Suppress Warnings
Suppress XSect
Station Separation 0.1
[ ========================= Select Profile ====================================

LET %DATE = 08/17/92    [PRESENT DATE
LET %SLOPE = 0.0014     [0.0007      [STARTING SLOPE
LET %SWSEL = 242        [STARTING WATER SURFACE
LET %SWSELFW = 245.08   [STARTING WATER SURFACE for the floodway is set at
                        [the same elevation as the 100-year event since
                        [downstream of our first cross section is Jordan
                        [Lake and no encroachments can occur in this area.

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

[Activate Option FEMAFL          [Encroachment Stations
Activate Option HSMMFL          [Encroachment Stations

[Activate Option Historical    [ Note: for historical turn off I40
[Activate Option Mapping

Activate Option I40

[Activate Option Detailed_Output
Activate Option Summary_150
[Activate Option HSMM_FW_Output

Adjust Final Stationing 949 [This adjust stream stations to feet above county line.

Adjust Channel N-Values  0.90    [0.85   [ 0.90
Adjust Overbank N-Values 0.80    [0.85  [ 0.90



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


         Northeast CR.


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


        Engineer : Thomas Hale

        Design Technician : Thomas Hale
        Key Punch Check   :


        **  Additions and revisions made by:


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

     Historical Data


        FIELD INTERVIEWS

            Field interviews were obtained during field investigations.

        1)  Witness: Winnifred Newnam
            Address: 1901 Sedwick Drive

            Phone: 919 544-2265

            The witness has lived in the area for approximately 33 years.
            She stated that Sedwick Drive was overtopped Once in the 33 years.
            This occured in circa 1971 +/-.  The bridge was overtopped for about
            10 mins. after a major cloud burst.


            Interviewer: CEM

            Historical Elevation Reduction: Min top of road 250.40

                There are  past or existing gage stations on the Northeast CR.


                At SR 1100 :

                Q =  6293   cfs              10       -    -year discharge

                High Water EL =  250.4 +               - surveyed

                Cross Section 15652

                HEC2 elevation =   252.93



        2)  Witness: Hazel Blackwood
            Address: 4348 S. 7 Alston Rd

            Phone: Unlisted

            The witness has lived in this area for approximately 28 years.
            She stated that the highest she had seen the water occured once
            in the 28 years.  The high water event occured in circa 1975.
            She indicated a spot in her yard by chicken coop.

            Interviewer: TAK

            Historical Elevation Reduction: The surveyed elevation
            for this spot is 268.55 +/-.

            Top of Road =   min 268.63 approx. 35' to right of struc.

                There is an existing gage station on  Northeast CR.


                At SR  1100:

                Q = 6293 cfs                10 -year discharge

                Cross Section 30446

                HEC2 elevation =  273.47



        3)  Witness: Elwood Johnson
            Address: 2521 E. Cornwallis

            Phone: 919 544-2003

            The witness has lived in this area for approximately 45 years.
            He stated that the highest he had seen the water occured once
            in the 45 years.  The high water event occured in circa Dec 1972.
            He indicated a spot in residence .8 feet above the floor.

            Interviewer: CEM

            Historical Elevation Reduction: The surveyed elevation
            for this spot is 279.93+/-.


                There is an existing gage station on  Northeast CR.


                At SR 1100:

                Q = 6293 cfs            10     -   -year discharge

                Cross Section U/S of 36557 and D/S of 36819

                HEC2 elevation = between 279.33 and 279.92




     Data for Calibration


Adjusted   Historical      Q (cfs)    Elev.
     Event  XSect     XSect      Elevation   Tr  HEC1       HEC2

     1      15652                250.40+  250.40 6293       250.66
     2 near 30446                268.55+- 268.63 6293       271.55
     3 near 36660                279.93+-        6293       279.68


     Historical events seem


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

     Reference Point

        Northeast CR. model's stream cross sections are referenced in
        feet above the Durham County Boundary.


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

     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

        Northeast CR. has been previously studied.  The starting station
        for Northeast CR. is at  Durham County Boundary.

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

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

              Sta.      WSEL

              2730      232.8   [At SR 1100
              15652     241.7   [At Sedwick Dr.

