Suppress Warnings
Suppress XSect
Station separation 0.1

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

LET %DATE = 07/09/92                    [ Present Date
LET %SLOPE = 0.011                      [ Starting Slope  (see Calcs Below)
[LET %SWSEL = 345.0                      [ Starting WSEL
LET %SWSEL = 355.0                      [ Starting WSEL

[ ========================= 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
[Adjust Channel N-Values
[Adjust Overbank N-Values


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


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

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


        UNT Z to ENO RIVER


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


        Engineer : David Key

        Design Technician : Thomas F. Hale
        Key Punch Check   :


        **  Additions and revisions made by: John A. Fisher


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

     Historical Data


        FIELD INTERVIEWS

            field interviews were obtained during field investigations.

        1)  Witness:
            Address:

            Phone:

            The witness has lived in the area for approximately   years.
            She stated that


            Interviewer:

            Historical Elevation Reduction:

                There are no past or existing gage stations on UNT Z to ENO RIVER.


                At SR     :

                Q =     cfs                     -    -year discharge

                High Water EL =                 - surveyed

                Cross Section

                HEC2 elevation =




     Data for Calibration

                      Adjusted   Historical      Q (cfs)    HEC 2
     Event  XSect     XSect      Elevation   Tr  HEC 1      ELEV

     1
     2


     Historical events seem


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

     Reference Point

        Unt Z to Eno River model's stream cross sections are referenced in
        feet above the confluence with the Eno River

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

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

     Invert Data Support Information

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

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

     Elevation Reference Marks

        BM/TBM     BM I.D.       ELEV      DESCRIPTION


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

     Starting Station, Starting WSEL, and Starting Slope

        Unt Z to Eno River has been previously studied.  The starting station
        for Unt Z to Eno River at the confluence is 1.


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

        Starting slope is estimated using contours at the D/S end of the study.

                Contour         Station

                334             157
                336             339
               -----           -----
                 2       /      182    =   0.011


       **** USE  ==>  0.011 ****

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

     Hydrology

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

      UNTZ-2   1.06      317      549    752     991     1192     1424     2152
      UNTZ-1   1.69      448      764    1044    1380    1662     1989     3018

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

             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 Floodway

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Unt Z           ENG:DMK  ET:JAF       Comm. No. 2379
T3      UNT Z 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 100-Year-Single

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  UNTZ to ENO      Eng:DMK  ET:JAF       Comm. No. 2379
T3      UNTZ    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:   UNTZ to ENO   ENG:DMK  ET:JAF       Comm. No. 2379
T3      UNTZ Multiple Runs             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 Historical

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   UNTZ to ENO   ENG:DMK  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 Option Mapping

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT Z to ENO RIVER  ENG:JHM  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE        100-year Floodway
J1      4.0                     %SLOPE                           %SWSEL
J21.            -1.0
J338.   39.     1.      42.     53.     27.     21.     22.     28.     54.
J34.
NC0.18  0.18    0.05    0.1     0.3            [******************************
End Verbatim                                   [** NOTE:  Check for correct **
                                               [**        card set-up       **
                        End of Option Mapping  [******************************
[ =============================================================================



Start of Invert Data

        Station         Elevation       Comment

        1               330.8           [FROM EXISTING CITY OF DURHAM FIS PROFILE OF UNTZ TO ENO RIVER
        [116                             [X-SECT0.5
        157             334             [334
        339             336             [336
        465             338             [338
        747             340             [340
        [868             342             [342
        [994             344             [344
        1009            341.43          [Xsect 1.0
        1097            346             [346
        1300            348             [348
        [1481           350             [350
        [1589                           [D/S SIDE
        [1599            349.81          [RIVERMONT DR.
        1609            349.81          [U/S side of Struc
        1914            352             [CONTOUR
        [2165                           X-SECT1.3
        2636            358             [CONTOUR
        [2713            360             [CONTOUR
       [2720                            [X-SECT1.7
        [2954            362             [CONTOUR
        [3047            364             [CONTOUR
        [3518            366             [CONTOUR
        3556            365.22          [Xsect 2.0
        3798            368             [CONTOUR
        4056            370             [CONTOUR
        4319            374             [CONTOUR
        4434            376             [CONTOUR
        [4522                            [X-SECT2.3
        4596            378             [CONTOUR
        4742            380             [CONTOUR
        4835            382             [CONTOUR
        4917            384             [CONTOUR
        5001            386             [CONTOUR
        5105            388             [CONTOUR
        [5426                           [X-SECT2.5
        5433            390             [CONTOUR
        5530            392             [CONTOUR
        5666            394             [CONTOUR
        5758            396             [CONTOUR
        5854            398             [CONTOUR
        5951            400             [CONTOUR
        6035            402             [CONTOUR
        [6046            404             [CONTOUR
        6043.5          402.33          [d/s invert
        [6072            402.81          [COLE MIIL RD.
        6100.5          402.81          [u/s invert
        6125.5          404.85          [from profile (existing FIS)
        6278            406             [CONTOUR
        6344            408             [CONTOUR
        6448            410             [CONTOUR
        [6670                           [X-SECT 2.6
        6842            416             [CONTOUR
        6975            418             [CONTOUR
        [7007                           [X-SECT2.7
        7118            420             [CONTOUR
        7344            422             [CONTOUR
        7462            424             [CONTOUR
        7665            426             [CONTOUR
        7941            430             [CONTOUR
        7969            429.67          [Xsect 3.0
        8074            432             [CONTOUR
        8261            428.76          [Gazebo
        8333            434             [CONTOUR
        8523            436             [CONTOUR
        8677            438             [CONTOUR
        8896            440             [CONTOUR
        [8960            442             [CONTOUR
        8961            440.48          [D/S SIDE
        8998            441.04          [FERRAND DRIVE
        9035            441.04          [U/S SIDE
        9316            444             [CONTOUR
        9560            446             [CONTOUR
        9673            448             [CONTOUR
        9796            450             [CONTOUR
        9916            449.4           [X-SECT4.0
        9936            452             [CONTOUR
        10023           454             [CONTOUR
        10117           456             [CONTOUR
        10282           458             [CONTOUR
        10431           460             [CONTOUR
        [10565           462             [CONTOUR
        [10707           464             [CONTOUR
        10702.5         461.16          [D/S SIDE  (estimate)
        [10737           461.71          [ROCKY SPRINGS RD.
        10771.5         461.71          [U/S SIDE
        11147           468             [CONTOUR
        11309           468.5           [approximate
        11384           468.8           [Sparger Springs
        11459           468.8           [u/s invert
        [11477           476             [CONTOUR
        [11511           478             [CONTOUR
        [11543           480             [CONTOUR
        11521           470.23          [D/S SIDE approximate
        11614           475.1           [I 85, Limit of Detail Study
        11707           475.1           [U/S SIDE
        12006           482             [CONTOUR
        12143           484             [CONTOUR


