Suppress Warnings
Suppress XSect
Station Separation 0.1


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

LET %DATE = 10/08/92    [PRESENT DATE
LET %SLOPE = .0038      [STARTING SLOPE
LET %SWSEL = 242        [STARTING WATER SURFACE
LET %SWSELFL = 235.81   [Staring water surface for the floodway is set at
                        [the same elevation as the 100-year event since
                        [no significant encroachement can occur downstream

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


         Unt to Northeast Cr.


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


        Engineer : Thomas Hale

        Design Technician : Thomas Hale
        Key Punch Check   :


        **  Additions and revisions made by:


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

     Historical Data


        FIELD INTERVIEWS

            field interviews were obtained during field investigations.

        1)  Witness: Eddie M. Lyon
            Address: Rt3 Box 166A
                                27713

            Phone:

            The witness has lived in the area for approximately 21 years.
            He stated that the SR 1103 is over topped in a low area east of the bridge
            2 to 3 time a year.


            Interviewer: JHM

            Historical Elevation Reduction:

                There are no  past or existing gage stations on the Unt to Northeast Cr.


                At SR 1103    : Scott King Road

                Q =  682 Cfs                     - 2 -year discharge

                High Water EL =  > 244.53 (top of road)               - surveyed

                Cross Section 2457

                HEC2 elevation =  246.23



        2)  Witness:
            Address:  4929 Wineberry

            Phone:

            The witness has lived in this area for approximately 27 years.
            He stated that the road was over topped once in 27 years.  He statted that
            there was alot of debris in the pipe at that time.  He stated that water comes into
            his back yard several times a year.

            Interviewer: JHM

            Historical Elevation Reduction:

                There are no existing gage stations on  Unt to Northeast Cr.


                At SR 1100  : Grandale Road

                Q = 919 cfs                    - 10  -year discharge
                    490 cfs                      2   -year discharge

                Top of Road =  283.54           - at centerline

                Cross Section 10101

                HEC2 elevation =                 10-yr  285.06
                                                  2-yr  284.38



     Data for Calibration
                                                             HEC-2
                      Adjusted   Historical       Q (cfs)    Elev.
     Event  XSect     XSect      Elevation   Tr   HEC-1      HEC-1

     1      2457                           244.53 682        246.23
     2      10101                          283.24 919        285.06
             "                               "    490        284.38


     Historical events seem


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

     Reference Point

        Unt to Northeast 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.


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

     Starting Station, Starting WSEL, and Starting Slope

        Unt to Northeast Cr. has been previously studied.  The starting station
        for Unt to Northeast Cr. is at  confluence with Northeast Creek.

        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

                 0      230.00   [Contour U/S of Confluence from USGS Quad.
              1425      240.00   [Contour U/S of SR 1103 from USGS Quad.

              SS = (240-230)/(1425)= 0.00702

              SS = 0.007
             ==============


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

              Sta.      Invert
               153      231.28  [Xsect 1.0
              2439      239.93  [SR 1103

              SS = 8.65/2286 = 0.00378

           ** SS = 0.0038



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

     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

             Historical:  Print Historical - Calibration Runs

             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:  Unt to Northeast Cr.        Eng:TFH  ET:TFH       Comm. No. 2379
T3      NEC_C    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:   Unt to Northeast Cr.  ENG:TFH  ET:TFH  Comm. No. 2379
T3      Multiple Run                    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:   Unt to Northeast Cr.  ENG:TFH  ET:TFH  Comm. No. 2379
T3      Floodway Run                    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 Historical

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt to Northeast Cr.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      Historic               Date: %DATE           Hist, 25-yr
J1      8.0                     %SLOPE                            %SWSEL
J21.            -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim

                        End of Option Historical
[ =============================================================================

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt to Northeast Cr.       ENG:TFH  ET:TFH       Comm. No. 2379
T3                                         Date: %DATE           100-year
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  [******************************
[ =============================================================================