              SS = (241.8-232.8)/(15652-2730)= 0.0006965

          **  SS = 0.0007
             ==============


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

              Sta.      Invert
              2730      230.7   [At SR 1100
              15652     239.4   [At Sedwick Dr.

              SS = 8.7/12922 = 0.0006732

              SS = 0.0007



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

     Hydrology

      HEC-1  --

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


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

             Available Options set-up within Code File:


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

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

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

             Historical:  Print Historical - Calibration Runs

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

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


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

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

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

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

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

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

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

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

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

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

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

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

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



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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      NEC     Historic               Date: %DATE           Hist,   2-yr
J1      7.0                     %SLOPE                            %SWSEL
J21.            -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:  Northeast CR.        Eng:TFH  ET:TFH       Comm. No. 2379
T3      NEC     100-Year               Date: %DATE           100-year
J1      4.0                      %SLOPE                           %SWSEL
J21.            -1.0
J3150.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim

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



Start of Invert Data

        Station         Elevation       Comment

        [0                               [CONFUNTNEC
        [603             232             [CONTOUR
        603             230             [2' depth minus contour 232 = 230
        2730            230.7           [NECSR1100
        [3464            234             [CONTOUR
        [3748                            [A-NECX-SECT0.3
        [4189                            [B-NECS-SECT0.7
        5156            231.95          [C-NECX-SECT1.0
        [6065                            [D-NECX-SECT1.5
        6802            232.18          [E-NECX-SECT2.0
        [6866            236             [CONTOUR
        [7633                            [F-NECX-SECT2.5
        8590            234.29          [G-NECX-SECT3.0
        [9424                            [H-NECX-SECT3.5
        10410           234.55          [I-NECX-SECT4.0
        [10887           238             [CONTOUR
        [11204                           [J-NECX-SECT4.5
        12138           233.6           [K-NECX-SECT5.0
        [12208                           [CONFBC
        [13219           240             [CONTOUR
        [13241                          [L-NECX-SECT5.3
        [14033                           [M-NECX-SECT5.6
        14908           237.0           [N-NECX-SECT7.0
        15652           239.4           [NECSEDWICKDR
        [15790           242             [CONTOUR
        [16297                           [O-NECX-SECT7.3
        [17051                           [P-NECX-SECT7.7
        [17519           244             [CONTOUR
        18011           241.59          [Q-NECX-SECT8.0
        [18693           246             [CONTOUR
        [18964                           [R-NECX-SECT8.5
        [19516                           [S-NECX-SECT8.7
        19811           243.5           [T-NECX-SECT9.0
        [20575                           [U-NECX-SECT9.3
        [20991                           [V-NECX-SECT9.7
        21876           243.69          [W-NECX-SECT10.0
        [21892           248             [CONTOUR
        [22739                           [X-NECX-SECT10.3
        [23483                           [Y-NECX-SECT10.5
        [24223                           [Z-NECX-SECT10.7
        24691           247.8
        [24713           247.9           [NECHWY54
        24734           247.9
        [25227           250             [CONTOUR
        [25517                          [AA-NECX-SECT10.9
        25814           246.5           [AB-NECX-SECT11.0
        26867           250.5  [250.5        [D/S OF I-40  [calculated at a 0.05 slope
        [27002                           [NECI-40
        27137           251.6           [U/S of I-40
        [27908                          [AC-11.4
        [28320                           [CONFNENP
        29047.5         256.3           [D/S Invert
        [29082           256.4           [NECHWY55
        29116.5         256.4           [U/S invert of NC 55
        29461.5         258.6           [D/S INVERT OF RR
        [29485                           [NECD&SRR
        29508.5         258.9           [U/S INVERT OF RR
        30446           257.1           [NECALSTON
        30460           257.1           [U/S invert Alston Rd.
        [31059           260             [CONTOUR
        [31097                           [AD-NECX-SECT11.8
        31842           253.81          [AE-NECX-SECT12.0
        [32620                           [AF-NECX-SECT12.5
        [33229           262             [CONTOUR
        33613           259.04          [AG-NECX-SECT13.0
        [34190           264             [CONTOUR
        [34574                           [AH-NECX-SECT13.5
        [35103           266             [CONTOUR
        35402           261.9           [AI-NECX-SECT14.0
        [35691           268             [CONTOUR
        [36043                           [AJ-NECX-SECT14.3
        [36510           270             [CONTOUR
        [36557                           [AK-NECOLD1121
        36884           267.6           [NECSR1121
        36947.5         267.6           [U/S invert SR 1121
        [37492                           [AL-NECX-SECT14.7
        [37670           272             [CONTOUR
        38443            270.39         [AM-NECX-SECT15.0A
        [38859           274             [CONTOUR
        [39116                           [AN-NECX-SECT15.3
        [39816                           [AO-NECX-SECT15.7
        [40319           276             [CONTOUR
        40623           274.21          [AP-NECX-SECT16.0
        [41048           278             [CONTOUR
        [41515           280             [CONTOUR
        [41541                           [AQ-NECX-SECT16.3
        [41919           282             [CONTOUR
        [42503                           [AR-NECX-SECT16.7
        [42711           284             [CONTOUR
        [43182           286             [CONTOUR
        43445           282.98          [AS-NECX-SECT17.0
        [44234           288             [CONTOUR
        [44329                           [AT-NECX-SECT17.3
        45587           288.8           [NECSR1951
        46382           290             [CONTOUR