End of Invert Data



Start of Discharge Data          [*** DISCHARGES FROM HEC-1

        Entered : JAF
        Checked : DMK (10-7-92)

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

        1        1044   1662   1989    3018    1989    448     764     1380
        6072     752    1192   1424    2152    1424    317     549     991


End of Discharge Data

Start of Encroachment Data

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

[116    0   0   0   0   0   0.41
116    0   0   0   0   0   9.11   0  0    4952   5034
1009   0   0   0   0   0   9.11   0  0    4982   5024
1308   0   0   0   0   0   9.11   0  0    4987   5013
1588   0   0   0   0   0   9.11   0  0    4987   5013
1589   0   0   0   0   0   9.11   0  0    4963   5037
1609   0   0   0   0   0   9.11   0  0    4962.2 5037.3
1610   0   0   0   0   0   9.11   0  0    4987   5013
1680   0   0   0   0   0   9.11   0  0    4948   5078
[1680  0   0   0   0   0   10.41  0  0    0      0
2165   0   0   0   0   0   9.11   0  0    4980   5110
2720   0   0   0   0   0   9.11   0  0    4895   5024
3556   0   0   0   0   0   9.11   0  0    4984   5084
4522   0   0   0   0   0   9.11   0  0    4929   5019
5426   0   0   0   0   0   9.11   0  0    4972   5046
5842.5 0   0   0   0   0   9.11   0  0    4978   5038
6042.5 0   0   0   0   0   9.11   0  0    4978   5038
6100.5 0   0   0   0   0   9.11   0  0    4973   5033
6151.5 0   0   0   0   0   9.11   0  0    4967   5062
6670   0   0   0   0   0   9.11   0  0    4965   5040
7007   0   0   0   0   0   9.11   0  0    4948   5021
7969   0   0   0   0   0   9.11   0  0    4980   5030
8175.4 0   0   0   0   0   9.11   0  0    4918   5013           [Gazebo A
8253   0   0   0   0   0   9.11   0  0    4911   5006           [Gazebo B
8254   0   0   0   0   0   9.11   0  0    4911   5006           [Gazebo C
8268   0   0   0   0   0   9.11   0  0    4911   5006           [Gazebo D
8269   0   0   0   0   0   9.11   0  0    4911   5006           [Gazebo E
8288.4 0   0   0   0   0   9.11   0  0    4911   5006           [Gazebo F
8760   0   0   0   0   0   9.11   0  0    4980   5070           [Sr. 1585 Ferrand Dr.) A
8960   0   0   0   0   0   9.11   0  0    4980   5075           [Sr. 1585 Ferrand Dr.) B
9035   0   0   0   0   0   9.11   0  0    4980   5075           [Sr. 1585 Ferrand Dr.) D
9086   0   0   0   0   0   9.11   0  0    4980   5075           [Sr. 1585 Ferrand Dr.) F
9916   0   0   0   0   0   9.11   0  0    4966   5031           [X-sect 4.0
10501  0   0   0   0   0   9.11   0  0    4949   5049           [Rocky Springs Rd. A
10701  0   0   0   0   0   9.11   0  0    4960   5030           [Rocky Springs Rd. B
10771  0   0   0   0   0   9.11   0  0    4959   5031           [Rocky Springs Rd. D
10822  0   0   0   0   0   9.11   0  0    4950   5032           [Rocky Springs Rd. F
11108  0   0   0   0   0   9.11   0  0    4930   5010           [Sparger Springs Rd. A
11308  0   0   0   0   0   9.11   0  0    4870   5040           [Sparger Springs Rd. B
11459  0   0   0   0   0   9.11   0  0    4850   5065           [Sparger Springs Rd. D
11520  0   0   0   0   0   4.41
11727  0   0   0   0   0   9.11   0   0   4860   5100           [I-85
11768  0   0   0   0   0   9.11   0   0   4860   5100



End of Encroachment Data


START OF CROSS SECTION [ XSECT 0.5 UNT Z to ENO RIVER

        XSect 116
        Comment Card X-SECT 0.5
        Comment Card X-Sect A (HSMM Draft)
        Comment Card UNT Z Stationed in Feet Above Confluence with The Eno River.

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

        START OF FIELD DATA [FROM XSECT 1.0
        RELATE TO INVERT
        Data Centerline 1017

                LOOKING U/S
                STATION         ROD     COMMENT

                980             1.9
                990             4.7
                995             5.8
                [1000           7.1   CHANNELBANK [TOB
                [1003           10.0
                1006            12.5
                1010            12.9  [T/E
                1015            13.3
                1017            13.1
                1021            13.2
                1023            12.9  [T/E
                [1025           10.7
                [1028           7.5
                [1032           5.6   CHANNELBANK [TOB
                1042            3.6
                1054            3.4

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       COMMENT

                1000            366
                1018            364
                1038            362
                1049            360
                1078            350
                1082            348
                1092            346
                1115            344
                1336            342
                1381            340              Channelbank
                1394            338
                1405            336
                1413            334
                1429                             Centerline
                1447            334
                1450            336
                1457            338
                1463            340              Channelbank
                1540            342
                1558            348
                1567            350
                1574            352
                1583            354
                1588            356
                1597            358
                1619            360
                1635            362
                1662            364
                1689            366
                1712            368

