Suppress Warnings
Suppress XSect
Station Separation 0.1


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

LET %DATE = 10/07/92            [PRESENT DATE
[Let %SLOPE = .01745            [Starting Slope (Method 1)   (See Calcs Below)
Let %SLOPE = .0106              [Starting Slope (Method 2)   (See Calcs Below)
[Let %SLOPE = .01843            [Starting Slope (Method 3)   (See Calcs Below)

Let %SWSEL = 294.0              [See Calcs Below

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


[Activate Option 100-Year-Single

[Activate Option Multiple

Activate Option Floodway

[Activate Option Historical

[Activate Option Mapping

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

[Activate Option Detailed_Output

Activate Option Summary_150

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

[Adjust Final Stationing

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

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

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


        CROOKED CREEK

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

        Project Manager : Scott K. Edelman

        Engineer : David Key

        Design Technician : Thomas F Hale
        Key Punch Check   : ______ _ ____


        **  Additions and revisions made by:


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

     Historical Data


        FIELD INTERVIEWS

            field interviews were obtained during field investigations.

        1)  Witness:  Phillip Brogden
            Address: 5104 Brenda Ct.
            Date : 6-11-92
            Phone: (919) 477-0731

            The witness has lived in the area for 25 years.
            He stated that the driveway bridge has been overtopped 3 times in the last
            3 years. The bridge was overtopped by approximately 8" (0.67') each time.  The 3 events occurred in the last 3
            years, but those were the only times he could remember high water.  The recurrence interval was
            estimated at the two year event.

            Interviewer: LRM/RWF

            Historical Elevation Reduction:

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


                At Private Drive #1:

                Q = 2524 cfs                     -  2-year discharge

                Min. Top of Road                 = 349.5   (from survey)
                Depth over road                  =   0.67' (8 inches)
                Target Water Surface Elevation   = 350.17

                Cross Section                      7380    (Downstream face)

                HEC2 elevation                   = 350.45



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

     1          7380         350.17          349.5    2524            350.45
                             ------                                   ------


     The historical water surface elevation seems reasonable at Xsect 7380 the witness
     was only approximating that 8 inches was over the roadway.  HEC-2 runs differ target
     WSEL by 0.28' this difference is reasonable given the witnesses recollection.



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

     Reference Point

        Crooked Creek model's stream cross sections are referenced in
        feet above the confluence with Eno River.


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

     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

        Crooked Creek has been previously studied.  The starting station
        for Crooked Creek is at  the confluencd with The Eno River.



        Starting WSEL is an estimated value based on the furthest D/S
        invert and the exsisting Flood Insurance data available.
        The Starting Water Surface Elevation for Crooked Creek is 294.0. This is
        Greater than the existind 500yr WSEL at Xsect 1.0.



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


 * Starting slope is estimated using two methods.

      * Method 1:

        Starting slope is an estimated value based two downstream
        cross section invert.


                                Surveyed
                Sta.            Invert

                230             280.7

                1055            295.1
               ******          *******
                                               14.4
        Delta   825             14.4          ------ = 0.01745
                                               825


      * Method 2:

        Starting slope is an estimated value based on the existing FEMA FIS for
        Durham County.  The slope of the 100 year water surface profile was calculated
        upstream of this models cross section 1.0


                                100-yr
                Sta.            WSEL

                0               291.1

                1500            307 6
               ******          *******
                                               15.9
        Delta   1500             15.9         ------ = 0.0106
                                               1500

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


     Hydrology

      HEC-1  --

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

      CC-5      1.19    406     686     927     1211    1447    1721    2574
      CC-4      2.22    674     1154    1570    2062    2473    2950    4443
      CC-3      3.81    984     1687    2297    3031    3658    4387    6690
      CC-2      4.40    1085    1855    2524    3324    4006    4801    7310
      CC-1      4.77    1127    1926    2636    3478    4184    5003    7578


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

             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:  Crooked Creek    Eng:DMK  ET:JAF       Comm. No. 2379
T3      CC      100-Year               Date: %DATE           100-year
J1      4.0                     %SLOPE                           %SWSEL
End Verbatim
Start of option Detailed_Output
Begin Verbatim
J2-1.           -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of option Detailed_Output
Start of option Summary_150
Begin Verbatim
J2-1.           -1.0
J3150.
J5-10.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of option Summary_150

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Crooked Creek   ENG:DMK  ET:JAF       Comm. No. 2379
T3      Crooked Cr. Multiple Run       Date: %DATE           10-year event
J1      2.0                     %SLOPE                            %SWSEL
End Verbatim
Start of Option Detailed_Output
Begin Verbatim
J21.            -1.0
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option Detailed_Output
Start of Option Summary_150
Begin Verbatim
J21.            -1.0
J5-10.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option Summary_150


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

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

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

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

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

                        End of Option Floodway

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


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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   CROOKED CREEK   ENG:JHM  ET:TFH       Comm. No. 2379
T3      2-yr                           Date: %DATE           Hist.  2-yr
J1-10.  7.0                     %SLOPE                            %SWSEL
End Verbatim

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

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


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

Start of Invert Data

        Station         Elevation       Comment

        1               271.3           [Invert @ confluence of Eno River
                                        [from existing FIS for City of Durham
                                        [Crooked Creek Profile.
        152             278
        [244             280            [Represents top of water, not stream invert.
        [255                            CROOKEDCREEKX-SECT1.0
        [402             282
        [419             280.7          [Footbridge near confluence
        421.25          280.7           [U/S side
        603             284
        690             286
        762             288
        937             290
        1002            292
        1020            294
        [1055            295.1          [Dirt Road #1 to Amphetheater
        1065            295.1           [U/S side of Dirt Road #1
        [1145            296            [Represents top of water, not stream invert.
        [1227                           CROOKEDCREEKX-SECT1.5
        [1469            298                  [Represents top of water, not stream invert.
        1888           295.07           [ XSECT 2
        [2070            300            [Represents top of water, not stream invert.
        [2872                           [CROOKEDCREEKX-SECT2.3
        [3486            302            [Represents top of water, not stream invert.
        4058            304
        [4127.25         305.92          [ D/S SIDE
        [4144           305.92          [LATTA RD. SR 1448
        4160.75         305.92          [ U/S SIDE
        [4315            306
        [4370            308
        [4437            310            [These points represent top of water, not stream invert.
        [4579            312
        [4809            314
        [4975            316
        [5149                           [CROOKEDCREEKX-SECT2.7
        [5189            318
        [5414            320
        [5555            322            [These points represent top of water, stream invert.
        [5695            324
        [5853            326
        5965            326.63          [ XSECT 3
        [6105            330
        [6338            332
        [6435            334            [These points represent top of water, stream invert.
        [6618            336
        [6679            338
        [6898                           [CROOKEDCREEKX-SECT3.3
        [7002            340
        [7129            342            [These points represent top of water, stream invert.
        [7363            344
        7380            342.61          [D/S SIDE
        [7388            342.61         [PRIVATE DRIVE #1
        7396            342.61          [U/S SIDE
        [7626                           [XSECT 3.4
        [7778            348
        [7825            347.29          [D/S SIDE
        [7853           347.29          [DIRT RD. #2
        7881            347.29          [ U/S SIDE
        [8051                           [Xsect 3.5
        [8210            350
        [8420            352            [These points represent top of water, stream invert.
        [8559            354
        [8656                           [CROOKEDCREEKX-SECT3.7
        [8690            356
        [8899            358            [These points represent top of water, stream invert.
        9191            360
        9362            362
        9447            360.12          [ XSECT 4
        9644            364
        9819            366
        9927            368
        10084           370
        10169           372
        [10364          374             [Represents top of water, not stream invert.
        [10403                          [CROOKEDCREEKX-SECT4.3
        [10683          376             [Represents top of water, not stream invert.
        10849           378
        10907           380
        [11049           382
        [11261                          [CROOKEDCREEKX-SECT4.6
        [11319           384
        [11433           386            [These points represent top of water, stream invert.
        [11593           388
        [11853           390
        12160           388.12          [ XSECT 5
        12359           392
        12487           394
        12611           396
        12676           398
        [12710                          [DAM Xsect B
        12810           402             [d/s invert
        [12844                          [DAM
        12878           402.43          [u/s invert
        13520           406.59          [XSECT 6 ON LAKE
        [14285           412
        14426           410.98          [ D/S SR 1003 SURVEYED POINT @ D/S END OF CULVERT 1
        [14446                          [SR 1003
        14466           411.20          [ U/S SR 1003
        14850           414
        15195           416
        15255           415.89          [D/S SIDE
        [15261          416.00          [PRIVATE DRIVE #2
        15267           416.00          [U/S SIDE
        15335           418
        15474           420
        15750.7         421.38          [D/S SIDE
        [15756          421.46          [PRIVATE DRIVE #3
        15761.3         421.46          [U/S SIDE
        15781           422
        16070           424
        16243           426
        16502           428
        16742           430
        16751           430.02          [d/s side
        [16781          430.13          [BRAMBLE RD.
        16811           430.13          [ u/s side
        [16928           432
        [17090           434
        [17185                          [Xsect 6.6 (original location of sm. bridge)
        17527           436
        [17680           438
        [17810                          [CROOKEDCREEKX-SECT6.7
        [18210          440
        18730           439.3           [d/s invert
        [18740          439.5           [ABANDONED RD.
        18750           439.5           [u/s invert
        18822           442
        19249.5         443.04          [D/S
        [19281          443.04          [TERRY DR.
        19312.5         443.04          [U/S
        19485           444