Start of Invert Data

        Station         Elevation       Comment

        [0.1                             [UNTNECCONFNECREEK
        [67              232             [232
        153             231.28          [A-UNTNECX-SECT1.0
        [640             234             [234
        [1131                            [B-UNTNECX-SECT1.3
        [1805            236             [C-UNTNECX-SECT1.4
        [2290            238             [238
        2439            239.93          [UNTNECSR1103
        [2626                            [UNTNECTOPOSR1103
        2980            242             [242
        [3389                            [D-UNTNECX-SECT1.7
        3589            244             [244
        4107            246             [246
        4285            248             [248
        4301            247.2           [E-UNTNECX-SECT2.0
        [4809            250             [250
        [5243                            [F-UNTNECX-SECT2.5
        [5756            252             [252
        6226            253.37          [G-UNTNECX-SECT3.0
        6245            254             [254
        6687            256             [256
        7135            258             [258
        [7180                            [H-UNTNECX-SECT3.5
        [7477            260             [260
        8145            258.17           [I-UNTNECX-SECT4.0
        [8193            262             [262
        [8335            264             [264
        [8568            266             [266
        [8724            268             [268
        [8800            270             [270
        [9101                            [J-UNTNECX-SECT4.5
        [9251            272             [272
        [9405            274             [274
        [9603            276             [276
        [9848            278             [278
        10028.5         276.14
        10065           276.14          [UNTNECSR1100
        10101.5         276.14
        10254           280             [280
        10365           282             [282



End of Invert Data

Start of Discharge Data

        [XSect       10-yr   50-yr   100-yr    500-yr   Floodway 2-yr

        0.1          1284    1852    2144      3012     2144     682
        7565         919     1318    1524      2135     1524     490

End of Discharge Data

Start of Encroachment Data

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

153.     0  0   0   0   0   9.11   0  0    4200  5300
1131     0  0   0   0   0   9.11   0  0    4660  5240
1805     0  0   0   0   0   9.11   0  0    4800  5200

2352.5   0  0   0   0   0   9.11   0  0    4912  5042  [ SR 1103
2419.5   0  0   0   0   0   9.11   0  0    4912  5042
2457.5   0  0   0   0   0   9.11   0  0    4912  5042
2475.2   0  0   0   0   0   9.11   0  0    4912  5042

3389     0  0   0   0   0   9.11   0  0    4795  5015  [ X-Sect 1.7
4301     0  0   0   0   0   9.11   0  0    4795  5015  [ X-Sect 2.0
5243     0  0   0   0   0   9.11   0  0    4795  5015  [ X-Sect 2.5
6226     0  0   0   0   0   9.11   0  0    4930  5040  [ X-Sect 3.0
7180     0  0   0   0   0  10.41   0  0       0     0  [ X-Sect 3.5
8145     0  0   0   0   0   9.11   0  0    4920  5020  [ X-Sect 4.0
9101     0  0   0   0   0  10.41   0  0       0     0  [ X-Sect 4.5

9991.5   0  0   0   0   0   9.11   0  0    4960  5050  [ SR 1100
10027    0  0   0   0   0   9.11   0  0    4960  5050
10101    0  0   0   0   0   9.11   0  0    4960  5050
10111    0  0   0   0   0   9.11   0  0    4960  5050

End of Encroachment Data


START OF CROSS SECTION
[ XSECT 1.0

        XSect 153
        Comment Card Cross Section A
        Comment Card Stream Referenced in Feet Above Confluence With Northeast Creek.

        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data
                [BS TO 234' CONTOUR, 20' RT OF CL)
                [BS +4.38


                HI 238.38
                Looking U/S
                [Data Centerline
                [Relate to Invert

                Station         Rod     Comment

                990             4.6
                1000            4.3     Channelbank [TOB
                1004            6.8
                1008            7.0     [T/E
                1010            7.1
                1012            7.0     [T/E
                1017            4.5     Channelbank [TOB
                1027            4.6


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            246
                1076            244
                1163            240
                1212            238
                1347            236
                3084            234
                3118                              Centerline
                3137            234
                3432            234
                3878            234
                3917            236
                3943            238
                3972            240
                4070            242
                4274            244
                4407            246
                4634            248


        End of Topo data

     Start of N-Values

          Channel N-Value  .06200

          Station       N-Value             Comment

          1000          100.00000
          2817          .17000              Centerline
          3593          .16000
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION
[ XSECT 1.3

        XSect 1131
        Comment Card Cross Section B
        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 1008.5
                Relate to Invert
                X Factor 1.47