     End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1057          .16500              Centerline
          1133          .16500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION [ XSECT 1.0 UNT Z to ENO RIVER

        XSect 1009
        Comment Card X-SECT 1.0
        Comment Card X-Sect B (HSMM Draft)
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data
        Final Centerline 5000

            START OF FIELD DATA
            [RELATE TO INVERT

        [BS TO 350' CONTOUR, 20' RT OF CL)
        [BS +4.73

      HI 354.73
      LOOKING U/S

              STATION     ROD   COMMENT

              980         1.9
              990         4.7
              995         5.8
              1000        7.1   CHANNELBANK [TOB
              1003        10.0
              1006        12.5
              1010        12.9  [T/E
              1015        13.3
              1017        13.1
              1021        13.2
              1023        12.9  [T/E
              1025        10.7
              1028        7.5
              1032        5.6   CHANNELBANK [TOB
              1042        3.6
              1054        3.4

      END OF FIELD DATA

     Start of Topo data

          Station       Elevation           Comment

          1000           370
          1014           368
          1024           366
          1035           364
          1050           362
          1060           360
          1069           358
          1084           356
          1109           354
          1125           352
          1134           350
          1141           348
          1149           346
          1155                              Centerline
          1165           346
          1169           348
          1174           350
          1185           354
          1189           356
          1195           358
          1201           360
          1221           370
          1243           374
          1261           378
          1273           380

     End of Topo data

     Start of N-Values

          Channel N-Value  .05300

          Station       N-Value             Comment

          1000          100.00000
          1097          .16500              Centerline
          1157          .16500
         End            100.00000

     End of N-Values

END OF CROSS SECTION


[RIVERMONT DRIVE

START OF STRUCTURE

        XSect 1599
        Comment Card SR1402  (Rivermont Dr.)
        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 0.035
        Contraction Length 70.0

[       Start of Special Bridge
[       End of Special Bridge

        Start of Field Data
                RELATE TO INVERT
                Looking D/S
                [Data Centerline 1037.5

                Station         Elevation      Comment

                [925             382.01
                [950             375.91
                [975             368.01
                [1000            371.31
                [1005            371.11
                1017            359.11          [CENTERLINE 1 PIER
                1027            357.21          CHANNELBANK Left A B E F
                1035            350.73          [T/E H2O
                1040            350.29
                1050            349.81          [T/E H2O
                1053            357.27          CHANNELBANK Right A B E F
                1057            357.77          [CENTERLINE OF 2 PIER
                1060            358.43
                [1075            368.11
                1100            359.41
                1125            359.31
                1150            360.91
                1175            362.21
                1200            367.71

        End of Field Data

        Start of Topo Data

          Looking D/S

          Station       Elevation               Comment

          [1000           400
          [1021           396
          1036           394
          1057           390
          1073           386
          1084           384
          1106           380
          1124           374
          1137           370
          1155           366
          1166           364
          1178           362
          1255           360
          [1260           358
          [1271           356
          1277           354
          1289                              Centerline
          1298           354
          1306           356
          1342           358
          1417           360
          1493           370
          1537           380
          1600           390

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1037.5

        Station         Elevation       Comment

        799.5           400             [CONTOUR
        810.5           398             [CONTOUR
        824.5           396             [CONTOUR
        842.5           394             [CONTOUR
        856.5           392             [CONTOUR
        872.5           390             [CONTOUR
        880.5           388             [CONTOUR
        898.5           386             [CONTOUR
        915.5           384             [CONTOUR
        925             382.51
        936.5           382             [CONTOUR
        948.5           380             [CONTOUR
        950             379.91
        963.5           378             [CONTOUR
        975             377.71
        982.5           376             [CONTOUR
        1000            376.01          RAIL
        1075            372.41          RAIL
        1075.5          372             [CONTOUR
        1100            371.51
        1125            371.21
        1150            371.41
        1175            372.31
        1200            373.61
        1220.5          374
        1300.5          380
        [1367.5          388

        End of Top of Structure Data



        Start of Bridge Data

                Deck Thickness  2.0
                Rail Height 2.8
                Data Centerline 1037.5

                Abutment Station 1000
                Fill Station 1016

                Pier [1

                Centerline 1017
                Width   1

                Pier [2

                Centerline 1057
                Width   1

                Fill Station 1058
                Abutment Station 1075


        End of Bridge Data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1028          .16500              Centerline
          1111          .16500
         End            100.00000

     End of N-Values

END OF STRUCTURE



START OF CROSS SECTION [ XSECT 1.3 UNT Z to ENO RIVER

        XSect 2165
        Comment Card X-SECT 1.3
        Comment Card X-Sect C (HSMM Draft)
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data
        Final Centerline 5000

        START OF FIELD DATA [Field Data From Xsect 2.0

                Relate to Invert
                LOOKING U/S
                Data Centerline 1015.5

                STATION         ROD             COMMENT

                980             5.3
                990             4.7
                1000            4.9             [CHANNELBANK [TOB
                [1007            9.9             [ON SAND BAR
                1010            9.1             [T/E
                1014            9.7
                1016            9.1             [T/E
                1017            9.05            [ON SAND BAR
                1019            9.3             [IN BACKWATER
                1023            6.8
                1031            4.9             [CHANNELBANK [TOB
                1041            5.1
                1051            5.5
                1077            4.7             [TOE OF SLOPE
                1095            0.7             [ON SLOPE

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       COMMENT

                1000            390
                1024            380
                1042            370
                1060            360
                1067            358             Channelbank
                [1075            356
                1081                            Centerline
                1084            356
                1087            358             Channelbank
                1096            360
                1220            360
                1381            362
                1395            364
                1402            366
                1414            368
                1430            370
                1447            372
                1461            374
                1473            374
                1492            376
                1514            378
                1532            380

        End of Topo data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1067          .14500              Centerline
          1372          .16500
          1400          .19500
         End            100.00000

