
[         FHWA Scale 2
[        Channel Invert Upstream
[        Channel Invert Downtream
[
[        End of Special Culvert


        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1025

                Station         Elevation       Comment

                925             258.19
                950             258.89
                975             253.49
                1000            253.99          Channelbank Left A B F
                1004.5          253.19          [C/L culvert 1
                1009.5          253.19
                1014.5          253.29          [C/L culvert 2
                1019            251.79          [T/E
                1019.5          251.49
                1024.5          251.39          [C/L culvert 3
                1029.5          251.09
                1034.5          251.39          [C/L culvert 4
                1039            251.39
                1039.1          251.79          [T/E
                1050            256.19          Channelbank Right A B F
                1075            256.79
                1100            257.19
                1125            257.09

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            272
                1030            270
                1099            260
                1110            258
                1352            258
                1392            258
                1398                               Centerline
                1412            258
                1501            258
                1621            258
                1683            260
                1777            262
                1820            264
                1943            266
                2001            268
                2050            270
                2066            272
                2102            274
                2156            276

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1025

                Station         Elevation       Comment

                47              276
                318             270
                465             268
                717             266
                925             266.52
                950             266.51
                975             266.63
                1000            266.85
                1039            267.0
                1050            267.11
                1075            267.36
                1100            267.61
                1125            267.87
                1254            268
                1599            270
                1961            272

        End of Top of Structure Data

        START OF CULVERT DATA

                Data Centerline 1025

                Box Culvert [1
                Height 10
                Width 9
                Centerline 1004.5
                Invert 251.39

                Box Culvert [2
                Height 10
                Width 9
                Centerline 1014.5
                Invert 251.39

                Box Culvert [3
                Height 10
                Width 9
                Centerline 1024.5
                Invert 251.39

                Box Culvert [4
                Height 10
                Width 9
                Centerline 1034.5
                Invert 251.39


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.055
        Position Within 10 Feet

                Station         N-Value         Comment

                1000            100.00000
                1161            .17000
                1422            .13000              Centerline
                2498            .16000
                End             100.00000

        End of N-Values

END OF STRUCTURE


START OF CROSS SECTION

[ XSECT 1.7

        XSect 8206
        Comment Card CROSS SECTION E
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [Fom Xsect 2.0
                Looking U/S
                Data Centerline 1008.25
                Relate to Invert

                Station         Rod     Comment

                [975             5.5
                [1000            5.1     [Channelbank [TOB ROB
                1004            10.8    [T/E
                1010            11.5    [C/L
                1013.5          10.8    [T/E
                1016.5          5.4     [Channelbank [T0B LOB
                1041.5          5.3


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            280
                1112            276
                1305            274
                1431            272
                1467            270
                1516            260
                1583            260
                1588            258             Channelbank
                1595                               Centerline
                1613            258             Channelbank
                1661            260
                1780            262
                1858            266
                1930            268
                2003            270
                2035            272
                2080            274
                2155            276
                2189            278
                2237            280

        End of Topo data

     Start of N-Values

          Channel N-Value  .05500

          Station       N-Value             Comment

          1000          100.00000
          1189          .17000
          1287          .13000              Centerline
          1760          .17500
         End            100.00000

     End of N-Values



        END OF CROSS SECTION


[ SR 1975, Jenkins Road

START OF STRUCTURE

        XSect 9285
        Comment Card SR 1975 Jenkins Road
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
        Print Xsect A B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 25
       Structure N-value 0.035

       Start of Special Bridge
       End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
                [Data Centerline 1026

                Station         Elevation       Comment

                925             264.01
                950             264.51
                975             263.01
                1000            262.01          [start structure
                1017            260.61          Channelbank Left A B F
                1018            258.81          [Pier
                1019            256.71
                1021            256.51          [T/E
                1024            256.31
                1027            256.51          [T/E
                1030            256.61
                1035            260.41          Channelbank Right A B F
                1050            262.41
                1075            264.41
                1100            264.01

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            280
                1184            274
                1318            272
                1502            270
                1552            268
                1612            266
                1621            264
                1642                               Centerline
                1675            262
                1975            264
                2025            266
                2074            270
                2180            280

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1026

                Station         Elevation       Comment

                294             280
                562             270
                626             268
                925             264.41
                950             264.71
                975             265.31
                1000            265.92          Rail
                1035            265.96          Rail
                1050            265.91
                1075            265.81
                1100            265.91
                1124            266
                1223            268
                1300            270
                1475            280


        End of Top of Structure Data

        START OF BRIDGE DATA

                Deck Thickness 1.46
                Rail Height 2.8
                Data Centerline 1026

                Abutment Station 1000
                [Fill Station

                Pier
                        Centerline 1018
                        Width 1

                [Fill Station
                Abutment Station 1035


        End of Bridge Data

        Start of N-Values
        Channel N-Value 0.055
        Position Within 10 Feet

                Station         N-Value         Comment

                1000            100.00000
                1543            .17000
                1709            .13000              Centerline
                1977            .17500
                End             100.00000


        End of N-Values

END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 2.0

        XSect 10239
        Comment Card CROSS SECTION F
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data
                [BS CONTOUR 264, 40' RT OF C/L OF CREEK
                [BS 5.09


                HI 269.09
                Looking U/S
                [Data Centerline
                [Relate to Invert

                Station         Rod     Comment

                975             5.5
                1000            5.1     Channelbank [TOB ROB
                1004            10.8    [T/E
                1010            11.5    [C/L
                1013.5          10.8    [T/E
                1016.5          5.4     Channelbank [T0B LOB
                1041.5          5.3


