Suppress Warnings
Suppress XSect
Station Separation 0.1

[ ========================= Select Variables ==================================

LET %DATE = 10/01/92     [PRESENT DATE
LET %SLOPE = .0012       [STARTING SLOPE
LET %SWSEL = 252.0       [STARTING WATER SURFACE
LET %SWSELF = 252.66     [For Floodway

[ LET %SWSELF = 254.97     [SWSEL FOR 100-YR FLOODWAY  {old... This is what JHM had

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

[Activate Option Multiple
Activate Option Floodway

[Activate Option Historical
[Activate Option Mapping
[Activate Option 100-Year-Single

[ ========================= Select Output =====================================

[Activate Option Detailed_Output
Activate Option Summary_Output
[Activate Option HSMM_FW_Output

[ ======================== Select Floodway ====================================

[Activate Option Floodway1
Activate Option HSMM_Floodway

[ ======================== Select Adjustments =================================

[Adjust Final Stationing
[Adjust Channel N-Values
[Adjust Overbank N-Values

[ =============================================================================
                        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
        September 1992


        Mud Creek


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


        Engineer : John A. Fisher
        Floodway Engineer : David M. Key

        Design Technician : David Key
        Key Punch Check   :


        **  Additions and revisions made by:


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

     Historical Data


        FIELD INTERVIEWS

            Field interviews were obtained during field investigations.

        1)  Witness: Mrs. Shelton
            Address: 3803 Hulon Drive

            Phone: n/a

            The witness has lived in the area for approximately 10 years.
            She stated that she has seen no flooding along Pickett Road in
            the last 10 years.

            Interviewer: RWF/LRM

            Historical Elevation Reduction:

                There are no past or existing gage stations on  Mud Creek.

                At Pickett Road:

                Q (HEC1)                = 1208(2-year discharge)
                                        = 1911(5-year discharge)
                                        = 2498(10-year discharge)

                Min. Top of Bridge      = 265.40
                Min. Top of Road        = 264.15

                Cross Section           = 7092.5 ("D")

                HEC2 elevation          = 261.25 (2-year WSEL)
                                        = 262.11 (5-year WSEL)
                                        = 262.46 (10-year WSEL)
                                        = 264.95 (25-year WSEL)

            Conclusion:

                Gage data from Eno@Durham (02085070) and Eno@Hillsboro (02085000)
                show that the biggest storm in the Durham area in the last 10
                years was a 5-10 yr event. Our results show that the 2,5,and 10
                year events don't overtop the road, but the 25-yr does. Given the
                witness's testimony and the corroboration of the gage data and HEC2
                WSEL's, all seems reasonable.

        2)  Witness: Lee Barbaur
            Address: 3704 Sandy Ridge, off Hulon Drive

            Phone: n/a

            The witness has lived in the area for approximately 21 years.
            He stated that he has seen no flooding along Pickett Road in
            the last 21 years.

            Interviewer: RWF/LRM

            Historical Elevation Reduction:

                There are no past or existing gage stations on  Mud Creek.

                At Pickett Road:

                Q (HEC1)                = 1208(2-year discharge)
                                        = 1911(5-year discharge)
                                        = 2498(10-year discharge)

                Min. Top of Bridge      = 265.40
                Min. Top of Road        = 264.15

                Cross Section           = 7092.5 ("D")

                HEC2 elevation          = 261.25 (2-year WSEL)
                                        = 262.11 (5-year WSEL)
                                        = 262.46 (10-year WSEL)
                                        = 264.95 (25-year WSEL)

            Conclusion:

                Gage data from Eno@Durham (02085070) and Eno@Hillsboro (02085000)
                show that the biggest storm in the Durham area in the last 21
                years was a 10-25 yr event. We believe that this would pass under
                the low chord of Pickett Road and also remain below the low spot
                in the road. The approximate WSEL for a 10-25 year event would be about
                263.71'. Given the witness's testimony and the corroboration of the
                HEC2 WSEL's and gage data, all seems reasonable.

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

     Reference Point

        Mud Creek model's stream cross sections are referenced in
        feet above the confluence with New Hope Creek.

        The confluence is the D/S limit of detailed study for this FIS.

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

     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

        Mud Creek has been previously studied.  The starting station
        for UNT D at the confluence is 1.



        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



              SS =        (252-246)/(5588-397) = 0.00116
                          (250-246)/(3800-397)= 0.00118 <-- use
          **  SS =
             ==============

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

        Backwater Determination

        Backwater is calculated by interpolating the water surface elevation
        of Third Fork Creek at the confluence with UNT D to Third Fork Creek,
        between adjacent cross sections on Third Fork Creek.

        Station   Description  10-yr WSEL   50-yr WSEL  100-yr WSEL  500-yr WSEL
        -------   -----------  ----------   ----------  -----------  -----------
        12804     X-sect A       252.57       253.62      254.10       255.39
        13189     Confluence  (interpolate)     --          --           --
        13245     Roxboro "A"    253.70       254.78      255.26       256.54

        10 -yr WSEL of TFC @ Confl. = 253.56
        50 -yr WSEL of TFC @ Confl. = 254.63
        100-yr WSEL of TFC @ Confl. = 255.11
        500-yr WSEL of TFC @ Confl. = 256.39

        X5 cards were added to the HEC file with the 100- and 500-year
        elevations so that the mapping and profile programs would create
        the proper tick marks and lines.

        Calculated by JAF 8/21/92
        Checked by

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

             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: MUD CREEK         Eng:JAF  ET:TFH       Comm. No. 2379
T3      MUD CREEK 100-YR               Date: %DATE           100-year
J1      4.0                     %SLOPE                            %SWSEL
J2-1.           -1.0                            0.2
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: MUD CREEK         ENG:TFH  ET:JAF       Comm. No. 2379
T3      MUD CREEK    10-YR             Date: %DATE           10-year event
J1      2.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

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

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

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: MUD CREEK         ENG:TFH  ET:JAF       Comm. No. 2379
T3      MUD   100-yr Natural           Date: %DATE           100-year Floodway
J1      4.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

Start of Option HSMM_FW_Output
Begin Verbatim
J338.   1.      52.     4.      13.     14.     15.     53.     27.     21.
J322.   28.     54.
J3110.  200.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option HSMM_FW_Output

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

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

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  MUD CREEK        ENG:JAF  ET:DMK       Comm. No. 2379
T3      MUD CREEK 2-YR                 Date: %DATE           Hist, 2-yr
J1      7.0                     %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-D TO TFC     Eng:JAF  ET:JHM       Comm. No. 2379
T3      UNT-D TO TFC 100-Year          Date: %DATE           100-year
J1      4.0                                                       %SWSEL
J21.            -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim

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



Start of Invert Data

        Station         Elevation       Comment

        1               238.7           [MUDCREEKCONFNEWHOPE [from our NHC study
        398            239.1  [241.4 [236.6          [246
        799             236.6 [246.32          [D/S INVERT
        [854                            [MUDCREEKHWY15-501
        909             237.93 [246.45          [U/S INVERT
        1010            246.42
      [  1642           [237.93         [248
        1793            246.19          [MUDCREEKX-SECT0.4 [INTERPOLATED
        2659            245.94          [MUDCREEKX-SECT0.7 [INTERPOLATED
        3106            245.81          [MUDCREEKX-SECT1.0
        [3800                           [250
        [4028                           [MUDCREEKX-SECT1.3
        4973.5          248.14          [d/s invert
        [5006                           [Cottonwood Drive (old X-sect 1.7
        5038.5          248.36          [u/s invert
        [5588                           [252
        5920            250.12          [MUDCREEKX-SECT2.0
        [6653                           [254
        [6859                            [X-SECT 2.3
        7067.5          253.68          [d/s invert
        [7080                           [MUDCREEKSR1303
        7092.5          253.77          [u/s invert
        [7502                           [256
        [8054                           [MUDCREEKX-SECT2.7
        [8373                           [260
        [8631                           [262
        9005            260.84          [MUDCREEKX-SECT3.0
        [9569                           [MUDCREEKX-SECT3.3
        [10034                          [264
        [10518                          [MUDCREEKX-SECT3.6
        [10988                          [266
        [11025                          [MUDCREEKX-SECT3.8
        11692           264.95          [MUDCREEKX-SECT4.0
        [12602                          [MUDCREEKX-SECT4.2
        [12952                          [268
        [13561                          [MUDCREEKX-SECT4.4
        [13714                          [270
        [14557                          [272
        14674.5         270.91          [d/s invert
        [14688                          [MUDCREEKSR1308
        14701.5         271.00          [u/s invert
        [15203                          [274
        [15518                          [276
        [15581                          [MUDCREEKX-SECT4.6
        [16334                          [278
        16685.5         276.27          [d/s invert
        [16698                          [MUDCREEKSR1306
        16710.5         276.36          [u/s invert
        [16930                          [280
        [17632                          [MUDCREEKX-SECT4.8
        [17717                          [282
        [18166                          [284
        18524           283.70          [MUDCREEKX-SECT5.0
        [18733                          [286
        [19236                          [MUDCREEKX-SECT5.5
        19851           287.56          [MUDCREEKX-SECT6.0
        19880           290
        20009           292
        20050           291.51          [d/s invert
        [20056                          [MUDCREEKSMALLBRIDGE
        20062           291.75          [u/s invert
        20080           294
        20170           296
        20290           298
        [20382                          [300
        [20498                          [MUDCREEKX-SECT6.4
        20695           304
        [20817                          [306
        [20943                          [308
        21083           310
        [21122                          [312
        [21134                          [MUDCREEKX-SECT6.7
        [21172                          [314
        21284           316
        [21410                          [318
        [21562                          [320
        [21618                          [322
        [21695                          [324
        21770           326
        [21911          328
        [21956                          [MUDCREEKX-SECT6.8
        [22091           330
        [22567                          [332
        22650           330.85          [MUDCREEKX-SECT7.0
        23066           334
        [23428           336
        23440           337.02          [d/s invert
        [23471                          [MUDCREEKHWY751
        23502           337.27          [u/s invert
        [23826                          [338
        [24093                          [340
        24099           341.30          [d/s invert
        [24129                          [MUDCREEKCONSTITUTION
        24159           341.40          [u/s invert
        [24617                          [344
        [25034                          [346
        25302           345.27          [d/s invert
        [25308                          [MUDCREEKCULVERT
        25314           345.32          [u/s invert
        [25338                          [MUDCREEKX-SECT8.0
        [25687                          [348
        [26108                          [350
        26421           350.01          [d/s invert
        [26451                          [MUDCREEKAMERICANDR
        26481           350.01          [u/s invert
        26510           350.13          [extrapolated
        [26671                          [354
        [26708                          [356