End of Invert Data



Start of Discharge Data          [*** DISCHARGES FROM HEC-2
        [Inserted By: JAF
        [Checked By:  DMK

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

        1            2636    4184    5003      7578     5003    1127      1926      3478
        4144         2524    4006    4801      7310     4801    1085      1855      3324
        7853         2297    3658    4387      6690     4387    984       1687      3031
        14446        1570    2473    2950      4443     2950    674       1154      2062
        17781        927     1447    1721      2574     1721    406       686       1211

End of Discharge Data

Start of Encroachment Data

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

255   0   0   0   0   0    9.11  0  0    4900   5030
311.75 0  0   0   0   0    9.11  0  0    4915   5025
415.75 0  0   0   0   0    9.11  0  0    4925   5025
421.25 0  0   0   0   0    9.11  0  0    4930   5025
448.25 0  0   0   0   0    9.11  0  0    4925   5014
1004   0  0   0   0   0    9.11  0  0    4926   5026
1044   0  0   0   0   0    9.11  0  0    4926   5026
1065   0  0   0   0   0    9.11  0  0    4926   5026
1227   0  0   0   0   0    8.41  0  0
[1227   0  0   0   0   0    9.11  0  0    4942   5062
1888   0  0   0   0   0    10.41
2872   0  0   0   0   0    9.11 0   0    4915   5440
3831.4 0  0   0   0   0    9.11 0   0    4935   5025
4126.2 0  0   0   0   0   12.41
4235.4 0  0   0   0   0    9.11 0   0    4935   5025
5149   0  0   0   0   0    9.11 0   0    4964   5054
5965   0  0   0   0   0    9.11 0   0    4969   5084
6898   0  0   0   0   0    9.11 0   0    4940   5040
7298   0  0   0   0   0   10.41                         [
7379   0  0   0   0   0    9.11 0   0    4900   5050    [  Private
7380   0  0   0   0   0    9.11 0   0    4900   5050    [  Drive #1
7396   0  0   0   0   0    9.11 0   0    4902   5051    [
7397   0  0   0   0   0    9.11 0   0    4900   5050    [
7417   0  0   0   0   0    10.41                        [
7626   0  0   0   0   0    9.11 0   0    4955   5045    [Xsect 3.4
7824   0  0   0   0   0    9.11 0   0    4946   5056    [Dirt Road #2
7881   0  0   0   0   0    9.11 0   0    4940   5060    [  "
8051   0  0   0    0  0    4.41 0   0                   [Xsect 3.5 (F
8656   0  0   0   0   0    9.11 0   0    4942   5042    [Xsect 3.7
9447   0  0   0   0   0    9.11 0   0    4925   5015    [Xsect 4.0
10403  0  0   0   0   0    6.41                         [Xsect 4.3
11261  0  0   0   0   0   11.41 0   0                   [Xsect 4.6
12160  0  0   0   0   0    9.11  0  0     4966   5026   [Xsect 5.0
[11261  0  0   0   0   0    9.11 0   0    4945   5035    [Xsect 4.6
[12160  0  0   0   0   0    9.11  0  0    4964   5034    [Xsect 5.0
12710  0  0   0   0   0    8.41                         [Dam B
12878  0  0   0   0   0    9.11  0   0    4645   5295   [Dam
13520  0  0   0   0   0    9.11  0   0    4927   5102   [Xsect 6.0
14341  0  0   0   0   0    9.11  0   0    4900   5060   [Guess Rd
14425  0  0   0   0   0    9.11  0   0    4900   5060   [Guess Rd
14466  0  0   0   0   0    9.11  0   0    4900   5060   [Guess Rd
14488  0  0   0   0   0    9.11  0   0    4900   5060   [Guess Rd
15153  0  0   0   0   0    9.11  0   0    4930   5020   [Private Dr #2
15254  0  0   0   0   0    9.41                         [  "
15267  0  0   0   0   0    6.41
15749  0  0   0   0   0    9.11  0   0    4932   5040   [Private Dr. #3
15750  0  0   0   0   0    9.11  0   0    4932   5040   [  "
15761  0  0   0   0   0    9.11  0   0    4930   5030   [  "
15762  0  0   0   0   0    10.41
16606  0  0   0   0   0    9.11  0   0    4930   5030   [ Bramble
16750  0  0   0   0   0    9.11  0   0    4930   5030   [ Bramble
16811  0  0   0   0   0    9.11  0   0    4930   5030   [ Bramble
[16848  0  0   0   0   0    9.11  0   0    4905   5055   [ Bramble
16848  0  0   0   0   0    9.11  0   0    4875   5025   [ Bramble Shifted to miss house
17185  0  0   0   0   0    8.41                         [Xsect 6.6
18730  0  0   0   0   0    9.11  0   0    4959   5137   [Abandoned Rd
18750  0  0   0   0   0    6.41                         [Abandoned Rd
19184  0  0   0   0   0   10.41                         [Terry Rd
19312  0  0   0   0   0    6.41


End of Encroachment Data


START OF CROSS SECTION
[ XSECT 1.0

        XSect 255
        Comment Card Cross Section 1.0
        Comment Card Cross Section A (HSMM draft)
        Comment Card Crooked Creek Referenced in Feet Above Confluence With The Eno River.

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

        START OF FIELD DATA [From Footbridge survey
        Data Centerline 1013

                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.35

                STATION         Elevation       COMMENT

                [925             283.1
                [950             283.4
                975             283.8
                1000            284.8
                1003            284.7           CHANNELBANK
                1005            282.1
                1009            281.4           [ T/E H2O
                1014            280.7           [ C/L AND INVERT
                1022            281.4           [ T/E H2O
                [1029            284.8           [CHANNELBANK
                [1041            289.2
                [1050            290.2
                [1074            296.4

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            300
                1011            298
                1021            296
                1032            294
                1041            292
                1054            290
                1064            288
                1080            286
                1091            284
                1116            284
                1201            284
                [1211            282
                1242                            Centerline
                1260            282             Channelbank
                1297            288
                1304            290
                1309            292
                1315            294
                1323            296
                1337            300

        End of Topo data

     Start of N-Values

          Channel N-Value  .051

          Station       N-Value             Comment

          1000          100.000
          1145          .175                Centerline
          1293          .160
         End            100.000

     End of N-Values


END OF CROSS SECTION


[ FOOT BRIDGE
START OF STRUCTURE

        XSect 419
        Comment Card Foot Bridge near Confluence with Eno River
        Final Centerline 5000
[        Print Xsect  B C D E         [Normal Bridge
        Print Xsect A B D F            [Special Bridge
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

        Structure Width 4.5
        Structure N-value 0.045

        Start of Special Bridge
        End of Special Bridge

        Start of Field Data

                Relate to invert
                Looking D/S
                Data Centerline 1015.5

                Station         Elevation       Comment

                925             283.1
                950             283.4
                975             283.8
                1000            284.8
                1003            284.7           CHANNELBANK Left A B F
                1005            282.1
                1009            281.4           [ T/E H2O
                1014            280.7           [ C/L AND INVERT
                1022            281.4           [ T/E H2O
                1029            284.8           CHANNELBANK Right A B F
                1041            289.2
                1050            290.2
                [1074            296.4