                Station         Rod     Comment

                [990             4.6
                [1000            4.3     Channelbank [TOB
                1004            6.8             Channelbank
                1008            7.0     [T/E
                1010            7.1
                1012            7.0             Channelbank [T/E
                [1017            4.5     Channelbank [TOB
                [1027            4.6


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            248
                1128            246
                1215            242
                1241            240
                1323            238
                [1535            236
                [1844            236
                2110            236
                2346                               Centerline
                2851            236
                2888            238
                2920            240
                3010            250

        End of Topo data

     Start of N-Values

          Channel N-Value  .06200

          Station       N-Value             Comment

          1000          100.00000
          1725          .17000              Centerline
          2295          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ XSECT 1.4

        XSect 1805
        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 1008.5
                Relate to Invert
                X Factor 1.78

                Station         Rod     Comment

                [990             4.6
                [1000            4.3     Channelbank [TOB
                1004            6.8             [Channelbank
                1008            7.0     [T/E
                1010            7.1
                1012            7.0             Channelbank [T/E
                [1017            4.5     Channelbank [TOB
                [1027            4.6


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            248
                1054            248
                1110            246
                1172            244
                1211            242
                1229            240
                1633                               Centerline
                1645            238             Channelbank
                2018            240
                2079            242
                2104            244
                2135            246
                2186            248
                2223            250
                2253            252
                2290            254
                2325            256
                2368            258


        End of Topo data

     Start of N-Values

          Channel N-Value  .06200

          Station       N-Value             Comment

          1000          100.00000
          1725          .17000              Centerline
          2295          .16000
         End            100.00000

     End of N-Values


        END OF CROSS SECTION


[ SR 1103

START OF STRUCTURE [

        XSect 2439
        Comment Card SR 1103
        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 37
       Structure N-value 0.02

       Start of Special Bridge
       End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
               [Data Centerline 1013

                Station         Elevation       Comment

                925             243.83
                950             243.63
                975             242.93
                1000            241.53          Channelbank Left A B E F
                1006            239.93          [C/L of 1st culvert
                1012            241.13
                1018            240.83          [C/L of 2nd culvert
                1026            243.43          Channelbank Right A B E F
                1050            243.73
                1075            244.53
                1100            245.33

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            252
                1263            250
                [1366            242
                1540                               Centerline
                [1678            242
                1711            244
                1790            250
                1831            252
                1878            256
                1920            258
                1948            260

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013

                Station         Elevation       Comment

                222             248
                572             246
                799             244
                925             244.53
                950             244.83
                975             245.33
                1000            245.63
                1026            245.93
                1050            246.23
                1075            246.53
                1100            246.63
                1149            246
                1267            248
                1323            250
                1397            252
                1452            254
                1507            256
                1539            258


        End of Top of Structure Data

        START OF CULVERT DATA

                Data Centerline 1013

                Circular Culvert
                Diameter 3.5
                Centerline 1006
                Invert 239.93

                Elliptical Culvert
                Height 4
                Width 6
                Centerline 1018
                Invert 240.83


        END OF CULVERT DATA

     Start of N-Values

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1067          .17000
          1213          .14000              Centerline
          1388          .16000
         End            100.00000

     End of N-Values


END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 1.7

        XSect 3389
        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 D/S
                [Data Centerline
                Relate to Invert

                Station         Rod     Comment

                990             4.3
                1000            4.8     Channelbank [TOP OF BANK
                1010            5.2     [T/E
                1018            5.5
                1028            5.2     [T/E
                1030            4.5     Channelbank [TOB
                1033            3.9     [TOE OF SLOPE
                1043            3.0
                1053            2.25    [ON SLOPE

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            264
                1072            262
                1231            260
                1243            258
                1250            258
                1298            258
                1340            256
                1374            254
                1419            252
                1466            250
                1517            248
                1547            246
                1752            244
                1764                               Centerline
                1780            244
                1801            246
                1811            248
                1820            250
                1854            260
                1878            262
                1898            264


        End of Topo data

     Start of N-Values

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1258          .14000              Centerline
          1364          .14500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 2.0

        XSect 4301
        Comment Card Cross Section E
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data
                [BS TO 248' CONTOUR, 8' RT OF CL) [surveyed as 251 should be 248
                [BS +4.70


                HI 252.7
                Looking D/S [ survey said U/S but map indicates D/S
                [Data Centerline
                [Relate to Invert