End of Invert Data

Start of Discharge Data

                [                                                  2-year    5-year    25-year
        [XSect       10-yr   50-yr   100-yr    500-yr    Floodway  Hist      Hist.     Hist.
        [STATION 0.1 AT CONFLUENCE OF NEC WITH UNT TO NEC
        [STATION 1 JUST U/S OF CONFLUENCE WITH NEC.

        0.1          6358    9168    10618   14932       10618      3382     5016
        1.0          6293    9080    10519   14803       10519      3343     4963
        5156         6293    9086    10528   14822       10528      3339     4961
        9956         6374    9203    10665   15020       10665      3379     5025
        12208        5857    8515    9892    14011       9892       3055     4593
        24713        6223    9049    10509   14874       10509      3237     4875
        28320        4630    6727    7812    11055       7812       2412     3630
        36057        2947    4350    5078    7274        5078       1482     2283
        39557        2394    3536    4130    5923        4130       1201     1853
        45587        1999    2963    3465    4984        3465       995      1543

End of Discharge Data




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

Start of Option HSMMFL
Start of Encroachment Data

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

2443.9   0  0   0   0   0   9.11   0  0    4860  5510  [ SR 1100 had to widen
2719.5   0  0   0   0   0   9.11   0  0    4860  5510  [ to 600 feet to match
2720.5   0  0   0   0   0   9.11   0  0    4860  5510  [ effective study
2739.5   0  0   0   0   0   9.11   0  0    4860  5510
2740.5   0  0   0   0   0   9.11   0  0    4860  5510
2809.4   0  0   0   0   0   9.11   0  0    4860  5510

3748.0   0  0   0   0   0   9.11   0  0    4940  5850  [ x-sect 0.3
4189.0   0  0   0   0   0   9.11   0  0    4420  5560
5156.0   0  0   0   0   0   9.11   0  0    4718  5792
6065.0   0  0   0   0   0   9.11   0  0    4840  5987
6802.0   0  0   0   0   0   9.11   0  0    4980  5444
7633.0   0  0   0   0   0   9.11   0  0    4856  5430
8590.0   0  0   0   0   0  10.41   0  0       0     0  [ x-sect 3.0
13241.   0  0   0   0   0   9.11   0  0    3980  5280  [ widened to match exist study
14033.   0  0   0   0   0   9.11   0  0    4140  5350  [ widened to match lower surcharge at next x-sect
14908.   0  0   0   0   0   9.11   0  0    4168  5350
15403.   0  0   0   0   0   9.11   0  0    4700  5100
15633.   0  0   0   0   0   9.11   0  0    4700  5100
15670.   0  0   0   0   0   9.11   0  0    4700  5100
15728.   0  0   0   0   0   9.11   0  0    4700  5100
16297.   0  0   0   0   0   9.11   0  0    4660  5320
17051.   0  0   0   0   0   9.11   0  0    4230  5110
18011.   0  0   0   0   0   9.11   0  0    4170  5180
18964.   0  0   0   0   0   9.11   0  0    4320  5280
19516.   0  0   0   0   0   9.11   0  0    4660  5440
19811.   0  0   0   0   0   9.11   0  0    4470  5240
20575.   0  0   0   0   0   9.11   0  0    4240  5100
20991.   0  0   0   0   0   9.11   0  0    4200  5050
21876.   0  0   0   0   0   9.11   0  0    4420  5350
22739.   0  0   0   0   0   9.11   0  0    3930  5020
23483.   0  0   0   0   0   9.11   0  0    4130  5210
24223.   0  0   0   0   0   9.11   0  0    4640  5300  [ X-Sect 10.7