End of Invert Data

Start of Discharge Data

        Checked : DMK  (10-07-92)

        [                                                        2-year    5-year    25-year
        [XSect       10-yr   50-yr   100-yr   500-yr   100-yr     Hist.     Hist.     Hist.

        1            2389    3585    4210     6115     4210      1162      1828      3045
        7080         2498    3746    4398     6384     4398      1208      1911      3183
        7580         2254    3392    3987     5803     3987      1081      1720      2878
        14688        2327    3503    4118     5995     4118      1115      1776      2973
        16698        1832    2786    3287     4826     3287      855       1386      2355
        23471        1151    1720    2016     2915     2016      561       883       1464

End of Discharge Data

[ ========================  HSMM  Floodway  =======================

Start of Option HSMM_Floodway
Start of Encroachment Data

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

398     0  0  0  0  0  9.11   0  0   4840   5650        [ NC 15\501
798     0  0  0  0  0  9.11   0  0   4986.4 5813        [  "B"
[799     0  0  0  0  0  9.11   0  0   4986.4 5790        [  "C"
909     0  0  0  0  0  9.11   0  0   4986.4 5790        [  "D"
[910     0  0  0  0  0  9.11   0  0   4986.4 5847        [  "E"
1793    0  0  0  0  0  9.11   0  0   4820   6250        [  0.4
2659    0  0  0  0  0  9.11   0  0   4970   5450        [  0.7
3106    0  0  0  0  0  9.11   0  0   4900   5430        [  1.0
4028    0  0  0  0  0  9.11   0  0   4900   5350        [  1.3
4580.5  0  0  0  0  0  9.11   0  0   4880   5090        [  Cottonwood "A"
4972.5  0  0  0  0  0  9.11   0  0   4951.2 5049.2      [             "B"
5137.5  0  0  0  0  0  9.11   0  0   4900   5100        [             "F"
5920    0  0  0  0  0  9.11   0  0   4725   5060        [  2.0
6859    0  0  0  0  0  9.11   0  0   4765   5020        [  2.3
7006.5  0  0  0  0  0  9.11   0  0   4765   5020        [ Pickett  "B"
7092.5  0  0  0  0  0  9.11   0  0   4750   5050        [          "D"
7131.5  0  0  0  0  0  9.11   0  0   4750   5050        [          "F"
8054    0  0  0  0  0  9.11   0  0   4900   5300        [  2.7
9005    0  0  0  0  0  9.11   0  0   4920   5210        [  3.0
9569    0  0  0  0  0  9.11   0  0   4950   5290        [  3.3
10518   0  0  0  0  0  9.11   0  0   4950   5150        [  3.6
11025   0  0  0  0  0  9.11   0  0   4870   5125        [  3.8
11692   0  0  0  0  0  9.11   0  0   4930   5170        [  4.0
12602   0  0  0  0  0  9.11   0  0   4780   5040        [  4.2
13561   0  0  0  0  0  9.11   0  0   4840   5200        [  4.4
14541   0  0  0  0  0  9.11   0  0   4920   5130        [  Cornwallis "A"
14673   0  0  0  0  0  9.11   0  0   4920   5130        [  Cornwallis "B"
14701   0  0  0  0  0  9.11   0  0   4920   5130        [  Cornwallis "D"
14735   0  0  0  0  0  9.11   0  0   4900   5150        [  Cornwallis "F"
15581   0  0  0  0  0  10.41  0  0   0      0           [  4.6
16761   0  0  0  0  0  9.11   0  0   4850   5100        [  Erwin Rd.  "F"
17632   0  0  0  0  0  9.11   0  0   4770   5030        [  4.8
18524   0  0  0  0  0  9.11   0  0   4950   5190        [  5.0
19236   0  0  0  0  0  9.11   0  0   4955   5170        [  5.5
19851   0  0  0  0  0  9.11   0  0   4940   5060        [  6.0
20049   0  0  0  0  0  9.11   0  0   4950   5050        [  Small Bridge  "B"
20062   0  0  0  0  0  9.11   0  0   4960   5040        [  Small Bridge  "D"
20098   0  0  0  0  0  9.11   0  0   4960   5040        [  Small Bridge  "F"
20498   0  0  0  0  0  10.41  0  0   0      0           [  6.4
21134   0  0  0  0  0  9.11   0  0   4930   5015        [  6.7
21956   0  0  0  0  0  9.11   0  0   4980   5020        [  6.8
22650   0  0  0  0  0  9.11   0  0   4950   5100        [  7.0

                [23381   0  0  0  0  0  10.41  0  0   0      0           [  NC 751  "A"

23381   0  0  0  0  0  9.11   0  0   4970   5105        [  NC 751  "A"
23439   0  0  0  0  0  9.11   0  0   4970   5080        [  NC 751  "B"
23502   0  0  0  0  0  9.11   0  0   4970   5080        [  NC 751  "D"
23517   0  0  0  0  0  9.11   0  0   4970   5080        [  NC 751  "F"

[23778   0  0  0  0  0  10.41  0  0   0      0           [  Constiutution Dr.  "A"

23778   0  0  0  0  0  9.11   0  0   4845   5190        [  Constiutution Dr.  "A"
24098   0  0  0  0  0  9.11   0  0   4990   5290        [         "B"
24159   0  0  0  0  0  9.11   0  0   4995.8 5290        [         "D"
24240   0  0  0  0  0  9.11   0  0   4835   5290        [         "F"

25237   0  0  0  0  0  9.11   0  0   4779   5141        [  Apt Bridge  "A"
25301   0  0  0  0  0  9.11   0  0   4875   5125        [  Apt Bridge  "A"
25314   0  0  0  0  0  9.11   0  0   4875   5125        [  Apt Bridge  "A"
25331   0  0  0  0  0  9.11   0  0   4875   5125        [  Apt Bridge  "A"

26320   0  0  0  0  0  9.11   0  0   4930   5080        [  American Drive "A"
26420   0  0  0  0  0  9.11   0  0   4940   5060        [  American Drive "B"
26481   0  0  0  0  0  9.11   0  0   4945   5055        [  American Drive "D"
26507   0  0  0  0  0  9.11   0  0   4945   5055        [  American Drive "F"

End of Encroachment Data
End of Option HSMM_Floodway

[MUDCREEKHWY15-501
Start of Structure
        Xsect 854
        Comment Card US 15-501
        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 110 [scaled off
        Structure N-value 0.02 [0.015;raised due to addition of NHC bridge
[        Levee Left Elevation B C D E 260.41
[        Levee Right Elevation B C D E 240.0
        Levee Left Elevation B D 260.41
        Levee Right Elevation B D 240.0


        Start of Special Bridge
           Weir Flow Coefficient 3.0
        End of Special Bridge

     Start of Option Special_Culvert
        Start of Special Culvert

          Number of Culverts 3
          Culvert N-Value 0.015
          Entrance Loss Coefficient 0.40
          Weir Flow Coefficient 3.0
          Rise 9
          Span 9
          Length 110
          FHWA Chart 8
          FHWA Scale 1
         [Channel Invert Upstream
         [Channel Invert Downtream

        End of Special Culvert
     End of Option Special_Culvert

         Contraction Length 100.0               [This Added by DMK (9-16-92)

        Start of Field Data

             Looking D/S
             Data Centerline 1013.5
             [TBM MC-1 = 256.07; BS = 7.98 ;HI = 264.05
             [Relate to Invert