        End of Field Data

        Start of Topo Data

                Station         Elevation       Comment

          1000           310
          1039           308
          1109           306
          1150           304
          1174           302
          1192           300
          1202           298
          1211           296
          1221           294
          1234           290
          1244           288
          1304           286
          [1313           284
          1337                              Centerline
          1348           284
          1353           290
          1385           300
          1407           310
          1430           320
          1456           330


        End of Topo Data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1015.5

                Station         Elevation       Comment

                925             283.9
                950             284.7
                975             285.5
                978             285.6
                978.1           286.2           RAIL
                1000            290.66
                1027            290.58
                1040.6          289.74          RAIL
                1040.7          289.0

        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.01  [average thickness from tr shots - lc shots
                [sta 1000 tr 290.66- lc 289.62=1.04  sta 1027 tr 290.58- lc 289.60= 0.98
                [1.04+0.98 = 2.02/2 =1.01
                RAIL HEIGHT     2.8
                DATA CENTERLINE 1015.5

                ABUTMENT STATION 978.1

                Pier [1
                Width 1         [per TAK
                Centerline 1000

                Pier [2
                Width 1         [per TAK
                Centerline      1027

                ABUTMENT STATION 1040.7

        END OF BRIDGE DATA

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1192          .17500              Centerline
          1263          .16000
         End            100.00000

     End of N-Values

END OF STRUCTURE

[ DIRT ROAD #1

START OF STRUCTURE

        XSect 1055
        Comment Card DIRT ROAD #1
        Final Centerline 5000

        [Print Xsect  A B C D E F                [Normal Bridge
        Print Xsect A B D                      [Special Bridge
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

        Structure Width 20
        Structure N-value 0.014

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

Start of option special_c
        Start of Special Culvert

                Number of Culverts 4
                Culvert N-value 0.014
                Entrance Loss Coefficient 0.5
                Weir Flow Coefficient 3.0
                Rise 1.5
                Span 0
                Length 20
                FHWA Chart 2
                FHWA Scale 1
                [Channel Invert Upstream
                [Clannel Invert Downstream

        End of Special Culvert
End of option special_c

        Start of Field Data

                Relate to invert
                Data Centerline 1004.5

                Station         Elevation       Comment

                950             299.2
                975             298.1           [CHANNELBANK Left A B [E
                999             295.6           Channelbank Left A B
                1001            295.3           [ C/L AND INVERT 1ST CULVER
                1004            295.2           [ C/L AND INVERT 2ND CULVERT
                1006.5          295.1           [ C/L AND INVERT 3RD CULVERT
                1009.5          295.2           [ C/L AND INVERT 4TH CULVERT
                1010            295.3
                1010.1          295.6           Channelbank Right A B
                1025            297.9           [CHANNELBANK Right A B [E
                1050            299.4


        End of Field Data

        Start of Topo Data

                Station         Elevation       Comment

                1000            320
                1040            318
                1059            316
                1076            314
                1107            312
                1157            310
                1177            306
                1223            304
                1258            302
                1268            300
                1297            298
                1327            296
                1335                            Centerline
                1347            296
                1363            298
                1370            300
                1386            304
                1394            306
                1408            308
                1430            310
                1457            312
                1489            314
                1516            316
                1559            318
                1571            320
                1607            324
                1628            326


        End of Topo Data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1004.5

                Station         Elevation       Comment

                950             299.5
                975             299.2
                985             298.5
                991             297.64
                1000            297.58
                1010            297.53
                1016            297.59
                1025            298.5
                1050            299.8

        End of Top of Structure Data

        START OF CULVERT DATA
        DATA CENTERLINE 1004.5

                Circular Culvert [1
                Diameter 1.5
                CENTERLINE 1001
                Invert 295.3

                Circular Culvert [2
                Diameter 1.5
                CENTERLINE 1004
                Invert 295.2

                Circular Culvert [3
                Diameter 1.5
                CENTERLINE 1006.5
                Invert 295.1

                Circular Culvert [4
                Diameter 1.5
                CENTERLINE 1009.5
                Invert 295.2

        END OF CULVERT DATA


     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1116          .17500              Centerline
          1209          .16000
         End            100.00000

     End of N-Values

END OF STRUCTURE

START OF CROSS SECTION
[ XSECT 1.5

        XSect 1227
        Comment Card Cross Section 1.5
        Comment Card Cross Section B (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Topo Data

        START OF FIELD DATA [FROM X-SECT 2.0

                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.25

                STATION         ROD     COMMENT

                990         5.0
                1000        5.0         CHANNELBANK [TOB
                1005        7.3         [ T/E H2O
                1013        9.7
                1015        9.5
                1025        7.3         [ T/E H2O
                1028        5.15        CHANNELBANK [TOB
                [1038        4.15
                [1048        2.0

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment


                804             318
                825             316
                868             314
                990             312
                1000            310
                1006            308
                1017            306
                1050            304
                1082            302
                1092            300
                1130                            Centerline
                [1160            298
                1167            300
                1179            302
                1192            304
                1208            306
                1227            308
                1249            310
                1269            312
                1285            314
                1311            316
                1344            318
                1357            320
                1376            322
                1398            324

        End of Topo data

     Start of N-Values

          Channel N-Value  .051

          Station       N-Value             Comment

          1000          100.000
          1093          .175                Centerline
          1195          .160
         End            100.000

     End of N-Values


END OF CROSS SECTION

[Verbatim Coefficient placement because "F" was not printed.

Begin Verbatim
NC0.    0.      0.      0.1     0.3
End Verbatim

START OF CROSS SECTION
[ XSECT 2.0

        XSect 1888
        Comment Card Cross Section 2.0
        Comment Card Cross Section C (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data

        START OF FIELD DATA

                [BS TO 300' CONTOUR, 20' LT OF CL)
                [BS +4.77
                HI 304.77
                LOOKING D/S

                STATION         ROD             COMMENT

                990             5.0
                1000            5.0             CHANNELBANK [TOB
                1005            7.3             [ T/E H2O
                1013            9.7
                1015            9.5
                1025            7.3             [ T/E H2O
                1028            5.15            CHANNELBANK [TOB
                1038            4.15
                1048            2.0

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            320
                1026            318
                1051            316
                1077            314
                1100            312
                1121            310
                1131            308
                1150            306
                1186            304
                1260            300
                1278                            Centerline
                1297            300
                1305            302
                1312            304
                1318            306
                1327            308
                1334            310
                1351            314
                1364            318
                1371            320

        End of Topo data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1149          .17500              Centerline
          1254          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION


Adjust Channel N-Values 0.85

Adjust Overbank N-Values 0.90


START OF CROSS SECTION
[ XSECT 2.3

        XSect 2872
        Comment Card Cross Section 2.3
        Comment Card Cross Section D (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        START OF FIELD DATA [FROM X-SECT 2.0

                [BS TO 300' CONTOUR, 20' LT OF CL)
                [BS +4.77
                HI 304.77
                LOOKING D/S
                RELATE TO INVERT

                STATION         ROD     COMMENT

                990             5.0
                1000            5.0             CHANNELBANK [TOB
                1005            7.3             [ T/E H2O
                1013            9.7
                1015            9.5
                1025            7.3             [ T/E H2O
                1028            5.15            CHANNELBANK [TOB
                [1038           4.15
                [1048           2.0

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            320
                1032            316
                1061            312
                1090            310
                1112            308
                1257            306
                1288            304
                1308                            Centerline
                1336            304
                1599            306
                1641            306
                1828            306
                1848            308
                1862            310
                1883            312
                1915            316
                1941            320

        End of Topo data

     Start of N-Values

          Channel N-Value  .05800

          Station       N-Value             Comment

          1000          100.00000
          1198          .16000              Centerline
          1699          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

[ LATTA RD.
START OF STRUCTURE

        XSect 4144
        Comment Card LATTA RD. SR1448
        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 33.5
        Structure N-value 0.037

[       Start of Special Bridge
[       End of Special Bridge

        Start of Field Data

                Relate to Invert
                Looking D/S
                Data Centerline 1050

                Station         Elevation       Comment

                900             316.32
                925             316.22
                950             315.42
                975             314.72
                [1000            317.82                                 [old CHANNELBANK Left B E
                1001            312.52          Channelbank Left A B E F
                1018            306.52          [ T/E H2O
                1024            306.42          [ PIER 1
                1041            305.92          [ C/L AND INVERT
                1047            306.52          [ T/E H2O ****POSSIBLE STA OF 2ND PIER
                1075            312.22          Channelbank Right A B E F
                1075.1          316.42          [Low Chord shot
                1100            317.12                                  [old CHANNELBANK Right B E
                1125            318.22
                1150            318.82
                1175            319.62