                Station         Rod     Comment

                990             4.3
                1000            4.8     Channelbank [TOP OF BANK
                1010            5.2     [T/E
                1018            5.5
                1028            5.2     [T/E
                1030            4.5     Channelbank [TOB
                1033            3.9     [TOE OF SLOPE
                1043            3.0
                1053            2.25    [ON SLOPE

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            262
                1019            260
                1152            250
                1183            248
                1268            248
                1450                               Centerline
                1467            250
                1530            260
                1550            262

        End of Topo data

     Start of N-Values

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1286          .14000              Centerline
          1338          .14500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 2.5

        XSect 5243
        Comment Card Cross Section F
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [from Xsect 2.0

                Looking D/S
                [Data Centerline 1015
                Relate to Invert

                Station         Rod     Comment

                990             4.3
                1000            4.8     Channelbank [TOP OF BANK
                1010            5.2     [T/E
                1018            5.5
                1028            5.2     [T/E
                1030            4.5     Channelbank [TOB
                1033            3.9     [TOE OF SLOPE
                1043            3.0
                1053            2.25    [ON SLOPE

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            266
                1050            264
                1123            262
                1214            260
                1286            250
                1394            250
                1577                               Centerline
                1605            252
                1674            260
                1729            266

        End of Topo data

     Start of N-Values

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1319          .14000              Centerline
          1404          .14500
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 3.0

        XSect 6226
        Comment Card Cross Section G
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data

                [BS TO 256' CONTOUR, 40' RT OF CL)
                [BS +3.87


                HI 259.87
                Looking D/S
                [Data Centerline
                [Relate to Invert

                Station         Rod     Comment

                980             4.3
                990             4.3
                1000            3.2     Channelbank [TOB
                1004            6.4     [T/E
                1006.5          6.5
                1008.5          6.4     [T/E
                1011            6.0
                1015            4.3     Channelbank [TOB
                1025            4.9
                1035            5.0     [ON SEWER EASEMENT



        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            272
                1134            270
                1217            268
                1328            260
                1364            256
                [1440            254
                1447                               Centerline
                [1450            254
                1515            256
                1526            258
                1532            260
                1568            270


        End of Topo data



     Start of N-Values

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1121          .14000              Centerline
          1150          .14500
          1242          .16000
         End            100.00000

     End of N-Values

        END OF CROSS SECTION

        START OF CROSS SECTION

[ XSECT 3.5

        XSect 7180
        Comment Card Cross Section H
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data

                Looking D/S
                Data Centerline 1007.5
                Relate to Invert

                Station         Rod     Comment

                [980             4.3
                [990             4.3
                [1000            3.2     Channelbank [TOB
                1004            6.4     [T/E
                1006.5          6.5
                1008.5          6.4     [T/E
                1011            6.0
                1015            4.3     Channelbank [TOB
                [1025            4.9
                [1035            5.0     [ON SEWER EASEMENT

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            280
                1078            276
                1150            274
                1241            272
                1269            270
                1330            266
                1344            264
                1373            262
                1399            260             Channelbank
                1432                               Centerline
                1634            260
                1667            264
                1697            266
                1734            268
                1760            270
                1860            280

        End of Topo data

     Start of N-Values

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1136          .15000              Centerline
          1352          .16000
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 4.0

        XSect 8145
        Comment Card Cross Section I
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data
                [BS TO 262' CONTOUR, 32' RT OF CL)
                [BS +4.27

                HI 266.27
                Looking U/S
                [Data Centerline
                [Relate to Invert

                Station         Rod     Comment

                990             4.8
                1000            5.1     Channelbank [TOB
                1002            6.0
                1004            7.9
                1005            8.0     [T/E
                1005.5          8.1
                1006            8.0     [T/E
                1007            7.2
                1010            4.6     Channelbank [TOB
                1020            5.0


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            280
                1048            276
                1153            270
                1178            266
                1196            264
                1258            262
                1281                               Centerline
                1296            262
                1317            264
                1348            270
                1410            278
                1430            280


        End of Topo data

     Start of N-Values

          Channel N-Value  .06000

          Station       N-Value             Comment

          1000          100.00000
          1192          .15000              Centerline
          1256          .16000
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 4.5