        Station         Elevation       Comment

        [975            252.59          [CHANNELBANK LEFT A B E [F [n/r, on fill
        1000            246.45          channelbank left a b d [T/E ;BGN STR
        1002.25         245.81
        1003.75         246.45
        [1005.25        247.05          [on debris
        [1009.75        247.45          [C/L PIER 1 ;on debris
        1012.25         246.45
        1019.25         245.45          [C/L PIER 2
        1025            246.45
        1029            246.45          channelbank right a b d [f [T/E ;END STR
        1052            247.15
        1574.5          248.03          [from NHC
        1599.5          248.33          [ ..
        1624.5          248.43          [ ..
        1649.5          248.33          [ ..
        1709.5          248.23          [ ..
        1716.5          246.73          [CL PIER 1
        1721.5          246.03          [CHANNELBANK LEFT F
        1724.5          243.63          [T/E
        1724.6          242.23          [ ..
        1737.5          239.73          [ ..
        1744.5          237.93          [ ..
        1751.5          240.03          [ ..
        1762.5          243.53          [CL PIER 2 ASSUMED [T/E
        1765.5          247.33          [CHANNELBANK RIGHT F
        1775.5          247.53          [ ..
        1791.5          248.03          [ ..
        1824.5          247.93          [ ..
        1849.5          247.93          [ ..
        1874.5          247.83          [ ..
        1899.5          248.03          [ from NHC

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation       Comment

          1000           270
          1135           268
          1185           266
          1261           260
          1383           250
          1541           248            [channelbank left a b e f
          1560                          Centerline
          1570           248
          1857           249
          2218           248
          2231           246
          2283           246
          2432           248
          2832           250
          2893           260
          2922           270

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013.5

        Station        Elevation      Comment

        [210.5          270             [not needed
        513.5           264             [scaled off
        670.5           262
        975             260.41
        1000            260.63          [BGN STR
        1029            260.65          [END STR
        1052            260.67
        1347.5          260
        1574.5          259.92          [from NHC
        1599.5          259.75          [..
        1624.5          259.59          [..
        1649.5          259.36          [..
        1674.5          259.30          RAIL [START STR
        1811.5          259.35          RAIL
        1824.5          259.38          [..
        1849.5          259.70          [..
        1874.5          260.00          [..
        1899.5          260.46          [from NHC
        [1917.5         260             [not representative
        1995.5          262
        2050.5          264
        2393.5          278             [scaled off

        End of Top of Structure Data

        Start of Culvert Data

                [Rail Height N/A
                Data Centerline 1013.5

                Box Culvert [#1
                Width 9
                Height 9
                Centerline 1005
                Invert 246.45

                Box Culvert [#2
                Width 9
                Height 9
                Centerline 1014.5
                Invert 246.45

                Box Culvert [#3
                Width 9
                Height 9
                Centerline 1024
                Invert 246.45

        End of Culvert Data

       Start of Bridge Data

                Deck Thickness 3.6
                Rail Height   2.7
                Data Centerline 1013.5

                Abutment Station 1674.5
                Fill Station 1709.5

                Pier 1
                        Centerline 1716.5
                        Width 1.8

                Pier 2
                        Centerline 1762.5
                        Width 1.8

                Fill Station 1791.5
                Abutment Station 1811.5

        End of Bridge Data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1056          .15500              Centerline
        [  1764          .155            [added to reflect NHC channel n-val
        [  1808          .053            [added to reflect NHC channel n-val
          2374          .16000
         End            100.00000

     End of N-Values

End of Structure

Begin Verbatim
NC                      0.1     0.3
End Verbatim

[Cross Section  MUDCREEKX-SECT0.4 (SAME LOCATION AS NHC 3.8)
Start of Cross Section
     Xsect 1793
        Comment Card XSECT 0.4
        Comment Card Cross Section A (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

      START OF FIELD DATA [FROM 1.0
        [(BS TO 250' CONTOUR, 10' LT OF CL)
        [BS +4.71
        [HI 254.71
        RELATE TO INVERT
        [cb@0.4/cb@1.0 = 49/19 = 2.58
        [USE 975 AND 1023.5 AS CB'S
        LOOKING U/S

        STATION         ROD             COMMENT

        975             5.4             CHANNELBANK
        [1000           4.7             [CHANNELBANK [TOB ROB
        1002            8.2             [T/E
        1010            8.9             CENTERLINE [C/L
        1015.5          8.2             [T/E
        [1018.5         4.4             [CHANNELBANK [TOB LOB
        1023.5          5.3             CHANNELBANK
        1047.5          5.4

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           270
          1089           266
          1177           262
          1241           260
          1264           258
          1289           256
          1304           254
          1315           252
          1324           250
          1563                              Centerline
          1998           249
          2632           248
          2655           247
          2676           248
          2706           249
          2732           248
          2772           248
          2797           250
          2861           252
          2886           254
          2902           256
          2926           260
          2947           264
          2972           270

     End of Topo data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1205          .16000
          1344          .15500              Centerline
          2726          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT0.7
Start of Cross Section
     Xsect 2659
        Comment Card XSECT 0.7
        Comment Card Cross Section B (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

      START OF FIELD DATA [FROM 1.0
        [(BS TO 250' CONTOUR, 10' LT OF CL)
        [BS +4.71
        [HI 254.71
        RELATE TO INVERT
        LOOKING U/S

        STATION         ROD             COMMENT

        975             5.4
        1000            4.7             CHANNELBANK [TOB ROB
        1002            8.2             [T/E
        1010            8.9             CENTERLINE [C/L
        1015.5          8.2             [T/E
        [1018.5         4.4             CHANNELBANK [TOB LOB [not representative
        [1023.5         5.3             [not representative
        [1047.5         5.4             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           270
          1228           260
          1260           252
          1289           250            CHANNELBANK
          1304                              Centerline
          1316           250
          1507           250
          1754           250
          1832           256
          1970           256
          2169           255
          2374           256
          2463           258
          2515           260
          2609           264
          2732           268
          2775           270

     End of Topo data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1249          .16000              Centerline
          2093          .17000
          2444          .18000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT1.0
Start of Cross Section
     Xsect 3106
        Comment Card XSECT 1.0
        Comment Card Cross Section C (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

      START OF FIELD DATA
        [(BS TO 250' CONTOUR, 10' LT OF CL)
        [BS +4.71
        HI 254.71
        LOOKING U/S

        STATION         ROD             COMMENT

        [975            5.4             [not representative
        1000            4.7             CHANNELBANK [TOB ROB
        1002            8.2             [T/E
        1010            8.9             CENTERLINE [C/L
        1015.5          8.2             [T/E
        1018.5          4.4             CHANNELBANK [TOB LOB
        [1023.5         5.3             [not representative
        [1047.5         5.4             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation       Comment

          1000           270
          1039           266
          1054           264
          1061           262
          1089           260
          1135           254
          1257           252
          [1293          250            [not representative
          1302                          Centerline
          1312           250
          2009           252
          2040           258
          2258           260
          2335           262
          2383           264
          2469           270

     End of Topo data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1289          .16000              Centerline
          2327          .17000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT1.3
Start of Cross Section
     Xsect 4028
        Comment Card XSECT 1.3
        Comment Card Cross Section D (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

      START OF FIELD DATA [FROM 1.0
        [(BS TO 250' CONTOUR, 10' LT OF CL)
        [BS +4.71
        [HI 254.71
        RELATE TO INVERT
        [cb@1.3/cb@1.0 = 15/18.5 = 0.81
        X Factor 0.81
        LOOKING U/S

        STATION         ROD             COMMENT

        975             5.4
        1000            4.7             [CHANNELBANK [TOB ROB
        1002            8.2             [T/E
        1010            8.9             CENTERLINE [C/L
        1015.5          8.2             [T/E
        1018.5          4.4             [CHANNELBANK [TOB LOB
        1023.5          5.3
        1047.5          5.4

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation       Comment

          1000           270
          1046           266
          1077           264
          1107           260
          1133           258
          1166           256
          1191           254
          1469           252            channelbank
          1476                          Centerline
          1484           252            channelbank
          2029           254
          2164           260
          2238           270

     End of Topo data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1372          .16000              Centerline
          2063          .17000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT1.7 COINCIDES WITH RECENTLY BUILT COTTONWOOD DR.
Start of Structure

        Xsect 5006
        Comment Card COTTONWOOD DRIVE
        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 65
        Structure N-value 0.020

        [Start of Special Bridge
        [   Weir Flow Coefficient 3.0
        [End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1048.5
             [TBM MC-3 - R/R SPIKE IN LIGHT PLOE ON
             [D/S LOB OF CULVERTS ON COTTONWOOD DR.
             [HI = 262.78 + 6.88 = 269.66
             Relate to Invert