        End of Field Data

        Start of Topo Data

                Looking D/S

                Station         Elevation       Comment

                1000            330
                1020            328
                1037            326
                1071            322
                1092            320
                1127            316
                1163            312
                1203            310
                1243            308
                1264                            Centerline
                1282            310
                1296            312
                1308            316
                1379            318
                1400            320
                1440            322
                1515            324
                1581            326
                1613            328
                [1665            330

        End of Topo Data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1050

                Station         Elevation       Comment

                822             324
                848             322
                [897             320
                900             320.30
                925             319.56
                950             319.05
                [966             318
                975             318.74
                1000            318.49          RAIL
                1075            318.63          RAIL
                1100            318.80
                1125            319.16
                1150            319.75
                [1153            318
                1175            320.50
                [1215            320
                1262            322
                1330            324
                1384            328

        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.9
                RAIL HEIGHT     2.3
                DATA CENTERLINE 1050
                [X Factor

                ABUTMENT STATION 1000
                [FILL STATION    1000.1

                PIER [1

                        CENTERLINE 1024
                        WIDTH      .80
                        Top Footing Elevation 308.92
                        Footing Width 2.5
                        Cap Width 1
                        Top Cap Elevation 316.43
                        Cap Height 1

                PIER [2         [****pier location needs to be field verified****

                        CENTERLINE 1047
                        WIDTH      .80
                        Top Footing Elevation 309.52
                        Footing Width 2.5
                        Cap Width 1
                        Top Cap Elevation 316.43
                        Cap Height 1

                [FILL STATION 1074.9
                ABUTMENT STATION 1075

        END OF BRIDGE DATA

     Start of N-Values

          Channel N-Value  .06000

          Station       N-Value             Comment

          1000          100.00000
          1132          .16000
          1185          .12000              Centerline
          1271          .17500
         End            100.00000

     End of N-Values


END OF STRUCTURE

START OF CROSS SECTION
[ XSECT 2.7

        XSect 5149
        Comment Card Cross Section 2.7
        Comment Card Cross Section E (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        START OF FIELD DATA [ FROM X-SECT 3.0

                Data Centerline 1012.5
                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.45

                STATION         ROD             COMMENT

                [980             4.9
                [990             6.0
                [1000            8.1     [CHANNELBANK
                1005            10.2
                1007            10.9    [ T/E H2O
                1012            11.4
                1015            11.2
                1018            10.9    [ T/E H2O
                1022            10.2
                [1025            8.1     [CHANNELBANK
                [1035            6.7
                [1045            7.2

        END OF FIELD DATA

        Start of Topo data

                Station       Elevation           Coment

                1000            340
                1017            338
                1043            334
                1062            330
                1102            322
                1119            320             Channelbank
                [1128            318
                1144                            Centerline
                [1160            318
                1170            320             [Channelbank
                1188            322             Channelbank
                1322            324
                1399            326
                1426            328
                1445            330
                1476            332
                1499            334
                1665            336
                1684            338
                1740            340

        End of Topo data

     Start of N-Values

          Channel N-Value  .06000

          Station       N-Value             Comment

          1000          100.00000
          1151          .16000
          1228          .12000              Centerline
          1406          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ XSECT 3.0

        XSect 5965
        Comment Card Cross Section 3.0
        Comment Card Cross Section F (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data

        START OF FIELD DATA

                [BS TO 332' CONTOUR, 20' LT OF CL)
                [BS +6.03   (ERROR IN ORIGINAL BS: WAS 342')
                HI 338.03
                LOOKING D/S

                STATION         ROD             COMMENT

                980             4.9
                990             6.0
                1000            8.1             CHANNELBANK
                1005            10.2
                1007            10.9            [ T/E H2O
                1012            11.4
                1015            11.2
                1018            10.9            [ T/E H2O
                1022            10.2
                1025            8.1             CHANNELBANK
                1035            6.7
                1045            7.2

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            350
                1012            348
                1031            346
                1054            344
                1074            342
                1089            340
                1105            338
                1142            334
                1166            330
                1175                            Centerline
                1180            330
                1199            332
                1297            334
                1372            336
                1447            338
                1463            340
                1584            342
                1612            344
                1639            346
                1679            348
                1707            350

        End of Topo data

     Start of N-Values

          Channel N-Value  .06000

          Station       N-Value             Comment

          1000          100.00000
          1183          .16000
          1214          .12000              Centerline
          1354          .17500
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ XSECT 3.3

        XSect 6898
        Comment Card Cross Section 3.3
        Comment Card Cross Section G (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        START OF FIELD DATA [ FROM X-SECT 3.0

                Data Centerline 1012.5
                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.33

                STATION         ROD             COMMENT

                [980             4.9
                [990             6.0
                [1000            8.1            CHANNELBANK
                1005            10.2
                1007            10.9            [ T/E H2O
                1012            11.4
                1015            11.2
                1018            10.9            [ T/E H2O
                1022            10.2
                [1025            8.1            CHANNELBANK
                [1035            6.7
                [1045            7.2

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            360
                1014            358
                1033            356
                1050            354
                1070            352
                1085            350
                1121            348
                1150            346
                1190            344
                1224            342
                1234            340             Channelbank
                1253                            Centerline
                1271            340             Channelbank
                1285            344
                1295            346
                1303            348
                1316            350
                1336            352
                1349            354
                1359            356
                1393            358
                1425            360

        End of Topo data

     Start of N-Values

          Channel N-Value  .06000

          Station       N-Value             Comment

          1000          100.00000
          1240          .16000
          1323          .12000              Centerline
          1381          .14000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

Begin Verbatim
NC0.12  0.14    0.51
End Verbatim

START OF CROSS SECTION
[ XSECT A of Private Dr

        XSect 7298
        Comment Card Cross Section A of Private Drive
        Final Centerline 5000
        Blend Data Based on Topo Data

        START OF FIELD DATA [ FROM Bridge

                Data Centerline 1010
                LOOKING D/S
                RELATE TO INVERT

                STATION         Elevation       COMMENT

                1000            344.61          [CHANNELBANK
                1003            343.21          [ T/E H2O
                1008            342.61          [ C/L AND INVERT
                1017            343.21          [ T/E H2O
                1020            345.41          CHANNELBANK

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

          1000           368
          1057           364
          1090           360
          1121           356
          1160           350
          1285           348                    Channelbank
          1292           346
          1307                                  Centerline
          1312           346
          1327           350
          1342           360
          1358           362
          1373           370
          1433           376

        End of Topo data

start of option comment
     Start of N-Values                          [from bridge

          Channel N-Value  .05000

          Station       N-Value             Comment

          1000          100.00000
          1361          .16000
          1408          .12000              Centerline
          1447          .14000
          1495          .17000
         End            100.00000

     End of N-Values
end of option comment

END OF CROSS SECTION

[ PRIVATE DRIVE #1
START OF STRUCTURE

        XSect 7388
        Comment Card PRIVATE DRIVE #1
        Final Centerline 5000
        Print Xsect  B C D E F             [Normal Bridge
        [Print Xsect B D F                   [Special Bridge
        Blend Data Based on Field Data
        Structure Width 16
        Structure N-value 0.035

        [Start of Special Bridge
        [End of Special Bridge

        Start of Field Data

                Data Centerline 1010

                Station         Elevation       Comment

                900             348.21
                925             348.11
                950             347.91
                975             347.01
                1000            344.61          CHANNELBANK  [START OF STRUC/ RAIL
                1003            343.21          [ T/E H2O
                1008            342.61          [ C/L AND INVERT
                1017            343.21          [ T/E H2O
                1020            345.41          CHANNELBANK  [END OF STRUC/ RAIL
                1050            347.71
                1075            348.71
                1100            351.31


        End of Field Data

     Start of Topo data

          Station       Elevation           Coment

          1000           368
          1020           366
          1058           364
          1075           362
          1084           360
          1099           358
          1124           354
          1140           352
          1155           350
          1235           348
          1258           346
          1281                              Centerline
          1297           348
          1310           350
          1336           352
          1354           354
          1374           356
          1422           360
          1451           362
          1478           364
          1501           366