     End of N-Values



END OF CROSS SECTION

START OF CROSS SECTION [ XSECT 1.7 UNT Z to ENO RIVER

        XSect 2720
        Comment Card X-SECT 1.7
        Comment Card X-Sect D (HSMM Draft)
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data
        Final Centerline 5000


        START OF FIELD DATA [Field Data From Xsect 2.0
                Relate to Invert
                Data Centerline 1015.5
                X Factor 1.2

                LOOKING U/S
                STATION         ROD             COMMENT

                [980             5.3
                [990             4.7
                1000           4.9             [CHANNELBANK [TOB
                [1007            9.9             [ON SAND BAR
                1010            9.1             [T/E
                1014            9.7
                1016            9.1             [T/E
                1017            9.05            [ON SAND BAR
                1019            9.3             [IN BACKWATER
                1023           6.8
                1031           4.9             [CHANNELBANK [TOB
                [1041            5.1
                [1051            5.5
                [1077            4.7             [TOE OF SLOPE
                [1095            0.7             [ON SLOPE

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       COMMENT

                1000            380
                1011            376
                1018            372
                1022            372
                1033            370
                1039            368
                1053            366
                1069            364
                1096            362
                1178            362             CHANNELBANK
                1193                            Centerline
                1210            362             CHANNELBANK
                1217            364
                1232            370
                1248            376
                1262            380
                1284            384
                1297            388

        End of Topo data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1175          .14500              Centerline
          1246          .16500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION [ XSECT 2.0 UNT Z to ENO RIVER

        XSect 3556
        Comment Card X-SECT 2.0
        Comment Card X-Sect E (HSMM Draft)
        Blend Data Based on Field Data
        Final Centerline 5000


        START OF FIELD DATA

        [BS TO 368' CONTOUR, 30' RT OF CL)   Changed to 370 contour in office
        [BS +4.92

              HI 374.92
              LOOKING U/S

              STATION     ROD   COMMENT

              980         5.3
              990         4.7
              1000        4.9   CHANNELBANK [TOB
              [1007        9.9   [ON SAND BAR  (this point not corrrect)
              1010        9.1   [T/E
              1014        9.7
              1016        9.1   [T/E
              1017        9.05  [ON SAND BAR
              1019        9.3   [IN BACKWATER
              1023        6.8
              1031        4.9   CHANNELBANK [TOB
              1041        5.1
              1051        5.5
              1077        4.7   [TOE OF SLOPE
              1095        0.7   [ON SLOPE

        END OF FIELD DATA

     Start of Topo data

          Station       Elevation           COMMENT

          1000           392
          1011           390
          1048           380
          1065           376
          1076           374
          1088           370
          1143           368
          1155                              Centerline
          1190           368
          1345           370
          1358           372
          1375           374
          1403           380
          1410           382
          1420           384
          1450           390
          1460           392
          1468           394

     End of Topo data

     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1068          .16500              Centerline
          1209          .16500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION [ XSECT 2.3 UNT Z to ENO RIVER

        XSect 4522
        Comment Card X-SECT 2.3
        Comment Card X-Sect F (HSMM Draft)
[        Blend Data Based on Field Data
        Blend Data Based on Topo Data
        Final Centerline 5000


        START OF FIELD DATA [Field Data From Xsect 3.0
        Relate to Invert
        Data Centerline 1014

              LOOKING D/S
              X Factor 1.15

              STATION           ROD             COMMENT

                990             5.25
                1000            5.2             CHANNELBANK [TOB
                1004            6.8
                1007            7.1             [ON SAND
                1009            7.25            [T/E
                1011            7.5
                1015            7.25            [T/E
                1018            5.5             Channelbank
               [ 1020            4.2

        END OF FIELD DATA

     Start of Topo data

          Station       Elevation           COMMENT

          1000           400
          1014           396
          1036           392
          1047           390
          1052           388
          1067           386
          1086           384
          1109           382
          1147           380
          1157           378            [CHANNELBANK
          1166                           Centerline
          [1171           378
          1176           380
          1179           382
          1185           384
          1189           386
          1194           388
          1201           390
          1226           400
          1232           402
          1236           404
          1242           406

     End of Topo data

     Start of N-Values

          Channel N-Value  .06200

          Station       N-Value             Comment

          1000          100.00000
          1074          .17000              Centerline
          1156          .13000
          1222          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION [ XSECT 2.5 UNT Z to ENO RIVER

        XSect 5426
        Comment Card X-SECT 2.5
        Comment Card X-Sect G (HSMM Draft)
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data
        Final Centerline 5000


        START OF FIELD DATA  [Field Data from Xsect 2.0
        Relate to Invert
        [X Factor 0.95
        Data Centerline 1015.5

              LOOKING U/S

              STATION     ROD   COMMENT

              980         5.3
              990         4.7
              1000        4.9   CHANNELBANK [TOB
              [1007        9.9   [ON SAND BAR
              1010        9.1   [T/E
              1014        9.7
              1016        9.1   [T/E
              [1017        9.05  [ON SAND BAR
              [1019        9.3   [IN BACKWATER
              [1023        6.8
              [1031        4.9   CHANNELBANK [TOB
              1041        5.1
              1051        5.5
              1077        4.7   [TOE OF SLOPE
              1095        0.7   [ON SLOPE

        END OF FIELD DATA


     Start of Topo data

          Station       Elevation           COMMENT

          1000           420
          1018           418
          1029           416
          1047           414
          1062           412
          1077           410
          1095           406
          1109           404
          [1109           402
          1116           402
          1126           400
          1135           398
          1143           396
          1149           394
          1154           392                    Channelbank
          [1165           390
          1169                                  Centerline
          [1172           390
          1182           392
          1203           394
          1223           396
          1226           398
          1233           400
          1243           402
          1252           404
          1258           406
          1267           408
          1273           410
          1287           412
          1308           416
          1332           420

     End of Topo data

     Start of N-Values

          Channel N-Value  .06200

          Station       N-Value             Comment

          1000          100.00000
          1079          .17000              Centerline
          1158          .13000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

[start of option comment
[COLE MILL RD (SR   )