        Station         ROD             Comment

        [900            14.9            [not representative
        925             14.3
        950             16.2
        975             16.3
        1000            16.3            CHANNELBANK LEFT A B E F [START STR
        1001            19.4            [T/E
        1007            20.3            [CL #1
        [1013           19.3            [PIER 1[not representative
        1025            20.7            [CL #2
        [1036           19.9            [PIER 2[not representative
        1047            21.2            [CL #3
        [1059           19.8            [PIER 3[not representative
        1070            21.3            [CL #4
        [1080           18.3            [PIER 4[not representative
        1089            20.6            [CL #5
        1096            19.4            [T/E
        1098            17.2            CHANNELBANK RIGHT A B E F [END STR
        1125            14.0
        [1150           14.8            [not representative
        1165            13.9
        [1170           10.7            [not representative
        [1175           10.4            [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           270
          1042           268
          1098           266
          1152           264
          1335           262
          1468           260
          1518           258
          1659           256
          1771           254
          1776           252
          1781                              Centerline
          1788           252
          1795           254
          1915           256
          1927           258
          1933           260
          1969           270

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1048.5
          HI 269.66

        Station         ROD             Comment

        419.5           5.66            [EXTRAPOLATED
        900             8.30
        925             8.15
        950             7.95
        975             7.68
        1000            7.42            RAIL [START STR
        1025            6.94
        1050            6.30
        1075            5.67
        1098            4.82            RAIL [END STR
        1125            3.91
        1150            2.93
        1175            1.67
        1236.5         -0.34            [EXTRAPOLATED

        End of Top of Structure Data

        Start of Culvert Data

                Rail Height 0.8  [CODEH2 BUG; 4.0
                Data Centerline 1048.5

                Elliptical Culvert [#1

                Width 14.5
                Height 10.5
                Centerline 1007
                Invert 249.36

                Elliptical Culvert [#2

                Width 18
                Height 12
                Centerline 1025
                Invert 248.96

                Elliptical Culvert [#3

                Width 18
                Height 12
                Centerline 1047
                Invert 248.46

                Elliptical Culvert [#4

                Width 18
                Height 12
                Centerline 1070
                Invert 248.36

                Elliptical Culvert [#5

                Width 18
                Height 12
                Centerline 1089
                Invert 249.06

        End of Culvert Data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value         Comment

          1000          100.00000
          1704          .16000          Centerline
          1930          .15000
         End            100.00000

     End of N-Values

End of Structure

[Cross Section  MUDCREEKX-SECT2.0
Start of Cross Section
     Xsect 5920
        Comment Card XSECT 2.0
        Comment Card Cross Section E (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

      START OF FIELD DATA
        [(BS TO 254' CONTOUR, 5' RT OF CL)
        [ERROR IN ORIGIANL BS, USE 256'
        [HI = 256 + 5.22 = 261.22
        HI 261.22
        LOOKING U/S

        STATION         ROD             COMMENT

        975             5.9
        1000            5.2             CHANNELBANK [TOB ROB
        1005            10.4            [T/E
        1006.5          11.1            [C/L
        1008.5          10.4            [T/E
        1018.5          5.3             CHANNELBANK [TOB LOB
        [1043.5         5.7             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           270
          1042           266
          1098           264
          1217           262
          1298           260
          1318           258
          1614           256
          1624           255            [INTERPOLATED
          1634           256
          1660           257            [INTERPOLATED
          1686           256
          1694                              Centerline
          1703           254
          1712           256
          1812           258
          1833           260
          1905           270

     End of Topo data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1448          .17000
          1685          .16000              Centerline
          2077          .15000
         End            100.00000

     End of N-Values

End of Cross Section

Adjust Channel N-Values 0.85
Adjust Overbank N-Values 0.85

[Cross Section  MUDCREEKX-SECT2.3
Start of Cross Section
     Xsect 6859
        Comment Card XSECT 2.3  (A of Pickett Road)
        Comment Card Cross Section F (HSMM Draft)

        [BLEND DATA BASED ON FIELD DATA
        Blend Data Based on Topo Data

        Final Centerline 5000.

      START OF FIELD DATA

        LOOKING U/S
        Relate to Invert
        Data Centerline 1006.5

        STATION         ROD             COMMENT

        975             5.9
        1000            5.2             CHANNELBANK [TOB ROB
        1005            10.4            [T/E
        1006.5          11.1            [C/L
        1008.5          10.4            [T/E
 [       1018.5          5.3             CHANNELBANK [TOB LOB
        [1043.5         5.7             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           272
          1007           270
          1027           268
          1044           266
          1066           264
          1176           262
          1229           260
          1613           258            Channelbank
          1618           256
          1629                          Centerline
          1635           256
          1638           258
          1641           260
          1649           262
          1658           264
          1669           266
          1882           266
          1888           270
          1899           272
          1909           274
          1919           276
          1927           278
          1936           280

     End of Topo data

     Start of N-Values

          Channel N-Value  .06100

          Station       N-Value             Comment

          1000          100.00000
          1115          .16500
          1360          .15000              Centerline
          1957          .17000
         End            100.00000

     End of N-Values

End of Cross Section


[Cross Section  B of Pickett Road

Start of Cross Section

     Xsect 7066.5
        Comment Card Cross Section B of Pickett Road

        [BLEND DATA BASED ON FIELD DATA
        Blend Data Based on Topo Data

        Final Centerline 5000.

      START OF FIELD DATA               [From 2.0

        LOOKING U/S
        Relate to Invert
        Data Centerline 1006.5

        STATION         ROD             COMMENT

        975             5.9
        1000            5.2             CHANNELBANK [TOB ROB
        1005            10.4            [T/E
        1006.5          11.1            [C/L
        1008.5          10.4            [T/E
 [       1018.5          5.3             CHANNELBANK [TOB LOB
        [1043.5         5.7             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           272
          1007           270
          1027           268
          1044           266
          1066           264
          1176           262
          1229           260
          1613           258            Channelbank
          1618           256
          1629                          Centerline
          1635           256
          1638           258
          1641           260
          1649           262
          1658           264
          1669           266
          1882           266
          1888           270
          1899           272
          1909           274
          1919           276
          1927           278
          1936           280

     End of Topo data

     Start of N-Values

          Channel N-Value  .06100

          Station       N-Value             Comment

          1000          100.00000
          1115          .16500
          1360          .15000              Centerline
          1957          .17000
         End            100.00000

     End of N-Values

End of Cross Section


[Cross Section  MUDCREEKSR1303
Start of Structure

        Xsect 7080
        Comment Card PICKETT ROAD (SR 1303)
        Final Centerline 5000.
        [Print Xsect  A B C D E F        [Normal Bridge
        Print Xsect D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 25
        Structure N-value 0.055
        Levee Left Elevation B 262.8
        Levee Right Elevation B 264.0
        Contraction Length 38

        Start of Special Bridge
        End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1026.5
             [TBM MC-2 - RR SPIKE IN TOP OF RETANING WALL POLE ON D/S LOB
             [HI = 265.16 + 4.21 = 269.37
             Relate to Invert

        Station         ROD             Comment

        925             10.3
        950             10.8
        975             10.1
        1000            10.9
        1011            12.6            CHANNELBANK LEFT E F
        1015            14.1
        1017            14.7            [T/E
        1020            15.1
        1025            15.6            [INV AT PIER
        1030            15.3
        1036            14.8            [T/E
        1042            13.7
        1046            11.0            CHANNELBANK RIGHT E F
        1050            10.5
        1075            9.8
        1100            9.2
        1125            7.7

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           270
          1080           268
          1118           266
          1143           264
          1181           262
          1206           260
          1489           258
          1497           256
          1508                              Centerline
          1513           256
          1521           258
          1599           260
          1737           262
          1764           266
          1787           268
          1822           270

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1026.5

        Station         Elevation       Comment

        [239.5          270             [not needed
        [403.5          270             [not needed
        [427.5          268             [not needed
        [477.5          266             [not needed
        589.5           264
        925             264.69
        950             264.89
        975             265.17
        1000            265.40          RAIL [START STR
        1050            265.61          RAIL [END STR
        1075            265.65
        [1084.5         264             [ not representative
        1100            265.96
        1125            266.33
        1203.5          268
        1257.5          270
        1441.5          280

        End of Top of Structure Data

        Start of Bridge Data

                Deck Thickness 1.8
                Rail Height 2.4
                Data Centerline 1026.5

                Abutment Station 1000
                [Fill Station

                Pier 1
                        Centerline 1025
                        Width 1.0

                [Fill Station
                Abutment Station 1050

        End of Bridge Data

     Start of N-Values
          Channel N-Value  .061
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1553          .17000              Centerline
          1674          .15000
          1947          .16500
         End            100.00000

     End of N-Values

End of Structure

Adjust Channel N-Values 1.0
Adjust Overbank N-Values 1.0

[Cross Section  MUDCREEKX-SECT2.7
Start of Cross Section
     Xsect 8054
        Comment Card XSECT 2.7
        Comment Card Cross Section G (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 3.0
        [(BS TO 262 CONTOUR, 10' RT OF CL)
        [HI 267.04
        RELATE TO INVERT
        LOOKING U/S

        STATION         ROD             COMMENT

        984             5.1
        994             5               CHANNELBANK [TOB ROB
        1000            6.8
        1000.2          7.8             [T/E
        1002.7          8.2             CENTERLINE [C/L
        1005.7          7.8             [T/E
        1007.2          7.1             [CHANNELBANK [TOB LOB
        1011.2          5               channelbank
        1021.2          5.1
        [1031           4.9             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           280
          1176           270
          1298           262
          1332           260
          1404                              Centerline
          1647           260
          1702           262
          1748           264
          1765           266
          1791           268
          1811           270
          1827           272
          1869           274
          1903           276
          1929           278
          1967           280