     End of Topo data

        Start of Top of Structure Data

          Data Centerline 1010

                Station         Elevation       Comment

                900             348.77
                925             348.06
                950             348.31
                975             349.00
                1000            349.46          RAIL
                1020            349.37          RAIL
                1050            350.76
                1075            352.71
                1100            354.99

        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.6
                [RAIL HEIGHT     3.6
                DATA CENTERLINE 1010

                ABUTMENT STATION 1000
                [FILL STATION    1000.1

                [FILL STATION 1019.9
                ABUTMENT STATION 1020

        END OF BRIDGE DATA

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1361          .16000
          1408          .12000              Centerline
          1447          .14000
          1495          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE

Adjust Channel N-values 1.0
Adjust Overbank N-values 1.0

START OF CROSS SECTION
[ XSECT 3.4

        XSect 7626
        Comment Card Cross Section 3.4
        Comment Card Cross Section H (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        Start of Field Data

                Data Centerline 1005
                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.4


                STATION         ELEVATION       COMMENT

                [989             355.49          CHANNELBANK
                1000            348.39
                1005            347.29
                1010            348.39
                1019            354.29          CHANNELBANK


        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

          1000           378
          1063           374
          1094           372
          1120           370
          1141           368
          1160           366
          1184           364
          1204           362
          1215           360
          1226           358
          1239           356
          1252           354
          1274           350            Channelbank
          1310                          Centerline
          1322           350
          1426           352
          1511           354
          1546           356
          1573           358
          1594           360
          1625           364
          1662           368
          1677           370
          1710           372
          1733           374

     End of Topo data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1237          .16000
          1264          .12000              Centerline
          1410          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION



[ DIRT ROAD #2
START OF STRUCTURE

        XSect 7853
        Comment Card DIRT ROAD #2 off Gatewood
        Final Centerline 5000
 [      Print Xsect  B C D E                    [Normal Bridge
        Print Xsect B D                         [Special Bridge
        Blend Data Based on Field Data
        Structure Width 56
        Structure N-value 0.012

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

        Levee Left Elevation B 355.6
        Levee Right Elevation B 355.6

start of option special_c
        Start of Special Culvert
                Number of Culverts 1
                Culvert N-value 0.012
                Entrance Loss Coefficient 0.80
                Weir Flow Coefficient 3.0
                Rise 9
                Span 0
                Length 56
                FHWA Chart 2
                FHWA Scale 3
                [Channel Invert Upstream
                [Clannel Invert Downstream
        End of Special Culvert
end of option special_c

        Start of Field Data

                Relate to invert
                Looking D/S
                Data Centerline 1005

                Station         Elevation       Comment

                900             358.09
                925             357.39
                950             356.79
                [975             354.79
                989             355.49          CHANNELBANK Left B
                1000            348.39          [ T/E H2O & START OF STRUC.
                1005            347.29          [ C/L AND INVERT
                1010            348.39          [ T/E H2O & END OF STRUC.
                1019            354.29          CHANNELBANK Right B
                [1025            353.99
                1050            354.59
                [1075            353.39


        End of Field Data

     Start of Topo data

          Station       Elevation           Coment

          1000           376
          1052           372
          1060           370
          1077           368
          1141           364
          1182           362
          1231           360
          1267           358
          1281           356
          1298           354
          1316           350
          1337           348
          1347                              Centerline
          1355           348
          1357           350
          1380           352
          1418           356
          1443           358
          1463           360
          1485           362
          1528           366
          1543           368
          1553           370
          1584           372
          1613           374
          1632           376
          1643           378

     End of Topo data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1005

                Station         Elevation       Comment

                [677             370
                [705             368
                [741             366
                [777             364
                836             362
                900             358.69
                [911             360
                925             357.69
                950             356.19
                [960             358
                [975             355.59
                1000            356.89
                [1025            357.59
                1028            358
                1050            358.59
                1075            358.69
                [1086            360
                1156            362
                1186            364
                1213            366
                1239            368
                1258            370

        End of Top of Structure Data

        START OF CULVERT DATA

                DATA CENTERLINE 1005
                Circular Culvert
                Diameter 9
                CENTERLINE 1005
                Invert 347.29

        END OF CULVERT DATA


     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1127          .16000
          1215          .12000              Centerline
          1298          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE

START OF CROSS SECTION
[ XSECT 3.5

        XSect 8051
        Comment Card Cross Section 3.5 ("F" from Dirt Road #2)
        Comment Card Cross Section I (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        Start of Field Data                     [Xsect F from Dirt Road #2

                Data Centerline 1005
                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.6

                STATION         ELEVATION       COMMENT

                989             355.49          [CHANNELBANK
                [1000            348.39          [ T/E H2O
                1005            347.29          [ C/L AND INVERT
                [1010            348.39          [ T/E H2O
                1019            354.29          [CHANNELBANK

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

          1000           370
          1016           368
          1039           366
          1052           364
          1065           362
          1077           360
          1085           358
          1096           356
          1160           354
          1186           350                Channelbank
          1200                              Centerline
          1213           350                Channelbank
          1244           360
          1275           370

     End of Topo data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1123          .16000              Centerline
          1244          .17000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

Begin Verbatim
NC0.0   0.0     0.0     0.1     0.3
End Verbatim

START OF CROSS SECTION
[ XSECT 3.7

        XSect 8656
        Comment Card Cross Section 3.7
        Comment Card Cross Section J (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        Start of Field Data                     [From Xsect 4.0

                Data Centerline 1011
                LOOKING D/S
                RELATE TO INVERT
                X Factor 1.35

                STATION         ROD             COMMENT

                [990            5.4
                [1000            5.7             [CHANNELBANK
                [1002            7.5             [Channelbank
                1008            8.0             [ T/E H2O
                1015            8.9
                1017            8.0             [ T/E H2O
                1021            7.4
                1022            5.7             [CHANNELBANK
                1025           4.5
                1032           0.6

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            376
                1014            374
                1028            372
                1035            370
                1089            368
                1098            366
                1130            364
                1149            362
                1166            360
                1186            358
                1205            356             Channelbank
                1223                            Centerline
                1234            356             Channelbank
                1243            358
                1251            360
                1271            362
                1290            364
                1310            366
                1324            368
                1332            370
                1387            380
                [1427            382
                [1478            386
                [1548            390

     End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1090          .17500              Centerline
          1173          .12000
          1309          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ XSECT 4.0

        XSect 9447
        Comment Card Cross Section 4.0
        Comment Card Cross Section K (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Field Data

        START OF FIELD DATA

                [BS TO 364' CONTOUR, 8' LT OF CL)     (was 362 office check showed 364' contour
                [BS +5.02

                HI 369.02
                LOOKING D/S

                STATION         ROD             COMMENT

                990             5.4
                1000            5.7             CHANNELBANK
                1002            7.5
                1008            8.0             [ T/E H2O
                1015            8.9
                1017            8.0             [ T/E H2O
                1021            7.4
                1022            5.7             CHANNELBANK
                1025            4.5
                1032            0.6

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            388
                1030            386
                1059            384
                1077            382
                1086            380
                1097            378
                1112            376
                1122            374
                1131            372
                1139            370
                1179            368
                1230            366
                1262            364
                1272                            Centerline
                1281            364
                1285            370
                1309            380
                1332            388
                1346            390
                1370            392

        End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1298          .17500
          1355          .12000              Centerline
          1463          .17500
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ XSECT 4.3

        XSect 10403
        Comment Card Cross Section 4.3
        Comment Card Cross Section L (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        START OF FIELD DATA [FROM X-SECT 4.0

                Data Centerline 1011
                LOOKING D/S
                RELATE TO INVERT

                STATION         ROD             COMMENT

                [990            5.4
                [1000            5.7             CHANNELBANK
                1002            7.5             Channelbank
                1008            8.0             [ T/E H2O
                1015            8.9
                1017            8.0             [ T/E H2O
                1021            7.4             Channelbank
                [1022            5.7              CHANNELBANK
                [1025           4.5
                [1032           0.6

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            400
                1040            390
                1078            380
                1097            378
                1110            376             [Channelbank
                1124                            Centerline
                1161            376             [Channelbank
                1184            378
                1202            382
                1222            384
                1241            386
                1259            388
                1282            390
                1330            396

     End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1108          .17500
          1135          .12000              Centerline
          1294          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ XSECT 4.6

        XSect 11261
        Comment Card Cross Section 4.6
        Comment Card Cross Section M (HSMM Draft)
        Final Centerline 5000
        Blend Data Based on Topo Data