START OF STRUCTURE

        XSect 6072
        Comment Card COLE MILL RD (SR 1401)
        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 57
        Structure N-value 0.35                  [temp

[       Start of Special Bridge
[       End of Special Bridge

        Levee Left Elevation B 408.16
        Levee Right Elevation B 408.16

        Contraction Length 50

        Start of Special Culvert
                Number of Culverts 1
                Culvert N-Value 0.012
                Entrance Loss Coefficient 0.5
                Weir Flow Coefficient 3.0
                Rise 8
                Span 0
                Length 57
                FHWA Chart 2
                FHWA Scale 1
                Channel Invert Upstream 402.81
                Channel Invert Downstream 402.33
        End oF Special Culvert

        Start of Field Data

                Looking D/S
                Data Centerline 1012[1009.5

                Station         Elevation      Comment

                900             416.81
                925             415.31
                950             414.71
                975             413.61
                1000            407.61          Channelbank Left A B E F
                1010            403.01          [T/E H2O was 1005
                1012            402.81          [CL CULVERT
                1014            403.01          [T/E H2O
                1030            407.81          Channelbank Right A B E F
                1050            410.31
                1075            410.91
                [1100            407.91

        End of Field Data


        Start of Topo Data

          Station       Elevation               Comment

          1000           426
          1018           424
          1029           422
          1057           420
          1073           418
          1089           416
          1101           414
          1119           410
          1126           408
          1138                              Centerline
          1147           408
          1161           410
          [1205           414
          1214           416
          1221           418
          1229           420
          1245           422
          1270           424
          1285           426
          1309           428
          1334           430

        End of Topo Data


        Start of Top of Structure Data

          Data Centerline 1012[1009.5

                Station         Elevation          Comment

                [544.5           428
                [602.5           426
                [635.5           424
                [696.5           422
                [736.5           420
                [804.5           418
                888.5           416
                900             415.40
                925             415.02
                950             414.69
                975             414.41
                [996.5          414
                1000            414.22
                1030            414.12
                1050            414.07
                1075            414.11
                1100            414.20
                1150.5          414
                [1288.5          416
                [1345.5          418
                [1382.5          420
                [1488.5          422
                [1544.5          424
                [1586.5          426
                [1636.5          428
                [1695.5          430

        End of Top of Structure Data


        Start of Culvert Data

                [Rail Height  no rail
                Data Centerline 1012[1009.5

                Circular Culvert

                Diameter 8
                Centerline 1012
                Invert 402.81

        End of Culvert Data

     Start of N-Values

          Channel N-Value  .05600

          Station       N-Value             Comment

          1000          100.00000
          1102          .17000              Centerline
          1188          .13000
          1203          .16000
         End            100.00000

     End of N-Values


END OF STRUCTURE
[end of option comment

START OF CROSS SECTION [ XSECT 2.6 UNT Z to ENO RIVER

        XSect 6670
        Comment Card X-SECT 2.6
        Comment Card X-Sect H (HSMM Draft)
        Blend Data Based on topo Data
        Final Centerline 5000

        START OF FIELD DATA [from x-sect 3.0

                RELATE TO INVERT
                [Data Centerline 1012

                STATION         ROD             COMMENT

                [920             1.0             [ON SLOPE
                [930             2.7             [ON SLOPE
                [940             4.9             [TOE OF SLOPE
                [990             5.25
                1000            5.2             CHANNELBANK [TOB
                1004            6.8
                1007            7.1             [ON SAND
                1009            7.25            [T/E
                1011            7.5
                1015            7.25            [T/E
                1018            5.5             Channelbank
                [1020            4.2             CHANNELBANK [TOB
                [1030           1.8
                [1035           0.75

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

          1000           442
          1018           440
          1041           438
          1085           434
          1119           430
          1133           428
          1155           426
          1187           424
          1215           422
          1245           420
          1262           418
          1280           416
          1292                              Centerline
          1320           416
          1327           418
          1339           420
          1372           426
          1398           430
          1422           434
          1434           436
          1447           438
          1464           440
          1500           446

        End of Topo data

     Start of N-Values

          Channel N-Value  .05600

          Station       N-Value             Comment

          1000          100.00000
          1071          .17000              Centerline
          1148          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION



START OF CROSS SECTION [ XSECT 2.7 UNT Z to ENO RIVER

        XSect 7007
        Comment Card X-SECT 2.7
        Comment Card X-Sect I (HSMM Draft)
        Blend Data Based on topo Data
        Final Centerline 5000

        START OF FIELD DATA [from x-sect 3.0

                RELATE TO INVERT
                Data Centerline 1012

                STATION         ROD             COMMENT

                [920             1.0             [ON SLOPE
                [930             2.7             [ON SLOPE
                [940             4.9             [TOE OF SLOPE
                [990             5.25
                [1000            5.2             CHANNELBANK [TOB
                [1004            6.8
                [1007            7.1             [ON SAND
                1009            7.25            [T/E
                1011            7.5
                1015            7.25            [T/E
                1018            5.5
                [1020            4.2             CHANNELBANK [TOB
                [1030           1.8
                [1035           0.75

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            444
                1025            442
                1045            440
                1075            438
                1100            436
                1138            434
                1181            432
                1208            430
                1235            428
                1250            426
                1260            424
                1268            422
                1330            420             Channelbank
                1335                            Centerline
                1346            420             Channelbank
                1351            422
                1362            424
                1372            426
                1376            428
                1382            430
                1406            440
                1457            450

        End of Topo data

     Start of N-Values

          Channel N-Value  .05600

          Station       N-Value             Comment

          1000          100.00000
          1071          .17000              Centerline
          1148          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION [ X-SECT 3.0 UNT Z to ENO RIVER

        XSect 7969
        Comment Card X-SECT 3.0
        Comment Card X-Sect J (HSMM Draft)
        Blend Data Based on Field Data
        Final Centerline 5000