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1301          .17000              Centerline
          1793          .16500
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT3.0
Start of Cross Section
     Xsect 9005
        Comment Card XSECT 3.0
        Comment Card Cross Section H (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

        START OF FIELD DATA
        [(BS TO 262 CONTOUR, 10' RT OF CL)
        [error in bs, use 264'
        [hi = 262 + 5.04' = 267.04'
        HI 269.04
        LOOKING U/S

        STATION         ROD             COMMENT

        984             5.1
        994             5               CHANNELBANK [TOB ROB
        1000            6.8
        1000.2          7.8             [T/E
        1002.7          8.2             CENTERLINE [C/L
        1005.7          7.8             [T/E
        1007.2          7.1             [CHANNELBANK [TOB LOB
        1011.2          5               channelbank
        1021.2          5.1
        1031            4.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           280
          1057           270
          1072           268
          1118           266
          1301           264
          1318                              Centerline
          1337           264
          1378           264.5          [INTERPOLATED
          1419           264
          1444           262
          1451           261.5          [INTERPOLATED
          1458           262
          1485.5         262.5          [INTERPOLATED
          1513           262
          1543.5         261.5          [INTERPOLATED
          1574           262
          1597           264
          1617           266
          1661           268
          1811           270
          1886           272
          1937           274
          2017           280

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1299          .16000              Centerline
          1612          .16500
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT3.3
Start of Cross Section
     Xsect 9569
        Comment Card XSECT 3.3
        Comment Card Cross Section I (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 3.0
        [(BS TO 262 CONTOUR, 10' RT OF CL)
        [HI 267.04
        RELATE TO INVERT
        LOOKING U/S

        STATION         ROD             COMMENT

        984             5.1
        994             5               CHANNELBANK [TOB ROB
        1000            6.8
        1000.2          7.8             [T/E
        1002.7          8.2             CENTERLINE [C/L
        1005.7          7.8             [T/E
        1007.2          7.1             [CHANNELBANK [TOB LOB
        1011.2          5               channelbank
        1021.2          5.1
        1031            4.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           280
          1066           270
          1094           268
          1124           266
          [1183          264            [not representative
          1195                          Centerline
          [1202          264            [not representative
          1272.5         265            [INTERPOLATED
          1343           264
          1450.5         263            [INTERPOLATED
          1558           264
          1609           266
          1649           268
          1703           270
          1775           272
          1831           274
          1891           276
          1966           278
          2033           280

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1214          .16000              Centerline
          1500          .16500
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT3.6
Start of Cross Section
     Xsect 10518
        Comment Card XSECT 3.6
        Comment Card Cross Section J (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 4.0
        [(BS TO 268 CONTOUR 15' LT OF CL)
        [HI 273.75
        RELATE TO INVERT

        STATION         ROD             COMMENT

        970             4.5
        990             6.2
        1000            5.9             CHANNELBANK [TOB LOB
        1001            6.7             [T/E
        1009            8.8             CENTERLINE [C/L
        1019            6.7             [T/E
        1020            5.8             CHANNELBANK [TOB ROB
        1030            5.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           280
          1067           270
          1089           268
          1146           266
          1164                          Centerline
          1184           266
          1276           265            [INTERPOLATED
          1368           266
          1386           270
          1393           274
          1474.5         275            [INTERPOLATED
          1556           274
          1598           272
          1633           270
          1764.5         269            [INTERPOLATED
          1896           270
          1929           272
          1959           274
          1987           276
          2007           278
          2019           280

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1259          .16000              Centerline
          1540          .16500
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT3.8
Start of Cross Section
     Xsect 11025
        Comment Card XSECT 3.8
        Comment Card Cross Section K (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 4.0
        [(BS TO 268 CONTOUR 15' LT OF CL)
        [HI 273.75
        RELATE TO INVERT

        STATION         ROD             COMMENT

        970             5.5             [4.5; ADJUSTED TO CONFORM TO PROFILE
        [990            6.2             [not representative
        1000            5.9             CHANNELBANK [TOB LOB
        1001            6.7             [T/E
        1009            8.8             CENTERLINE [C/L
        1019            6.7             [T/E
        1020            5.8             CHANNELBANK [TOB ROB
        1030            5.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           284
          1008           282
          1019           280
          1050           270
          1059           268
          1198                              Centerline
          1310           268
          1343           270
          1358           272
          1372           274
          1445           276
          1521           278
          1590           280
          1657           284

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1237          .16000              Centerline
          1606          .16500
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT4.0
Start of Cross Section
     Xsect 11692
        Comment Card XSECT 4.0
        Comment Card Cross Section L (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

        START OF FIELD DATA
        [(BS TO 268 CONTOUR 15' LT OF CL)
        HI 273.75

        STATION         ROD             COMMENT

        970             4.5
        990             6.2
        1000            5.9             CHANNELBANK [TOB LOB
        1001            6.7             [T/E
        1009            8.8             CENTERLINE [C/L
        1019            6.7             [T/E
        1020            5.8             CHANNELBANK [TOB ROB
        1030            5.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           284
          1024           282
          1043           280
          1116           270
          1164           268
          1180                              Centerline
          1203           268
          1234           268
          1314           268
          1331           270
          1386           280
          1435           282
          1481           284
          1524           286

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1246          .16000              Centerline
          1507          .16500
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT4.2
Start of Cross Section
     Xsect 12602
        Comment Card XSECT 4.2
        Comment Card Cross Section M (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 4.0
        [(BS TO 268 CONTOUR 15' LT OF CL)
        [HI 273.75
        RELATE TO INVERT

        STATION         ROD             COMMENT

        [970            4.5
        990             6.2             CHANNELBANK
        [1000           5.9             [CHANNELBANK [TOB LOB
        1001            6.7             [T/E
        1009            8.8             CENTERLINE [C/L
        1019            6.7             [T/E
        1020            5.8             CHANNELBANK [TOB ROB
        1030            5.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           280
          1077           270
          [1410          268            [not representative
          1417                          Centerline
          [1427          268            [not representative
          1442           270
          1458           272
          1472           274
          1500           276
          1531           278
          1564           280
          1608           282
          1672           284

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1393          .16000              Centerline
          1451          .16500
          1649          .17000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT4.4
Start of Cross Section
     Xsect 13561
        Comment Card XSECT 4.4
        Comment Card Cross Section N (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 4.0
        [(BS TO 268 CONTOUR 15' LT OF CL)
        [HI 273.75
        RELATE TO INVERT

        STATION         ROD             COMMENT

        970             4.5
        990             6.2
        1000            5.9             CHANNELBANK [TOB LOB
        1001            6.7             [T/E
        1009            8.8             CENTERLINE [C/L
        1019            6.7             [T/E
        1020            5.8             CHANNELBANK [TOB ROB
        1030            5.9

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           290
          1119           280
          1144           278
          1200           274
          1315           272
          1321           270
          1328                              Centerline
          1333           270
          1342           272
          1478           274
          1515           276
          1557           278
          1572           280
          1634           282
          1669           284
          1745           290

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1316          .16000              Centerline
          1625          .17000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKSR1308
Start of Structure
        Xsect 14688
        Comment Card CORNWALLIS ROAD (SR 1308)
        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 27
        Structure N-value 0.050
        Levee Left Elevation B 279.8
        Levee Right Elevation B 279.8

        Start of Special Bridge
        End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1021
             [TBM MC-4 - R/R SPIKE IN TOP OF PILE ON
             [D/S SIDE OF BRIDGE ON CORNWALLIS RD. OVER
             [HI = 281.94 + 5.26 = 287.20
             Relate to Invert

        Station         ROD             Comment

        925             10.0
        950             10.7
        975             10.7
        [1000           8.81            [not representative; on fill
        1011            11.2            CHANNELBANK LEFT A B E F
        1012            13.1
        1014            14.6            [T/E
        1018            15.6            [PIER 1
        1023            16.2
        1028            14.6            [T/E
        1029            13.4
        1035            13.8            [PIER 2
        1044            11.4            CHANNELBANK RIGHT A B E F [INTERPOLATED
        [1053           9.0             [END STR [not representative; on fill
        1075            10.7
        1100            10.8
        1125            10.7

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           290
          1028           288
          1100           286
          1144           284
          1166           282
          1208           280
          1241           278
          1398           276
          1407           274
          1415                              Centerline
          1421           274
          1604           276
          1706           278
          1734           280
          1804           286
          1845           290

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1021

        Station         Elevation       Comment

        590             294
        684             290
        713             288
        765             286
        875             284
        925             282.80
        950             282.58
        975             282.42
        1000            282.29          RAIL [START STR
        1053            282.25          RAIL
        1075            282.33
        1100            282.34
        1125            282.30
        1294            284
        1384            286
        1444            288
        1511            290
        1586            294

        End of Top of Structure Data

        Start of Bridge Data

                Deck Thickness 1.65
                Rail Height 2.7
                Data Centerline 1021