        START OF FIELD DATA [FROM X-SECT 5.0

                Data Centerline 1008.5
                LOOKING D/S
                RELATE TO INVERT

                STATION         ROD             COMMENT

                [990            6.2
                [1000            6.9             CHANNELBANK
                1003            8.6             [ T/E H2O
                1005            10.1
                1009            9.3
                1013            8.6             Channelbank [ T/E H2O
                [1017            5.7             CHANNELBANK
                [1040           4.5

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            408
                1014            406
                1037            402
                1046            400
                1083            390
                1095            388
                1129            386
                1137            384             Channelbank
                1148                            Centerline
                1166            384             [Channelbank
                1176            386
                1186            388
                1192            390
                1282            400
                1433            410

        End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1111          .17500
          1159          .12000              Centerline
          1308          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ XSECT 5.0

        XSect 12160
        Comment Card Cross Section 5.0
        Comment Card Cross Section N (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data

        START OF FIELD DATA

                [BS TO 392' CONTOUR, 10' RT OF CL)
                [BS +6.22  (ERROR IN ORIGINAL BS: WAS 396')
                HI 398.22
                LOOKING D/S

                STATION         ROD             COMMENT

                990             6.2
                1000            6.9             CHANNELBANK
                1003            8.6             [ T/E H2O
                1005            10.1
                1009            9.3
                1013            8.6             [ T/E H2O
                1017            5.7             CHANNELBANK
                1040            4.5

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            416
                1056            414
                1109            412
                1133            410
                1223            408
                1281            406
                1305            404
                1318            402
                1329            400
                1339            398
                1351            396
                1364            394
                1374            392
                1387                            Centerline
                1403            392
                1413            394
                1420            396
                1424            398
                1431            400
                1495            410
                1512            412
                1543            414
                1573            416

        End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1127          .17500              Centerline
          1261          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ XSECT B of Dam

        XSect 12710
        Comment Card Cross Section B of Dam Survey
        Final Centerline 5000
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

        START OF FIELD DATA             [From Xsect 5.0

                LOOKING D/S
                Relate to invert

                STATION         ROD             COMMENT

                [990             6.2
                1000            6.9             CHANNELBANK
                1003            8.6
                1005            10.1
                1009            9.3
                1013            8.6             Channelbank
                [1017            5.7             CHANNELBANK
                [1040            4.5

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment
          1000           414
          1051           412
          1081           410
          1105           408
          1125           406
          1137           404
          1159                              Centerline
          1235           402
          1272           404
          1296           406
          1314           408
          1333           410
          1342           412
          1369           414

        End of Topo data

     Start of N-Values                  [From Xsect 5.0

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1127          .17500              Centerline
          1261          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

[The N-values for this structure were "hard-coded" due to centerline discrepancies.

Begin Verbatim
NC0.16  0.175   0.053   0.3     0.5
End Verbatim

[ DAM
START OF STRUCTURE

        XSect 12844
        Comment Card DAM
        Final Centerline 5000
[       Print Xsect  B C D E         [Normal Bridge
        Print Xsect D                [Special Bridge  Not Printing F due to field Surveyed Xsect 6.0
        Blend Data Based on Field Data
        Structure Width 68 [ACTUALLY VARIES BETWEEN 12 AND 100'

        Start of Special Bridge
                Weir Flow Coefficient 3.1
                Bottom Width 0
                Opening Area 0
                Side Slope 1
        End of Special Bridge

        Start of Field Data
                [BS to TBM Herman(413.67'),3.56'
                [HI = 417.23

                STATION         ELEVATION       COMMENT

                975             413.33
                1000            411.73          CHANNELBANK Left D [LOB
                1001            411.18          [T/E
                1047            408.73
                1150            408.23
                1215            405.03
                1297            403.63
                [1427           411.05          [TOP OF INLET
                1427            402.63
                1513            402.43
                1583            411.18          [T/E
                1589            411.93          CHANNELBANK Right D [ROB
                1606            416.13

        End of Field Data

        Start of Topo Data
        Data Centerline 1566

                STATION         ELEVATION       COMMENT

                1000            420.9
                1159            420
                1207            416
                1262            412
                1283            411.1            [T/E
                1850            411.1            [T/E
                1869            412
                1894            416
                1915            420
                1961            424

        End of Topo Data

        Start of Top of Structure Data
        Data Centerline 1300
          [Data was manually blended assuming a C/L of 1574 for the TOR
          [topo take-off. In the original take-off, the C/L is at the
          [stream's invert which is close to the LOB and nowhere close
          [to the midpoint between the banks of the pond.

                STATION         ELEVATION               COMMENT

                [726             418
                826             416
                926             414
                [974            412
                975             412.87
                [991            410
                1000            411.87                  [END SPILLWAY
                [1042           410
                [1051           412
                [1061           414
                1084            411.47                  [BGN OF DAM
                1100            413.17
                1200            414.47
                1300            414.77                  [C/L
                1400            414.47
                1500            415.17
                1600            414.27                  [END OF DAM
                [1601            414
                1615            413.17
                1649            420

        End of Top of Structure Data

start of option nval
     Start of N-Values

          Channel N-Value  .05300
          Position within 20 feet

          Station       N-Value             Comment

          1000          100.00000
          1238          .16000              Centerline
          1801          .17500
         End            100.00000

     End of N-Values
End of option nval

END OF STRUCTURE

START OF CROSS SECTION
[X-SECT 6.0 ON LAKE

        XSect 13520
        Comment Card Cross Section 6.0
        Comment Card Cross Section O (HSMM Draft)
        Comment Card  Surveyed Xsect F for Dam
        Final Centerline 5000
        Blend Data Based on Field Data

        START OF FIELD DATA
                LOOKING D/S
                [BS TO TBM HERMAN(413.67'),4.62'
                HI 418.29

                STATION         ROD             COMMENT

                975             1.4
                1000            6.6             CHANNELBANK [LOB
                1002            7.1             [T/E
                1014            8.9
                1040            11.7
                1069            10.7
                1089            9.2
                1106            7.1             [T/E
                1110            6.4             CHANNELBANK [ROB
                1130            4.1

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000           420
                1009           418
                [1022           416
                1032           414
                1041           412
                1051           411
                1112                              Centerline
                1157           411
                1182           412
                1201           414
                1221           416
                1242           418
                1261           420
                1302           422

        End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1266          .16000              Centerline
          1459          .17500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

[ SR 1003
START OF STRUCTURE

        XSect 14446
        Comment Card SR 1003
        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 40
        Structure N-value 0.011

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

START OF OPTION SPECIAL_C
        Start of Special Culvert
                Number of Culverts 2
                Culvert N-Value 0.011
                Entrance Loss Coefficient 0.40
                Weir Flow Coefficient 3.0
                Rise 10
                Span 10
                Length 40
                FHWA Chart 8
                FHWA Scale 1
        End of Special Culvert
END OF OPTION SPECIAL_C

        Levee Left Elevation B 418.3
        Levee Right Elevation B 418.3

        Start of Field Data

                Looking D/S
                Data Centerline 1007

                Station         Elevation       Comment

                [900            418.84          [SPIKE CONTROL
                925             417.94
                950             416.74
                975             415.34          CHANNELBANK Left A B F
                996             412.54          [ T/E H2O
                1000            409.94
                1005            410.24          [ C/L 1ST CULVERT AND INVERT IN STREAM
                1015            411.74          [ C/L 2ND CULVERT AND INVERT IN STREAM
                1018            412.54          [ T/E H2O
                1020            412.94
                1050            415.34          CHANNELBANK Right A B F
                1075            415.64
                [1100            416.14
                [1125            416.44

        End of Field Data

        Start of Topo Data

                Looking D/S

                Station         Elevation       Comment

                1000           426
                1043           424
                1097           422
                1139           420
                1177           418
                1265           416
                1282           414
                1293           414
                1316           414
                1323                              Centerline
                1334           414
                1344           416
                1358           418
                1375           420
                1402           422
                1430           424
                1456           426
                1494           428
                1531           430
                1572           432

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1007

                Station         Elevation       Comment

                542             430
                644             426
                739             424
                [890             422
                900             423.09
                925             422.94
                950             422.83
                975             422.70
                1000            422.62
                1020            422.60
                1050            422.40
                1075            422.25
                1100            422.17
                1125            422.11
                1237            422
                [1407            424
                [1650            426
                [1717            428
                [1827            430
                [1913            432

        End of Top of Structure Data

        START OF CULVERT DATA
        DATA CENTERLINE 1007

                Box Culvert [1
                [RAIL HEIGHT    NO RAIL
                Width 10
                Height 10
                CENTERLINE 1004.5
                Invert 411.20

                Box Culvert [2
                [RAIL HEIGHT    NO RAIL
                Width 10
                Height 10
                CENTERLINE 1015.5
                Invert 411.17

        END OF CULVERT DATA


     Start of N-Values

          Channel N-Value  .04900

          Station       N-Value             Comment

          1000          100.00000
          1026          .17000
          1143          .16000              Centerline
          1298          .17500
         End            100.00000

     End of N-Values

END OF STRUCTURE


[ PRIVATE DRIVE #2
START OF STRUCTURE

        XSect 15261
        Comment Card PRIVATE DRIVE #2
        Comment Card Bridge Modeled Normal Bridge Due To Perched Bridge and
        Comment Card Degree of Submergence.