        START OF FIELD DATA

                [BS TO 432' CONTOUR, 25' RT OF CL)
                [BS +5.17

                HI 437.17
                LOOKING U/S

                STATION         ROD             COMMENT

                920             1.0             [ON SLOPE
                930             2.7             [ON SLOPE
                940             4.9             [TOE OF SLOPE
                990             5.25
                1000            5.2             CHANNELBANK [TOB
                1004            6.8
                1007            7.1             [ON SAND
                1009            7.25            [T/E
                1011            7.5
                1015            7.25            [T/E
                1018            5.5
                1020            4.2             CHANNELBANK [TOB
                1030            1.8
                1035            0.75


        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            460
                1010            458
                1018            454
                1031            452
                1038            450
                1067            440
                1081            432
                1087                            Centerline
                1108            432
                1162            434
                1172            436
                1179            438
                1190            440
                1200            444
                1209            446
                1218            448
                1227            450
                1242            452

        End of Topo data

     Start of N-Values

          Channel N-Value  .05600

          Station       N-Value             Comment

          1000          100.00000
          1065          .17000              Centerline
          1175          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

[Gazebo
START OF STRUCTURE

        XSect 8261
        Comment Card Gazebo over UNTZ behind house at 713 Chalice St.
        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 14              [max    (6' walkway)
        Structure N-value 0.035         [estimate.

        [Start of Special Bridge
        [End of Special Bridge

        Levee Right Elevation B C D 600
        [Maximum low chord 439

        Start of Field Data

                Relate to invert
                Looking U/S                     [From Field Data
                [Data Centerline
                HI 442.56

                Station         Rod             Comment

                1000            10.1            Channelbank Right A B E F
                1003            10.5            [Channelbank Right A F
                1009            13.7
                1013            13.8
                1016            10.5
                [1017            12.6
                1019.5          11.2            Channelbank Left A B E F
                1027            11.5
                1034            11.8
                1041            11.65
                1096            11.4
                [1122            5.1

        End of Field Data

        Start of Topo data

                Station         Elevation       Coment
                1000            468
                1007            466
                1023            464
                1034            462
                1047            460
                1077            450
                1090            448
                1105            444
                1117            440
                1132            438
                1160            436
                [1216            434
                1224                            Centerline
                [1229            434
                1235            436
                1245            438
                1256            440
                1269            444
                1290            450
                1308            452
                1327            454

        End of Topo data

        Start of Top of Structure Data

          Looking U/S
          HI 442.56
          Data Centerline 1013

                Station         Rod             Comment

                927.5           -20.5           [office gen.
                999.9           -20.5           [office gen.
                1000            5.42
                1034            5.55
                1038            8.11
                1041            8.13

        End of Top of Structure Data


        Start of Bridge Data

                [Rail Height included in t/r points
                Data Centerline 1013
                Deck Thickness 1.0
                Looking U/S

                Abutment Station 1000
                Fill Station 1000.1

                Pier [1st post
                        Centerline 1005
                        Width .50

                Pier [2nd post
                        Centerline 1019.5
                        Width .5

                Pier [3rd post
                        Centerline 1024
                        Width .50

                Pier [4th post
                        Centerline 1029
                        Width .5

                Pier [5th post
                        Centerline 1034
                        Width .5

        Fill Station 1040.9
        Abutment Station 1041

        End of Bridge Data

     Start of N-Values

          Channel N-Value  .05600

          Station       N-Value             Comment

          1000          100.00000
          1065          .14000              Centerline
          1175          .16000
         End            100.00000

     End of N-Values

END OF STRUCTURE


[FERRAND DR

START OF STRUCTURE

        XSect 8998
        Comment Card SR 1585 (Ferrand Dr.)
        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 74
        Structure N-value 0.012

        Contraction Length 50.0

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

        Levee Left Elevation B 448.7
        Levee Right Elevation B 448.7

start of option cantuse
        Start of Special Culvert
                Number of Culverts 2
                Culvert N-Value 0.012
                Entrance Loss Coefficient 0.8
                Weir Flow Coefficient 3.0
                Rise 6
                Span 0
                Length 74
                FHWA Chart 2
                FHWA Scale 3
                Channel Invert Upstream 441.04
                Channel Invert Downstream 440.48
        End Of Special Culvert
end of option cantuse

        Start of Field Data

                Looking D/S
                Data Centerline 1003

                Station         Elevation      Comment

                925             459.94
                950             457.89
                975             453.34
                1000            442.24          CHANNELBANK Left A B F
                1003            441.04
                1006            442.34          CHANNELBANK Right A B F
                1025            447.14
                1050            448.24
                1075            448.64
                1100            451.64

        End of Field Data

        Start of Topo data

                Station         Elevation       Coment

                1000            470
                1015            468
                1029            466
                1045            464
                1056            462
                1070            460
                1083            458
                1092            456
                1118            450
                1125            448
                1129            446
                1138            444
                1145                            Centerline
                1156            444
                1183            446
                1216            448
                1228            450
                1240            452
                1253            454
                1268            456
                1281            458
                1293            460
                1309            462
                1334            466
                1354            470
                1434            474

        End of Topo data

        Start of Top of Structure Data

          Data Centerline 1003

                Station         Elevation          Comment

                [608             480
                [664             478
                [696             476
                [722             474
                [756             472
                [818             470
                [850             468
                886             466
                904             464
                925             461.79
                950             459.51
                [960             460
                975             457.51
                1000            455.82
                1025            454.95
                1050            454.70
                [1068            454
                1075            454.60
                1100            454.75
                1264            458
                [1362            459

        End of Top of Structure Data


        Start of Culvert Data

                [Rail Height  no rail
                Data Centerline 1003

                Circular Culvert

                Diameter 6
                Centerline 1003
                Invert 441.04

        End of Culvert Data

     Start of N-Values

          Channel N-Value  .06300

          Station       N-Value             Comment

          1000          100.00000
          1027          .17000              Centerline
          1170          .17500
         End            100.00000

     End of N-Values

END OF STRUCTURE


START OF CROSS SECTION
[ XSECT 4.0 UNT Z to ENO RIVER

        XSect 9916
        Comment Card Cross Section XSECT 4.0
        Comment Card X-Sect K (HSMM Draft)
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data
        Final Centerline 5000