                Abutment Station 1000
                Fill Station 1011

                Pier 1
                        Centerline 1018
                        Width 1.0

                Pier 2
                        Centerline 1035
                        Width 1.0

                Fill Station 1035.7
                Abutment Station 1053

        End of Bridge Data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1372          .14500              Centerline
          1453          .15000
          1698          .17000
         End            100.00000

     End of N-Values

End of Structure

[Cross Section  MUDCREEKX-SECT4.6
Start of Cross Section
     Xsect 15581
        Comment Card XSECT 4.6
        Comment Card Cross Section O (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        Start of Field Data [FROM CORNWALLIS ROAD

             Looking D/S
             Data Centerline 1021
             [TBM MC-4 - R/R SPIKE IN TOP OF PILE ON
             [D/S SIDE OF BRIDGE ON CORNWALLIS RD. OVER
             [HI = 281.94 + 5.26 = 287.20
             Relate to Invert

        Station         ROD             Comment

        [925            10.0            [not representative
        [950            10.7            [not representative
        [975            10.7            [not representative
        [1000           8.81            [not representative
        [1011           11.2            [not representative
        1012            13.1            CHANNELBANK
        1014            14.6            [T/E
        1018            15.6            [PIER 1
        1023            16.2
        1028            14.6            [T/E
        [1029           13.4            [CHANNELBANK
        1035            13.8            channelbank [PIER 2
        [1053           9.0             [END STR [not representative
        [1075           10.7            [not representative
        [1100           10.8            [not representative
        [1125           10.7            [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           290
          1064           280
          1245           278
          1415                              Centerline
          1487           278                [FIX THE TAKEOFF , WAS 2783
          1609           280
          1663           282
          1705           284
          1801           290

     End of Topo data

     Start of N-Values
          Channel N-Value  .054
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1403          .14500              Centerline
          1755          .15000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKSR1306
Start of Structure
        Xsect 16698
        Comment Card ERWIN ROAD (SR 1306)
        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 0.047
        Levee Left Elevation B 285.3
        Levee Right Elevation B 285.3

        Start of Special Bridge
        End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1024
             [TBM MC-5 - RR SPIKE IN RETAINING WALL POLE ON U/S ROB
             [HI = 286.80 + 4.96 = 291.76
             Relate to Invert

        Station         ROD             Comment

        925             10.2
        950             10.8
        975             11.7
        1000            10.9            CHANNELBANK LEFT A B E F
        1005            12.0            [T/E
        1010            14.3
        1015            14.8
        1020            14.8
        1025            14.6            [INV PIER
        1030            15.4
        1035            14.5
        1040            12.4
        1043            12.0            [T/E
        1050            10.7            CHANNELBANK RIGHT A B E F
        1075            11.1
        1100            10.4
        1125            10.4

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           300
          1103           298
          1207           296
          1288           294
          1369           292
          1458           290
          1494           288
          1546           284
          1637           282
          1830           280
          1859                              Centerline
          1880           280
          1894           282
          2051           284
          2162           286
          2228           288
          2248           290
          2358           300

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1024

        Station         Elevation       Comment

        165             300             [141; adjusted to blend topo
        206             298
        297             298
        366             294
        440             292
        532             290
        629             288
        925             287.17
        950             287.18
        975             287.17
        1000            287.08          RAIL [START STR
        1050            287.16          RAIL [END STR
        1075            287.30
        1100            287.42
        1125            287.44
        1352            288
        1408            290
        1465            292
        1507            294
        [1556           296             [not needed
        [1589           298             [not needed

        End of Top of Structure Data

        Start of Bridge Data

                Deck Thickness 1.9
                Rail Height 2.3
                Data Centerline 1024

                Abutment Station 1000
                [Fill Station

                Pier 1
                        Centerline 1025
                        Width 1.0

                [Fill Station
                Abutment Station 1050

        End of Bridge Data

     Start of N-Values
          Channel N-Value  .052
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1475          .14500              Centerline
          1774          .15000
          1825          .16000
         End            100.00000

     End of N-Values

End of Structure

[Cross Section  MUDCREEKX-SECT4.8
Start of Cross Section
     Xsect 17632
        Comment Card XSECT 4.8
        Comment Card Cross Section P (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 5.0
        [(BS TO 286 CONTOUR, 10' LT OF CL)
        [HI = 286 + 5.2 = 291.2
        [HI 291.2
        RELATE TO INVERT

        STATION         ROD             COMMENT

        [990            5.2             [not representative
        1000            5.6             CHANNELBANK [TOB LOB
        1003.5          7               [T/E
        1005.5          7.5             [C/L
        1007.5          7               [T/E
        1014.5          6.5
        1022.5          6.4
        1024.5          5.6             CHANNELBANK [TOB ROB
        [1034.5         4.7             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           300
          1275           290
          1307           288
          1363           286
          1404           284
          1694           282
          1736                              Centerline
          1759           282
          1781           284
          1799           286
          1831           288
          1846           290
          1888           300

     End of Topo data

     Start of N-Values
          Channel N-Value  .052
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1563          .14500              Centerline
          1667          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT5.0
Start of Cross Section
     Xsect 18524
        Comment Card XSECT 5.0
        Comment Card Cross Section Q (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

        START OF FIELD DATA
        [(BS TO 286 CONTOUR, 10' LT OF CL)
        [HI = 286 + 5.2 = 291.2
        HI 291.2

        STATION         ROD             COMMENT

        990             5.2
        1000            5.6             CHANNELBANK [TOB LOB
        1003.5          7               [T/E
        1005.5          7.5             [C/L
        1007.5          7               [T/E
        1014.5          6.5
        1022.5          6.4
        1024.5          5.6             CHANNELBANK [TOB ROB
        1034.5          4.7

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           300
          1092           298
          1180           296
          1205           290
          1223           286
          1274                              Centerline
          1294           286
          1369.5         287            [INTERPOLATED
          1445           286
          1453           285            [INTERPOLATED
          1461           286
          1489           288
          1561           290
          1617           300

     End of Topo data

     Start of N-Values
          Channel N-Value  .052
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1230          .14500              Centerline
          1606          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT5.5
Start of Cross Section
     Xsect 19236
        Comment Card XSECT 5.5
        Comment Card Cross Section R (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [from 6.0
        [(BS TO 290' CONTOUR, 10' LT OF CL)
        [HI = 290 + 5.96 = 295.96
        [HI 295.96
        RELATE TO INVERT

        STATION         ROD             COMMENT

        [975            3.1             [not representative
        1000            6.1             CHANNELBANK [TOB LOB
        1000.5          7.5             [T/E
        1007.5          8.4             CENTERLINE [C/L
        1016            7.5             [T/E
        1018            7.3
        1019            6.2             CHANNELBANK [TOB ROB
        [1044           1.5             [not representative

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           310
          1016           308
          1037           306
          1057           304
          1076           302
          1090           300
          1108           298
          1129           296
          1160           290
          1232                              Centerline
          1363           290
          1398           291
          1431           290
          1446           289
          1464           290
          1504           292
          1560           296
          1594           300
          1604           302
          1632           304
          1657           306
          1699           308
          1755           310

     End of Topo data

     Start of N-Values
          Channel N-Value .052
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1190          .14500              Centerline
          1572          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT6.0
Start of Cross Section
     Xsect 19851
        Comment Card XSECT 6.0
        Comment Card Cross Section S (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

        START OF FIELD DATA
        [(BS TO 290' CONTOUR, 10' LT OF CL)
        [HI = 290 + 5.96 = 295.96
        HI 295.96

        STATION         ROD             COMMENT

        975             3.1
        1000            6.1             CHANNELBANK [TOB LOB
        1000.5          7.5             [T/E
        1007.5          8.4             CENTERLINE [C/L
        1016            7.5             [T/E
        1018            7.3
        1019            6.2             CHANNELBANK [TOB ROB
        1044            1.5

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           314
          1049           310
          1083           306
          1117           304
          1143           302
          1166           300
          1197           298
          1209           296
          1237           294
          1259           292
          1265           290
          1275                              Centerline
          1285           290
          1299           292
          [1326          294            [not representative
          1383           300
          1421           306
          1473           308
          1521           310
          1558           312
          1608           314

     End of Topo data

     Start of N-Values
          Channel N-Value  .053
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1221          .14500              Centerline
          1504          .16000
         End            100.00000

     End of N-Values

End of Cross Section


[Cross Section  MUDCREEKSMALLBRIDGE
Start of Structure
     Xsect 20056
        Comment Card SMALL BRIDGE
        Final Centerline 5000.
       [ Print Xsect  A B C D E F        [Normal Bridge
        Print Xsect B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 12
[        Structure N-value 0.050
        Structure N-value 0.040
        Levee Left Elevation B C 287.0
        Levee Right Elevation B C 287.0

        Start of Special Bridge
        End of Special Bridge

        Contraction Length 35.0         [DMK added this

        Start of Field Data
        Looking D/S
        DATA CENTERLINE 1013
        [TBM MC-DKTR:R/R SPIKE D/S LOB IN 12" HICKORY
        [HI = 298.75 + 5.5 = 304.25