        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 0.035


        [Start of Special Bridge
        [End of Special Bridge

        Start of Field Data

                Data Centerline 1012

                Station         Elevation       Comment

                900             424.40
                925             421.70
                950             420.90
                975             420.60
                1000            419.60          CHANNELBANK [ START OF STRUC.
                1005            417.20          [ T/E H2O
                1016            416.00          [ C/L AND INVERT
                1019            417.20          [ T/E H2O
                1022            421.00          [CHANNELBANK
                1025            421.40          CHANNELBANK [ END OF STRUC.
                1050            424.80
                1075            427.80


        End of Field Data

        Start of Topo Data


                Station         Elevation       Comment

                1000            442
                1034            440
                1071            438
                1122            436
                1165            434
                1199            432
                1229            430
                1243            428
                1264            426
                1278            424
                1289            422
                1315            420
                1361            418
                1369                            Centerline
                1376            418
                1385            420
                1401            422
                1419            424
                [1436            426
                [1455            428
                1468            430
                1482            432
                1504            434
                1526            436
                1546            438
                1561            440
                1583            442
                1609            444
                1636            446
                1664            448

        End of Topo Data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1012

                Station         Elevation       Comment

                665             434
                707             432
                832             430
                851             428
                878             426
                893             424
                900             424.10
                [912             422
                925             422.50
                950             421.60
                975             421.30
                1000            421.72          RAIL
                1025            422.70          RAIL
                [1033            422
                [1048            424
                1050            425.00
                1063            426
                1075            428.40
                [1081            428
                1096            430
                1109            432
                1127            434
                1146            436
                1164            438
                1185            440
                1214            442
                1246            444

        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.9
                RAIL HEIGHT     .33 [4"
                DATA CENTERLINE 1012
                [X Factor

                ABUTMENT STATION 1000
                [FILL STATION    1000.1


                FILL STATION 1019
                ABUTMENT STATION 1025

        END OF BRIDGE DATA

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1112          .17000              Centerline
          1166          .12000
          1243          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE


[ PRIVATE DRIVE #3

START OF STRUCTURE

        XSect 15756
        Comment Card PRIVATE DRIVE #3
        Comment Card Bridge Modeled Normal Bridge Due To Perched Bridge and
        Comment Card Degree of Submergence.

        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 10.6
        Structure N-value 0.032

        [Start of Special Bridge
        [End of Special Bridge

        Start of Field Data

                Looking D/S
                Data Centerline 1014

                Station         Elevation       Comment

                900             428.76
                925             428.06
                950             426.96
                975             426.26
                995             425.56          CHANNELBANK
                1007            421.86          [ T/E H2O
                1014            421.46          [ C/L AND INVERT
                1021            421.86          [ T/E H2O
                1027            425.26          CHANNELBANK
                1050            425.26
                [1075            425.46
                [1100            425.26

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000           448
                1031           446
                1054           444
                1073           442
                1086           440
                1119           438
                1141           436
                1172           434
                1199           432
                1226           430
                1265           428
                1340           426
                1361           424
                1368                              Centerline
                1376           424
                1418           426
                1428           428
                1442           430
                1450           432
                1473           434
                1486           436
                1502           438
                1524           440
                1551           442
                1588           444
                1619           446
                1654           448
                1687           450

        End of Topo Data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1014

                Station         Elevation       Comment

                [636             448
                667             446
                696             444
                718             442
                734             440
                769             438
                793             436
                811             434
                839             432
                866             430
                887             428
                900             427.86
                925             426.86
                950             426.46
                975             426.46
                [987             426
                1000            426.28
                1027            426.47
                [1049            426
                1050            427.36
                [1070            428
                1075            429.06
                1083            430
                [1094            432
                1100            431.76
                1123            434
                1153            436
                1189            438
                1227            440
                1274            442
                1327            444
                [1389            446
                [1439            448

       End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.7
                DATA CENTERLINE 1014

                ABUTMENT STATION 999.9
                [FILL STATION


                [FILL STATION
                ABUTMENT STATION 1027

        END OF BRIDGE DATA

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1138          .17000              Centerline
          1300          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE

[ BRAMBLE RD.

START OF STRUCTURE

        XSect 16781
        Comment Card BRAMBLE ROAD
        Final Centerline 5000
 [       Print Xsect  B C D E         [Normal Bridge
        Print Xsect A B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 60
        Structure N-value 0.012

        Start of Special Bridge
        End of Special Bridge

Start of option special_c

    Note: This Structure could not be modeled Special Culvert due to
          Different size pipes.

        Start of Special Culvert
                Number of Culverts
                Culvert N-Value
                Entrance Loss Coefficient
                Weir Flow Coefficient
                Rise
                Span
                Length
                FHWA Chart
                FHWA Scale
                Channel Invert Upstream
                Channel Invert Downstream
        End of Special Culvert

End of option special_c

        Levee Left Elevation B 436.7
        Levee Right Elevation B 436.7

        Start of Field Data

                Looking D/S
                Data Centerline 1014

                Station         Elevation       Comment

                900             434.53
                925             434.23
                950             434.43
                [975             434.83
                1000            431.73          Channelbank Left A B F [ actual field CHANNELBANK
                1001            431.03          [ T/E H2O
                1003            430.13          [ C/L AND INVERT 1ST CULVERT
                1014            430.23          [ C/L AND INVERT 2ND CULVERT
                1026            430.23          [ C/L AND INVERT 3RD CULVERT
                1027            430.13          [ T/E H2O
                1029            430.63          [ C/L AND INVERT 4TH CULVERT
                1036            431.23          CHANNELBANK Right A B F
                1039            432.13
                1075            436.73


        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000           452
                1018           450
                1029           448
                1046           446
                1067           444
                1087           442
                1099           440
                1160           438
                1212           436
                1273           434
                1299           432
                1311                              Centerline
                1322           434
                1335           436
                1347           438
                1368           440
                1406           442
                1435           444
                1498           446
                1518           448
                1530           450

        End of Topo Data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1014

                Station         Elevation       Comment

                [665             450
                [687             448
                721             446
                761             444
                813             442
                894             440
                900             439.83
                925             439.46
                950             439.26
                975             439.26
                1000            439.40
                1039            440.19
                [1041            440
                1075            441.43
                1081            442
                1113            444
                1156            446
                1199            448
                1235            450

        End of Top of Structure Data

        START OF CULVERT DATA
        DATA CENTERLINE 1014

                Elliptical Culvert [ 1
                [RAIL HEIGHT    NO RAIL
                Width 6.6
                Height 5.1
                CENTERLINE 1003
                Invert 430.13

                Elliptical Culvert [ 2
                [RAIL HEIGHT    NO RAIL
                Width 8.2
                Height 5.6
                CENTERLINE 1014
                Invert 430.23

                Elliptical Culvert [ 3
                [RAIL HEIGHT    NO RAIL
                Width 8.2
                Height 5.6
                CENTERLINE 1026
                Invert 430.23

                Elliptical Culvert [ 4
                [RAIL HEIGHT    NO RAIL
                Width 6.6
                Height 5.1
                CENTERLINE 1036
                Invert 431.23


        END OF CULVERT DATA

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1140          .18000              Centerline
          1279          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE

[Xsect 6.6
START OF CROSS SECTION

        Xsect 17185
        Comment Card Cross Section 6.6
        Comment Card Cross Section P (HSMM Draft)
        Blend Data Based on Topo Data
        Final Centerline 5000