        START OF FIELD DATA
        [(BS TO 454' CONTOUR, 20' LT OF CL)
        [BS +5.60=   459.6
        HI 459.6
        LOOKING D/S

        STATION      ROD      COMMENT

            [990      6.3
           1000      8.5        CHANNELBANK [TOB
           1001      9.7        [T/E
           1003     10.2        Centerline
           1005      9.7        [T/E
           1005.5    8.9        CHANNELBANK [TOB
           1008      7.9
           1025      6.7

        END OF FIELD DATA

        Start of Topo data

          Station       Elevation           Coment

          1000           476
          1029           474
          1059           472
          1083           470
          1094           468
          1100           466
          1110           464
          1121           462
          1127           460
          1139           458
          1149           456
          1154           454
          1165           452
          1173                              Centerline
          1181           452
          1186           454
          1194           456
          1205           458
          1217           460
          1230           464
          1246           468
          1256           470
          1272           472
          1286           474
          1300           476
          1318           478
          1331           480

     End of Topo data

     Start of N-Values

          Channel N-Value  .06700

          Station       N-Value             Comment

          1000          100.00000
          1050          .16500              Centerline
          1157          .17500
         End            100.00000

     End of N-Values

End of Cross Section


[ROCKY SPRINGS DR.
START OF STRUCTURE

        XSect 10737
        Comment Card SR 1532 (Rocky Springs Rd)
        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 69
        Structure N-value 0.011

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

        Contraction Length 50.0

        Levee Left Elevation B 467.31
        Levee Left Elevation B 467.31

start of option special_c
        Start of Special Culvert
                Number of Culverts 2
                Culvert N-Value 0.011
                Entrance Loss Coefficient 0.10
                Weir Flow Coefficient 3.0
                Rise 3.33
                Span 0
                Length 69
                FHWA Chart 1
                FHWA Scale 3
                Channel Invert Upstream 461.9
                Channel Invert Downstream 461.66
        End Of Special Culvert
end of option special_c

        Start of Field Data

                Looking D/S
                Data Centerline 1004.75

                Station         Elevation      Comment

                900             469.71
                925             468.81
                950             467.81
                975             466.71         [ CHANNELBANK Left A B F
                1000            463.51          Channelbank Left A B F
                1001            462.11          [T/E H2O CL CULVERT
                1008            461.71          [CL CULVERT
                1009            462.11          [T/E H2O
                1009.5          462.51          Channelbank Right A B F
                1025            468.31         [ CHANNELBANK Right A B F
                1050            469.01
                1075            468.91
                1100            472.09

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                [1000            490
                [1033            488
                1056            486
                1102            484
                1137            482
                1231            480
                1248            478
                1268            476
                [1297            474
                1332            472
                1379            470
                [1388            468
                [1393            466
                1402                                    Centerline
                [1430            466
                [1446            468
                [1480            470
                [1625            472
                [1741            474
                [1819            476
                [1897            478

        End of Topo data

        Start of Top of Structure Data

                Looking D/S
                Data Centerline 1004.0

                Station         Elevation          Comment

                694             480
                758             478
                793             476
                838             474
                [867             472
                900             469.90
                [921             470
                925             469.31
                950             468.89
                975             468.56
                1000            468.25
                1009.5          468.23
                1025            468.29
                1050            468.38
                1070            468.59
                [1100            468.79
                [1150            470
                [1237            472
                1309            474
                1358            476
                1390            478
                1430            480

        End of Top of Structure Data


        Start of Culvert Data

                [Rail Height  no rail
                Data Centerline 1004.75

                Circular Culvert

                Diameter 3.33
                Centerline 1001.7
                Invert 461.90

                Circular Culvert

                Diameter 3.33
                Centerline 1007.8
                Invert 461.90           [TBM ER-4 (465.23) Chiseled X top of pipe
                                        [               465.23
                                        [               - 3.33
                                        [               ------
                                        [               461.90

        End of Culvert Data


     Start of N-Values

          Channel N-Value  .05100

          Station       N-Value             Comment

          1000          100.00000
          1015          .19000
          1113          .09000              Centerline
          1286          .11000
         End            100.00000

     End of N-Values

END OF STRUCTURE


[SPARGER SPRINGS LN.

START OF STRUCTURE

        XSect 11384
        Comment Card Sparger Springs Road
        Final Centerline 5000
[       Print Xsect  B C D E         [Normal Bridge
        Print Xsect A B D             [Special Bridge
        Blend Data Based on Field Data
        Structure Width 150
        Structure N-value 0.010

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

        Contraction Length 50.0

start of option special_c
        Start of Special Culvert
                Number of Culverts 1
                Culvert N-Value 0.011
                Entrance Loss Coefficient 0.10
                Weir Flow Coefficient 3.0
                Rise 3.5
                Span 0
                Length 150
                FHWA Chart 1
                FHWA Scale 2
                Channel Invert Upstream 468.80
                Channel Invert Downstream 468.12
        End Of Special Culvert
End of option special_c

        Levee Left Elevation D 479.0
        Levee Right Elevation D 479.0

        Levee Left Elevation B E 472.0
        Levee Right Elevation B E 472.0

        Start of Field Data

                Data Centerline 1002

                Station         Elevation      Comment

                900             472.40
                925             472.10
                950             471.40
                975             471.80          [CHANNELBANK left A B F
                1000            469.70          [Channelbank Left A B F
                1002            468.80          [CL CULVERT
                1007            470.00          [Channelbank Right A B F
                1025            474.10          [CHANNELBANK right A B F
                1050            476.60
                1075            479.50
                1100            482.00

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            494
                1026            492
                1083            490
                1102            488
                1140            486
                1162            484
                1209            482
                1235            480
                1266            478
                1311            476
                1477            474
                1522            472             Channelbank Left A B F
                1538                            Centerline
                1548            472             Channelbank Right A B F
                1565            474
                1591            476
                1608            478
                1629            480
                1650            482
                1671            484
                1693            486
                1717            488
                1736            490
                1754            492
                1769            494
                1789            496