        XSect 9101
        Comment Card Cross Section J
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data

                Looking U/S
                Data Centerline 1005
                Relate to Invert

                Station         Rod     Comment

                990             4.8
                1000            5.1     Channelbank [TOB
                1002            6.0
                1004            7.9
                1005            8.0     [T/E
                1005.5          8.1
                1006            8.0     [T/E
                1007            7.2
                [1010            4.6     Channelbank [TOB
                1020            5.0             Channelbank


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            290
                1091            280
                1104            278
                1120            276
                1135            274
                1139            272
                1167                               Centerline
                1254            272
                1321            280
                1389            288
                1413            290

        End of Topo data

     Start of N-Values
     Position Within 5 Feet

          Channel N-Value  .06000

          Station       N-Value             Comment

          1000          100.00000
          1171          .15000              Centerline
          1272          .16000
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

Begin Verbatim
NC0.15  0.16    0.060   0.1     0.3
End Verbatim

[ SR 1100

START OF STRUCTURE

        XSect 10065
        Comment Card SR 1100 Grandale Dr,
        Comment Card Special Culvert Can not be used on Elliptical Culverts
        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 73
       Structure N-value 0.020

       Start of Special Bridge
       End of Special Bridge


        Start of Field Data
        [Relate to Invert

                Looking D/S
               [Data Centerline 1004.5

                Station         Elevation       Comment

                925             283.84
                950             282.84
                975             281.84
                990             281.24
                1000            277.27          Channelbank
                1001            276.64          [T/E
                [1002            276.64         [invert on pipe lip
                1002            276.44         [invert on ground
                1004.5          276.14
                [1007            276.84         [invert on pipe lip
                1007            276.34          [invert on ground
                1008            276.64          [T/E
                1009            277.34          Channelbank
                1025            283.24
                1050            282.74
                1075            283.24
                1100            283.74

        End of Field Data


        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            308
                1044            306
                1086            304
                1108            302
                1127            300
                1140            298
                1161            296
                1177            294
                1200            292
                1249            290
                1287            288
                1318            286
                1345            284
                1384            282
                1397            280
                1415                               Centerline
                1419            280
                1512            284
                1569            286
                1584            288
                1658            290
                1679            292
                1716            294
                1768            296
                1790            298
                1813            300
                1849            302
                1900            304
                1918            306
                1930            308

        End of Topo Data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1004.5

                Station         Elevation       Comment

                629.5           300
                772.5           290
                914.5           282
                925             283.8
                950             283.25
                975             283.24
                1000            283.45
                1009            283.61
                1025            283.84
                1050            284.11
                1075            284.58
                1100            285.31
                [1101.5          282            [topo point, field more reprasentative
                1176.5          286
                1199.5          288
                1237.5          300
                1405.5          298

        End of Top of Structure Data

        START OF CULVERT DATA

                Data Centerline 1004.5

                Elliptical Culvert [1
                Height 3.5
                Width 4.5
                Centerline 1002
                Invert 276.64

                Elliptical Culvert [2
                Height 3.5
                Width 4.5
                Centerline 1007
                Invert 276.84

        END OF CULVERT DATA

[    Start of N-Values
[
[         Channel N-Value  .06000
[
[         Station       N-Value             Comment
[
[         1000          100.00000
[         1111          .15000              Centerline
[         1255          .16000
[        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:   Unt to Northeast Cr.  Eng:TFH  ET:TFH  Comm. No. 2379
T3      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:   Unt to Northeast Cr.  Eng:TFH  ET:TFH  Comm. No. 2379
T3      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:   Unt to Northeast Cr.  Eng:TFH  ET:TFH  Comm. No. 2379
T3      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 Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.             Durham Co NC FIS
T2      Stream Name: UNT to Northeast Creek  ENG:TFH     Comm. No. 2379
T3      Floodway                        Date: %DATE      100-yr Floodway
J1      6.0                                                       %SWSELFL
J215.           -1.0
End Verbatim

                        End of Option Floodway

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

[ =============================================================================
                        Start of Option Historical

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt to Northeast Cr.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           Hist 100-yr
J1      4.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

                        End of Option Historical
[ =============================================================================

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt to Northeast Cr. Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           100-year FW
J1      6.0                                                       %SWSELFL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt to Northeast Cr.  Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt to Northeast 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