        HI 304.25

        [RELATE TO INVERT

        STATION         ROD             COMMENT

        975             6.1
        1000            6.3             CHANNELBANK LEFT B E F [TOP LOB
        1006            12              [T/E
        1014            12.5            [C/L
        1020            12              [T/E
        1024            7.1             CHANNELBANK RIGHT B E F [TOP ROB
        1080            5.5

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           310
          1092           302
          1125           300
          1176           296
          1198                              Centerline
          1218           296
          1232           298
          1251           300
          1284           302
          1310           304
          1362           310

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013
          HI 304.25

        Station         ROD             Comment

        847             -1.75           [same as below
        907             0.75            [used to make weirln<=topwidth
        975             4.58            [5.28; same
        1000            4.75            [BGN STR
        1024            4.77            [END STR
        1080            4.58
        1099            0.75            [same as above
        1151            -1.75           [same as above

        End of Top of Structure Data

        Start of Bridge Data

                Deck Thickness 1.7
                [Rail Height N/A
                Data Centerline 1013

                Abutment Station 1000
                [Fill Station

                [Fill Station
                Abutment Station 1024

        End of Bridge Data

     Start of N-Values
          Channel N-Value  .053
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1199          .14500
          1293          .14500              Centerline
          1460          .16000
         End            100.00000

     End of N-Values

END OF STRUCTURE


[Cross Section  MUDCREEKX-SECT6.4
Start of Cross Section
     Xsect 20498
        Comment Card XSECT 6.4
        Comment Card Cross Section T (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 6.0
        [(BS TO 290' CONTOUR, 10' LT OF CL)
        [HI = 290 + 5.96 = 295.96
        [HI 295.96
        RELATE TO INVERT

        STATION         ROD             COMMENT

    [    975             3.1
        1000            6.1             CHANNELBANK [TOB LOB
        1000.5          7.5             [T/E
        1007.5          8.4             CENTERLINE [C/L
        1016            7.5             [T/E
        1018            7.3
        1019            6.2             CHANNELBANK [TOB ROB
     [   1044            1.5

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           322
          1141           310
          1160           308
          1185           306
          1222           304
          1256                              Centerline
          1290           304
          1320           306
          1332           308
          1347           310
          1354           312
          1366           314
          1384           318
          1397           320
          1407           322

     End of Topo data

     Start of N-Values
          Channel N-Value  .053
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1113          .14500              Centerline
          1381          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT6.7
Start of Cross Section
     Xsect 21134
        Comment Card XSECT 6.7
        Comment Card Cross Section U (HSMM Draft)
       [ BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 7.0
        [(BS TO 334 CONTOUR 20' RT OF CL)
        [HI = 334 + 5.95 = 339.95
        [HI 339.95
        LOOKING U/S
        RELATE TO INVERT

        X Factor 0.8            [dmk added this

        STATION         ROD             COMMENT

      [  975             3.1
        1000            6.1             CHANNELBANK [TOB LOB
        1000.5          7.5             [T/E
        1007.5          8.4             CENTERLINE [C/L
        1016            7.5             [T/E
        1018            7.3
        1019            6.2             CHANNELBANK [TOB ROB
     [   1044            1.5

[        980             6.6
[        985             7.1
[        990             6.1
[        1000            6.1             CHANNELBANK [TOB ROB
[        1001.5          8.8             [T/E
[        1007.5          9.1             CENTERLINE [C/L
[        1011.5          8.8             [T/E
[        1012.5          8               [CHANNELBANK [TOB LOB
[        [1025.5         5.4             [not representative
[        1045            5.8
[        1065            4.3

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           336
          1044           330
          1104           320
          1121           316
          1139           315            [INTERPOLATED
          1157           316
          [1167           316.5          [INTERPOLATED
          1177           316
          1196           314            [channelbank this was in
          1214                              Centerline
          1221           314
          1235           318
          1245           320
          1257           330

     End of Topo data

     Start of N-Values
          Channel N-Value  .053
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1192          .14500              Centerline
          1285          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT6.8
Start of Cross Section
     Xsect 21956
        Comment Card XSECT 6.8
        Comment Card Cross Section V (HSMM Draft)
        BLEND DATA BASED ON TOPO DATA
        Final Centerline 5000.

        START OF FIELD DATA [FROM 7.0
                [(BS TO 334 CONTOUR 20' RT OF CL)
                [HI = 334 + 5.95 = 339.95
                [HI 339.95
                LOOKING U/S
                RELATE TO INVERT

        X factor 1.10

        STATION         ROD             COMMENT

      [  975             3.1
        1000            6.1             CHANNELBANK [TOB LOB
        1000.5          7.5             [T/E
        1007.5          8.4             CENTERLINE [C/L
        1016            7.5             [T/E
        1018            7.3
        1019            6.2             CHANNELBANK [TOB ROB
        [1044            1.5

[        980             6.6
[        985             7.1
[        990             6.1
[        1000            6.1             CHANNELBANK [TOB ROB
[        1001.5          8.8             [T/E
[        1007.5          9.1             CENTERLINE [C/L
[        1011.5          8.8             [T/E
[        1012.5          8               [CHANNELBANK [TOB LOB
[        1015            6.5             channelbank [INTERPOLATED
[        1025.5          5.4
[        1045            5.8
[        1065            4.3

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation       Comment

          1000           350
          1021           340
          1043           330            [channelbank
          1055                          Centerline
          1072           330            [channelbank
          1105           340
          1132           350

     End of Topo data

     Start of N-Values
          Channel N-Value  .053
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1083          .14500              Centerline
          1245          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKX-SECT7.0
Start of Cross Section
     Xsect 22650
        Comment Card XSECT 7.0
        Comment Card Cross Section W (HSMM Draft)
        BLEND DATA BASED ON FIELD DATA
        Final Centerline 5000.

        START OF FIELD DATA
        [(BS TO 334 CONTOUR 20' RT OF CL)
        [HI = 334 + 5.95 = 339.95
        HI 339.95
        LOOKING U/S

        STATION         ROD             COMMENT

        [980            6.6             [not representative
        [985            7.1             [not representative
        990             6.1
        1000            6.1             CHANNELBANK [TOB ROB
        1001.5          8.8             [T/E
        1007.5          9.1             CENTERLINE [C/L
        1011.5          8.8             [T/E
        1012.5          8               [CHANNELBANK [TOB LOB
        1025.5          5.4             channelbank
        1045            5.8
        1065            4.3

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           354
          1069           352
          1098           350
          1181           344
          1218           342
          1244           340
          1254           338
          1284           334
          1312                              Centerline
          1342           334
          1463           336
          1481           338
          1500           340
          1540           350
          1556           354

     End of Topo data

     Start of N-Values
          Channel N-Value 0.053
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1131          .15500              Centerline
          1334          .15000
          1463          .16000
         End            100.00000

     End of N-Values

End of Cross Section

[Cross Section  MUDCREEKHWY751
Start of Structure
        Xsect 23471
        Comment Card NC 751
        Comment Card Special Bridge more appropriate than Special Culvert
        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 62
        Structure N-value 0.015
        Levee Left Elevation B 345.5
        Levee Right Elevation B 345.5

        Start of Special Bridge
           Weir Flow Coefficient 3.0
        End of Special Bridge

     Start of Option Special_Culvert
        Start of Special Culvert

          Number of Culverts 2
          Culvert N-Value 0.015
          Entrance Loss Coefficient 0.40
          Weir Flow Coefficient 3.0
          Rise 7
          Span 8
          Length 62
          FHWA Chart 8
          FHWA Scale 1
         [Channel Invert Upstream
         [Channel Invert Downtream

        End of Special Culvert
     End of Option Special_Culvert

        Start of Field Data

             Looking D/S
             Data Centerline 1005
             [TBM MC-6 - CHISELED � ON D/S H/W OF
             [BOX CULVERTS ON NC 751 AT MUD CREEK
             [HI = 346.03 + 5.74 = 351.77
             Relate to Invert

        Station         ROD             Comment

        925             5.8
        950             7.5
        975             9.9
        1000            12.3            CHANNELBANK LEFT A B E F
        1000.1          13.7            [T/E
        1004            14.5            [CL #1
        1008.5          13.7            [PIER 1 & T/E
        1012.5          13.1            [CL #2
        1014            11.7            CHANNELBANK RIGHT A B E F
        1017            12.3            [END STR
        1025            10.0
        1050            10.2
        1075            9.9
        1100            9.6

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           356
          1030           352
          1062           350
          1114           346
          1164           344
          1196           342
          1216           340
          1221           338
          1226                              Centerline
          1231           338
          1233           340
          1250           342
          1356           344
          1494           346
          1577           348
          1632           350
          1740           356

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1005

        Station         Elevation       Comment

        [288            358             [not needed
        [361            356             [not needed
        [452            354             [not needed
        [519            352             [not needed
        [576            350             [not needed
        788             350
        925             349.84
        950             349.53
        975             349.21
        [977            348             [not representative
        1000            348.96          [START STR
        1017            348.75
        1025            348.63
        1050            348.20
        1075            347.78
        1100            347.44
        1378            350
        1478            352.8           [INTERPOLATED
        [1590           356             [not needed