        START OF FIELD DATA  [FROM X-SECT 7.0

                Looking D/S
                Data Centerline 1005
                Relate to invert

                Station         Elevation       Comment

                [950             443.8
                [975             443.3
                [992             444.0           CHANNELBANK
                1000            440.4           [ T/E H2O
                1002.5          439.5
                [1005            440.5           [Data point not representative of channel
                1007.5          439.5
                1010            441.2
                1011            443.7          CHANNELBANK
                [1025            443.0
                [1050            443.2

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            452
                1042            450
                1101            448
                1148            446
                1184            444
                1203            442
                1224            440
                1270            438
                1375            436             Channelbank
                1395                            Centerline
                1413            438
                1423            440
                1442            442
                1453            444
                1466            446
                1481            448
                1498            450
                1518            452
                1539            454
                1571            456
                1601            458
                1626            460

     End of Topo data

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1222          .18000              Centerline
          1274          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[XSECT 6.7

        XSect 17810
        Comment Card Cross Section 6.7
        Comment Card Cross Section Q (HSMM Draft)
        Blend Data Based on Topo Data
        Final Centerline 5000

        START OF FIELD DATA  [FROM X-SECT 7.0

                Looking D/S
                Data Centerline 1005
                Relate to invert

                Station         Elevation       Comment

                950             443.8
                975             443.3
                992             444.0           CHANNELBANK
                1000            440.4           [ T/E H2O
                1002.5          439.5
               [1005            440.5           [Data point not representative of channel
                1007.5          439.5
                1010            441.2
                [1011            443.7          CHANNELBANK
                1025            443.0
                1050            443.2

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            458
                1019            456
                1042            454
                1076            452
                1099            450
                1123            448
                1149            446
                1191            444
                1255            442
                1372            440                [channelbank [new
                1382                               Centerline
                1394            440                channelbank [new
                1456            442
                1479            444
                1514            446
                1538            448
                1556            450
                1577            452
                1597            454
                1616            456
                1637            458
                1656            460

     End of Topo data

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1141          .18000              Centerline
          1304          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION


[ ABANDONED RD.
START OF STRUCTURE

        XSect 18740
        Comment Card ABANDONED ROAD
        Comment Card Bridge Modeled Normal Bridge Due To Perched Bridge and
        Comment Card Degree of Submergence.

        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 20
        Structure N-value 0.02

        [Start of Special Bridge
        [End of Special Bridge

        Start of Field Data

                Relate to Invert
                Looking D/S
                Data Centerline 1005

                Station         Elevation       Comment

                950             443.8
                [975             443.3
                992             444.0           CHANNELBANK Left A B E F
                1000            440.4           [ T/E H2O /start of struc
                1002.5          439.5           [ C/L AND INVERT  1st culvert
                [1005            440.5
                1007.5          439.5           [ C/L AND INVERT  2nd culvert
                1010            441.2           [ end of struc
                1011            443.7           CHANNELBANK Right A B E F
                [1025            443.0
                1050            443.2

        End of Field Data

        Start of Topo Data                      [ X-SECT 7.0 TOPO DATA

                Looking D/S

                Station         Elevation       Comment

                [1000            460            [Not Needed
                [1014            462            [Not Needed
                1027            462
                1131            458
                1217            454
                1273            450
                1305            448
                1334            446
                [1361            444
                [1378            444
                [1393            442
                1401                            Centerline
                [1408            442
                [1608            444
                [1656            446
                1681            448
                1693            450
                1767            460
                1852            470

        End of Topo Data

        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1005

                Station         Elevation       Comment

                900             447
                950             445.9
                975             445
                1000            445.4
                1010            445.4
                1025            444.4
                1050            443.5

        End of Top of Structure Data

        START OF CULVERT DATA
        DATA CENTERLINE 1005

                Circular Culvert [ A
                [RAIL HEIGHT    NO RAIL
                Diameter 4                      [5
                CENTERLINE  1002.5
                Invert 439.5

                Circular Culvert [ B
                [RAIL HEIGHT    NO RAIL
                Diameter 4                      [5
                CENTERLINE 1007.6        [surveyed at 1007.5
                Invert 439.5

        END OF CULVERT DATA

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1138          .18000
          1174          .12000              Centerline
          1339          .15000
          1421          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE

[ TERRY RD.
START OF STRUCTURE

        XSect 19281
        Comment Card TERRY ROAD
        Final Centerline 5000
  [     Print Xsect  B C D E            [Normal Bridge
        Print Xsect A B D F             [Special Bridge
        Blend Data Based on Field Data
        Structure Width 63
        Structure N-value 0.035

        Start of Special Bridge         [Note: Structure Modeled Special Bridge Due to Elliptical pipes.
        End of Special Bridge

        Levee Left Elevation B 448.4
        Levee Right Elevation B 448.4

        Start of Field Data

                Relate to Invert
                Looking D/S
                Data Centerline 1008.5

                Station         Elevation       Comment

                950             447.74
                975             446.74
                1000            444.84          CHANNELBANK Left A B F
                1002            443.34          [ T/E H2O
                1003            443.04          [ C/L AND INVERT  CULVERT A
                [1005            443.74
                1012            443.24          [ C/L AND INVERT  CULVERT B
                1015            443.34          [ T/E H2O
                1016            444.54          CHANNELBANK Right A B F
                1050            447.14
                1075            447.24
                1100            447.54
                1125            448.64
                1150            450.34

        End of Field Data

        Start of Topo Data

                Looking D/S

                Station         Elevation       Comment

                [1000            480
                [1028            470
                [1042            470
                1091            470
                1127            460
                1164            450
                1205            448
                1234            446
                1239            444
                1244                            Centerline
                1249            444
                1254            446
                1359            448
                1367            450
                1377            452
                1388            454
                1398            456
                1410            458
                1440            460
                1456            462
                1475            464
                1482            466
                1491            468
                1509            470

        End of Topo Data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1008.5

                Station         Elevation       Comment

                [669.5           472
                [684.5           470
                [701.5           468
                [737.5           468
                [811.5           466
                [827.5           464
                861.5           462
                880.5           460
                906.5           458
                928.5           456
                950             455.71
                [955.5           454
                975             454.45
                1000            453.38
                [1013.5          453
                1016            453.04
                1050            452.74
                1075            452.80
                1100            453.10
                [1119.5          454
                1125            453.82
                1150            454.66
                1178.5          456
                1205.5          458
                1254.5          460
                1295.5          470
                1370.5          480

        End of Top of Structure Data

        START OF CULVERT DATA
        DATA CENTERLINE 1008.5

                Elliptical Culvert [ A
                [RAIL HEIGHT    NO RAIL
                Width 7
                Height 5
                CENTERLINE 1003
                Invert 443.04

                Elliptical Culvert [ B
                [RAIL HEIGHT    NO RAIL
                Width 7
                Height 5
                CENTERLINE 1012
                Invert 443.24

        END OF CULVERT DATA

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1133          .12000              Centerline
          1182          .15000
          1305          .19000
         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:   Crooked Creek   ENG:DMK  ET:JAF       Comm. No. 2379
T3      CC   100-yr FW                 Date: %DATE           100-yr Floodway
J1      6.0                                                      288.5
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:   CROOKED CREEK   Eng:DMK  ET:TFH       Comm. No. 2379
T3      50 year                        Date: %DATE           50-year event
J1      3.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   CROOKED CREEK   Eng:DMK  ET:TFH       Comm. No. 2379
T3      100 year                       Date: %DATE           100-year event
J1      4.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   CROOKED CREEK   Eng:DMK  ET:TFH       Comm. No. 2379
T3      500 year                       Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   CROOKED CREEK   Eng:JHM  ET:TFH       Comm. No. 2379
T3      5-yr                           Date: %DATE           Hist 5 Year
J1      8.0                     %SLOPE                            %SWSEL
J22.            -1.0
End Verbatim

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   CROOKED CREEK   Eng:JHM  ET:TFH       Comm. No. 2379
T3      10 Yr                          Date: %DATE           Hist. 10-yr
J1      2.0                     %SLOPE                            %SWSEL
J23.            -1.0
End Verbatim

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   CROOKED CREEK   Eng:JHM  ET:TFH       Comm. No. 2379
T3      25 Yr                          Date: %DATE           Hist. 25-yr
J1      9.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

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

Begin Verbatim
Blank Line
Blank Line
Blank Line
ER
End Verbatim