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            286
                1078            280
                1151            274
                1214            272
                1304            270
                1358            268
                1466            266
                1479            264
                1484                               Centerline
                1524            264
                1711            266
                1751            270
                1769            272
                1863            278
                1894            280
                1985            286


        End of Topo data

     Start of N-Values

          Channel N-Value  .05500

          Station       N-Value             Comment

          1000          100.00000
          1327          .17000
          1516          .13000              Centerline
          1967          .17500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 2.5

        XSect 10827
        Comment Card CROSS SECTION G
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [From Xsect 2.0
                Looking U/S
                Data Centerline 1010
                Relate to Invert

                Station         Rod     Comment

                [975             5.5
                [1000            5.1     Channelbank [TOB ROB
                1004            10.8    [T/E
                1010            11.5    [C/L
                1013.5          10.8    [T/E
                [1016.5          5.4     Channelbank [T0B LOB
                [1041.5          5.3


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000             290
                1094             280
                1116             278
                1144             276
                1162             274
                1178             272
                1192             270
                1224             268            Channelbank
                1242                                Centerline
                1268             268            Channelbank
                1370             268
                1471             268
                1496             270
                1524             272
                1620             274
                1692             276
                1768             278
                1832             280
                1849             282
                1926             284

        End of Topo data

     Start of N-Values

          Channel N-Value  .05500

          Station       N-Value             Comment

          1000          100.00000
          1327          .17000
          1516          .13000              Centerline
          1967          .17500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

[ NC Hwy 54

START OF STRUCTURE

        XSect 11616
        Comment Card NC HWY 54
        Comment Card Can not use Special culvert because structure is in outlet control
        Comment Card not inlet control
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
       Print Xsect A B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 114
       Structure N-value 0.018
        Levee Left Elevation B 274.88
        Levee Right Elevation B 274.88


       Start of Special Bridge
       End of Special Bridge

[         Start of Special Culvert

[          Number of Culverts 3
[          Culvert N-Value 0.018
[          Entrance Loss Coefficient 0.40
[          Weir Flow Coefficient 3.0
[          Rise 6
[          Span 8
[          Length  114
[          FHWA Chart 8
[          FHWA Scale 2
[        Channel Invert Upstream
[        Channel Invert Downtream

[         End of Special Culvert


        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1013

                Station         Elevation       Comment

                925             271.26
                950             270.96
                975             270.16          [Channelbank Left A B F
                1000            267.96          [Start of Structure
                1004            267.56          [C/L 1st Culvert
                1009            266.36          [T/E
                1013            266.26          [C/L 2nd Culvert
                1018            266.26
                1023            266.26          [C/L 3rd Culvert
                1027            266.26          [End of Structure
                1050            272.26          Channelbank Right A B F
                1075            275.06
                1100            276.06

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            280
                1100            278
                1357            276
                1367            274
                1377            272          Channelbank Left A B F
                1389            270
                1403                               Centerline
                1417            270
                1430            272
                1462            274
                1507            276
                1518            278
                1532            280
                1575            282

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013

                Station         Elevation       Comment

                519             278
                622             276
                760             275
                925             275.45
                950             275.68
                975             276.00
                988             276
                999.9           276.28          Rail [ added this station to correct rail bug
                1000            276.28          [Rail
                1027            276.53          Rail
                1050            276.89
                1075            277.31
                1100            277.76
                1110            278
                1229            280
                1336            282

        End of Top of Structure Data

        START OF CULVERT DATA

                Data Centerline 1013
                Rail Height 0.85 [3.4/4 = 0.85 to correct rail bug

                Box Culvert [1
                Height 6
                Width 8
                Centerline 1004
                Invert 266.26

                Box Culvert [2
                Height 6
                Width 8
                Centerline 1013
                Invert 266.26

                Box Culvert [3
                Height 6
                Width 8
                Centerline 1023
                Invert 266.26


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.055
        Position Within 10 Feet

                Station         N-Value         Comment

                1000            100.00000
                1321            .17000              Centerline
                1485            .17500
                End             100.00000

        End of N-Values

END OF STRUCTURE


Begin Verbatim
EJ
End Verbatim



[ =============================================================================
                        Start of Option Multiple

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.       Eng:TFH  ET:TFH       Comm. No. 2379
T3      BC      50-Year                 Date: %DATE           50-year event
J1      3.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.       Eng:TFH  ET:TFH       Comm. No. 2379
T3      BC      100-Year                Date: %DATE           100-year event
J1      4.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.       Eng:TFH  ET:TFH       Comm. No. 2379
T3      BC      500-Year                Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

                        End of Option Multiple
[ =============================================================================

[ =============================================================================
                        Start of Option Floodway

[ ======== Begin Profile
Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burden Creek    ENG:TFH  ET:TFH       Comm. No. 2379
T3      BC  100-yr FW                 Date: %DATE           100-yr Floodway
J1      6.0                                                       %SWSELFL
J215.           -1.0
End Verbatim

                        End of Option Floodway

[ =============================================================================

[ =============================================================================
                        Start of Option Mapping

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr. Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           100-year event
J1      6.0                                                       %SWSELFL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.  Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Burdens Cr.  Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           2-year event
J1      7.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

                        End of Option Mapping
[ =============================================================================


Begin Verbatim
Blank Line
Blank Line
Blank Line
ER
End Verbatim