        End of Top of Structure Data

        Start of Culvert Data

                [Rail Height N/A
                Data Centerline 1005

                Box Culvert [#1

                Width 8
                Height 7
                Centerline 1004
                Invert 337.27

                Box Culvert [#2

                Width 8
                Height 7
                Centerline 1012.5
                Invert 337.27

        End of Culvert Data

     Start of N-Values
          Channel N-Value  .059
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1246          .15500              Centerline
          1644          .15000
         End            100.00000

     End of N-Values

End of Structure

[Cross Section  MUDCREEKCONSTITUTION
Start of Structure
        Xsect 24129
        Comment Card CONSTITUTION DRIVE
        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 60
        Structure N-value 0.015
        Levee Left Elevation B 352.94
        Levee Right Elevation B 347.5
        Contraction Length 80

        Start of Special Bridge
           Weir Flow Coefficient 3.0
        End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1004
             [TBM MC-7 - CHISELED SQUARE ON CURB AT U/S H/W
             [HI = 352.05 + 5.35 = 357.40
             Relate to Invert

        Station         ROD             Comment

        [925            4.3             [not representative
        [950            8.0             [not representative
        [975            11.0            [not representative
        994             14.4            CHANNELBANK LEFT A B E F
        996             15.7            [T/E
        1000            15.9
        1004.5          16.0            [INV PIPE
        1009            17.2
        1012            15.7            [T/E
        1025            14.4            CHANNELBANK RIGHT A B E F [adjusted to blend topo;13.6
        [1050           13.2            [not representative
        [1075           12.4            [not representative

        [D/S INV        16.1

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           360
          1078           350
          1105           346
          1119           344
          1138           344
          1165           342
          1212           342
          1283           344
          [1367          342            [not representative
          1390                              Centerline
          [1441          342            [not representative
          1488           344
          1632           346
          1736           348
          1953           350
          2096           352
          2186           356

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1004

        Station         Elevation       Comment

        [588            358             [not representative
        615             357.66          [INTERPOLATED
        746             356
        [809            354             [not representative
        [884            352             [not representative
        [925            354.87          [not representative
        950             354.17
        975             353.45
        1000            352.78          [START STR
        1009            352.53          [END STR
        1025            352.29
        1050            351.59
        1075            350.92
        [1094           350             [ not representative
        1432            350
        1659            352
        [1835           354             [not representative
        [1988           356             [not representative

        End of Top of Structure Data

        Start of Culvert Data

                [Rail Height N/A
                Data Centerline 1004

                Elliptical Culvert [#1

                Width 9
                Height 6.5
                Centerline 1004.5
                Invert 341.40

        End of Culvert Data

     Start of N-Values
          Channel N-Value  .059
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1572          .15500              Centerline
          1865          .15000
          2113          .18000
         End            100.00000

     End of N-Values

End of Structure

[(BRIDGE NEAR RIVER BIRCH APTS.)
Start of Structure
     Xsect 25308
        Comment Card BRIDGE NEAR RIVER BIRCH APTS.
        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 12
        Structure N-value 0.055

        Start of Special Bridge
           Obstruction Width 0.1
        End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1007
             [TBM 319/3 (348.41) + BS (7.21) = HI (355.62)
             Relate to Invert
             LOOKING U/S

        Station         ROD             Comment

        [975            4.4             [not representative
        [1000           4.9             [CHANNELBANK RIGHT A B E F [TOB ROB[not representative
        1004            9.9             [T/E
        1007            10.3            [C/L
        1011            9.9             [T/E
        [1016           4               [CHANNELBANK LEFT A B E F [TOB LOB[not representative
        [1032           4.4             [not representative
        [1063           3.7             [not representative

     END OF FIELD DATA

     Start of Topo data  [ FROM MUDCREEKX-SECT8.0

          Station       Elevation           Coment

          1000           364
          1044           360
          1110           354
          1179           350
          1404           348            channelbank left a b e f
          1414                              Centerline
          1427           348            channelbank right a b e f
          1484           350
          1556           352
          1591           354
          1722           360
          1862           364

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1007
          HI 355.62
          LOOKING U/S

        Station         ROD             Comment

        865             3.62            [added to blend topo
        [975            3.1             [not representative
        1000            3.63            [BGN STR
        1016            3.54            [END STR
        [1032           4.8             [not representative
        1063            3.8

        End of Top of Structure Data

        Start of Bridge Data

                Deck Thickness 1.3
                [Rail Height N/A
                Data Centerline 1007

                Abutment Station 1000
                [Fill Station

                [Fill Station
                Abutment Station 1016

        End of Bridge Data

     Start of N-Values
          Channel N-Value  .059
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1199          .17000
          1225          .15500              Centerline
          1433          .18000
         End            100.00000

     End of N-Values

End of Structure

[Cross Section  MUDCREEKAMERICANDR
Start of Structure
        Xsect 26451
        Comment Card AMERICAN DRIVE
        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 60
        Structure N-value 0.015
        Contraction Length 25

        Start of Special Bridge
           Weir Flow Coefficient 3.0
        End of Special Bridge

        Start of Field Data

             Looking D/S
             Data Centerline 1003.5
             [TBM MC-8 - PK NAIL IN BASE OF POWER POLE
             [ON S. SIDE OF AMERICAN DR. W OF MUD CREEK CULVERT.
             [HI = 359.30 + 3.51 = 362.81
             Relate to Invert

        Station         Rod             Comment

        [925            4.4             [not representative
        [950            6.2             [not representative
        975             9.0
        999             11.68           CHANNELBANK LEFT A B E F
        1000            11.9            [T/E
        1000.2          12.8            [INV
        1004.5          12.8            [CL PIPE
        1004.7          13.1            [INV
        1007            11.9            [T/E
        1009            10.8            CHANNELBANK RIGHT A B E F [END STR
        1025            8.3
        1050            8.3
        [1075           4.8             [not representative

        [INV            12.8                    D/S OF STRUCTURE
      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Coment

          1000           374
          1034           372
          1067           370
          1150           368
          1196           366
          1233           364
          1311           362
          1336           360
          1390           358
          1454           356
          1508           354
          1521                              Centerline
          1533           354
          1615           356
          1649           358
          1670           360
          1752           362
          1768           364
          1795           366
          1845           368
          1877           370
          1906           372
          1918           374

     End of Topo data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1003.5

        Station         Elevation       Comment

        [346.5          364             [not needed
        [383.5          364             [not needed
        [466.5          362             [not needed
        653.5           360
        742.5           359
        [884.5          358             [not representative
        925             358.20
        950             358.08
        975             358.01
        1000            357.93          [START STR
        1009            357.95          [END STR
        1025            358.07
        1050            358.22
        1075            358.42
        [1120.5         358             [not representative
        1234.5          360
        1304.5          362
        1337.5          364
        1375.5          366

        End of Top of Structure Data

        Start of Culvert Data

                [Rail Height N/A
                Data Centerline 1003.5

                Elliptical Culvert [#1

                Width 9
                Height 6
                Centerline 1004.5
                Invert 350.01

        End of Culvert Data

     Start of N-Values
          Channel N-Value  .059
          Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1167          .17000              Centerline
          1413          .13000
         End            100.00000

     End of N-Values

End of Structure

Begin Verbatim
EJ
End Verbatim

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

[ ======== Begin Profile
Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: MUD CREEK         ENG:JAF  ET:DMK       Comm. No. 2379
T3      MUD   HSMM Floodway            Date: %DATE           HSMM Floodway
J1      6.0                                                       %SWSELF
J215.           -1.0
End Verbatim

                        End of Option Floodway

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  MUD CREEK        Eng:JAF  ET:DMK       Comm. No. 2379
T3      MUD   50-YR                    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:  MUD CREEK        Eng:JAF  ET:DMK       Comm. No. 2379
T3      MUD   100-YR                   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:  MUD CREEK        Eng:JAF  ET:DMK       Comm. No. 2379
T3      MUD   500-YR                   Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  MUD CREEK        Eng:JAF  ET:DMK       Comm. No. 2379
T3      MUD 5-YR                       Date: %DATE           Hist 5-YR
J1      8.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  MUD CREEK        Eng:JAF  ET:DMK       Comm. No. 2379
T3      MUD 10-YR                      Date: %DATE           Hist 10-YR
J1      2.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  MUD CREEK        Eng:JAF  ET:DMK       Comm. No. 2379
T3      MUD   50-YR                    Date: %DATE           50-year event
J1      3.0                     %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-D TO TFC      Eng:JAF  ET:JHM       Comm. No. 2379
T3      UNT-D TO TFC FLOODWAY          Date: %DATE           HSMM FLOODWAY
J1      6.0                                                       %SWSELF
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT-D TO TFC      Eng:JAF  ET:JHM       Comm. No. 2379
T3      UNT-D 500 YEAR                 Date: %DATE           500-year event
J1      5.0                                                       %SWSEL
J23.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT-D TO TFC      Eng:JAF  ET:JHM       Comm. No. 2379
T3      UNT-D 2 YEAR                   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