        End of Topo data

        Start of Top of Structure Data

          Data Centerline 1002

                Station         Elevation          Comment

                384             494
                486             492
                542             490
                571             488
                595             486
                618             484
                657             482
                691             480
                720             478
               [900             478.78          [AN ADJACENT ROAD
                925             479.06
                950             479.18
                [975             477.92
                1000            479.53
                1007            479.96
                1025            481.05
                1050            481.97
                1075            482.82
                1100            484.24
                1137            484
                1182            488
                1218            492


        End of Top of Structure Data


        Start of Culvert Data

                [Rail Height  no rail
                Data Centerline 1002

                Circular Culvert

                Diameter 3.5
                Centerline 1002
                Invert 468.80


        End of Culvert Data

     Start of N-Values

          Channel N-Value  .07100

          Station       N-Value             Comment

          1000          100.00000
          1077          .19000              Centerline
          1249          .18000
         End            100.00000

     End of N-Values

END OF STRUCTURE

Begin Verbatim
NC0.18  0.18    0.071   0.1     0.3
End Verbatim

START OF CROSS SECTION
[ XSECT B of I-85

        XSect 11520
        Comment Card Cross Section XSECT B of I-85
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data
        Final Centerline 5000
        Levee Left Elevation 478.5
        Levee Right Elevation 478.5

        START OF FIELD DATA
                Relate to Invert
                Data Centerline 1002

                STATION         Elevation       COMMENT

                975             471.80          [CHANNELBANK
                1000            469.70          [Channelbank
                1002            468.80
                1007            470.00          [Channelbank
                1025            474.10          [CHANNELBANK
                [1050            476.60

        END OF FIELD DATA

        Start of Topo data

                Station         Elevation       Comment

                1000            494
                1026            492
                1083            490
                1102            488
                1140            486
                1162            484
                1209            482
                1235            480
                1266            478
                1311            476
                1477            474
                1522            472             Channelbank
                1538                            Centerline
                1548            472             Channelbank
                1565            474
                1591            476
                1608            478
                1629            480
                1650            482
                1671            484
                1693            486
                1717            488
                1736            490
                1754            492
                1769            494
                1789            496


     End of Topo data


End of Cross Section

Begin Verbatim
NC                      0.6     0.8
End Verbatim

[I 85
START OF STRUCTURE

        XSect 11634
        Comment Card I 85
        Final Centerline 5000
[       Print Xsect  B C D E F         [Normal Bridge
        Print Xsect D F              [Special Bridge
        Blend Data Based on Field Data
        Structure Width 186
        Structure N-value 0.011

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

        [Levee Left Elevation B 478.5
        [Levee Right Elevation B 478.5

        Contraction Length 40.0
        [Contraction Coefficient D 0.6             [0.6 used due to culvet
        [Expansion Coefficient D 0.8               [0.8  "      "     "

start of option special_c
        Start of Special Culvert
                Number of Culverts 1
                Culvert N-Value 0.011
                Entrance Loss Coefficient 0.5
                Weir Flow Coefficient 3.0
                Rise 4
                Span 0
                Length 186
                FHWA Chart 1
                FHWA Scale 1
                Channel Invert Upstream 475.10
                Channel Invert Downstream 471.23
        End Of Special Culvert
end of option special_c

        Start of Field Data

             Looking D/S
             Data Centerline 1004.5
             Relate to Invert

                Station         Elevation       Comment

                [925             482.8
                [950             482.6
                975             480.4
                1000            476.8           Channelbank Left F
                1003            475.3           [T/E H2O
                1005            475.0           [CL OF CULVERT ON GROUND
                1006            475.3           [T/E H2O
                1009            475.9           Channelbank Right F
                1025            480.4
                [1050            479.3
                [1075            480.0

        End of Field Data

     Start of Topo data

                Station         Elevation       Comment

                1000            504
                1049            502
                1097            500
                1131            498
                1165            496
                1201            494
                1237            492
                1271            490
                1289            488
                1301            486
                1321            484
                1332            482
                1378                            Centerline
                1408            482
                1443            484
                1481            486
                1547            488
                1603            490
                1637            492
                1669            494
                1685            496
                1709            498
                1733            500

        End of Topo data


        Start of Top of Structure Data

                Data Centerline 1004.5

                Station         Elevation       Comment

                [431.5          492
                639.5           494
                808.5           496
                925             496.78
                [941.5           498
                950             497.06          RAIL
                975             497.39
                1000            497.57
                1025            497.85
                1050            498.13          RAIL
                1075            498.44
                [1114.5          500
                1327.5          502
                1560.5          504
                1723.5          506
                1877.5          508
                1975.5          510
                2100.5          512

        End of Top of Structure Data

        Start of Culvert Data

                Rail Height 2.9
                Data Centerline 1004.5


                Circular Culvert

                Diameter 4
                Centerline 1005
                Invert 475.1

        End of Culvert Data


     Start of N-Values

          Channel N-Value  .07100

          Station       N-Value             Comment

          1000          100.00000
          1139          .19000              Centerline
          1243          .18000
         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:  UNT Z            ENG:DMK  ET:JAF       Comm. No. 2379
T3      UNT Z Floodway                 Date: %DATE           100-yr Floodway
J1      6.0                                                       339.24
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: UNT Z to ENO RIVER  Eng:JHM  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE        50-year event
J1      3.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT Z to ENO RIVER  Eng:JHM  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE        100-year event
J1      4.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT Z to ENO RIVER  Eng:JHM  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE        500-year event
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

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

[ =============================================================================
                        Start of Option Historical
[============ Begin Profile  5-yr

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


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

[============ Begin Profile  25-yr
Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   UNTZ to ENO   Eng:DMK  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
[ =============================================================================

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT Z to ENO RIVER  Eng:JHM  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE        100-year event
J1      4.0                     %SLOPE                           %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name: UNT Z to ENO RIVER  Eng:JHM  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE        500-year event
J1      5.0                     %SLOPE                           %SWSEL
J215.           -1.0
End Verbatim

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


Begin Verbatim
Blank Line
Blank Line
Blank Line
ER
End Verbatim