24502.   0  0   0   0   0   9.11   0  0    4700  5300  [ NC 54
24691.   0  0   0   0   0   9.11   0  0    4700  5300
24734.   0  0   0   0   0   9.11   0  0    4700  5300
24782.   0  0   0   0   0   9.11   0  0    4700  5300

25517.   0  0   0   0   0   9.11   0  0    4640  5600
25814.   0  0   0   0   0   9.11   0  0    4686  5460

26620.   0  0   0   0   0   9.11   0  0    4947  5450  [ I-40
26866.   0  0   0   0   0   9.11   0  0    4947  5450
27137.   0  0   0   0   0   9.11   0  0    4971  5474
27908.   0  0   0   0   0   9.11   0  0    4947  5350  [ X-sect 11.4

28858.   0  0   0   0   0   9.11   0  0    4790  5210  [ NC 55
29046.   0  0   0   0   0   9.11   0  0    4790  5210
29116.   0  0   0   0   0   9.11   0  0    4790  5210
29160.   0  0   0   0   0   9.11   0  0    4790  5210

29460.   0  0   0   0   0   9.11   0  0    4834  5158  [ Railroad
29461.   0  0   0   0   0   9.11   0  0    4858  5140
29508.   0  0   0   0   0   9.11   0  0    4858  5140
29509.   0  0   0   0   0   9.11   0  0    4834  5158
29584.   0  0   0   0   0   9.11   0  0    4834  5158

30271.   0  0   0   0   0   9.11   0  0    4759  5059  [ Alston Road
30431.   0  0   0   0   0   9.11   0  0    4759  5059
30432.   0  0   0   0   0   9.11   0  0    4759  5059
30460.   0  0   0   0   0   9.11   0  0    4759  5059
30461.   0  0   0   0   0   9.11   0  0    4759  5059
30501.   0  0   0   0   0   9.11   0  0    4759  5059

31097.   0  0   0   0   0   9.11   0  0    4700  5185  [ X-Sect 11.8
31842.   0  0   0   0   0   9.11   0  0    4700  5185  [ X-Sect 12.0
32620.   0  0   0   0   0   9.11   0  0    4750  5210  [ X-Sect 12.5
33613.   0  0   0   0   0   9.11   0  0    4740  5580  [ X-Sect 13.0
34574.   0  0   0   0   0   9.11   0  0    4820  5610  [ X-Sect 13.5
35402.   0  0   0   0   0   9.11   0  0    4880  5400  [ X-Sect 14.0
36043.   0  0   0   0   0   9.11   0  0    4900  5380  [ X-Sect 14.3

36557.   0  0   0   0   0  10.41   0  0       0     0  [ Old SR 1121

36819.   0  0   0   0   0   9.11   0  0    4949  5200  [ SR 1121
36947.   0  0   0   0   0   9.11   0  0    4949  5200
36993.   0  0   0   0   0   9.11   0  0    4949  5200

37492.   0  0   0   0   0   9.11   0  0    4900  5100  [ X-Sect 14.7
38443.   0  0   0   0   0   9.11   0  0    4950  5220  [ X-Sect 15.0A
39116.   0  0   0   0   0   9.11   0  0    4837  5313  [ X-Sect 15.3
39816.   0  0   0   0   0   9.11   0  0    4970  5340  [ X-Sect 15.7
40623.   0  0   0   0   0  10.41   0  0       0     0  [ X-Sect 16.0
42503.   0  0   0   0   0   9.11   0  0    4838  5070  [ X-Sect 16.7
43445.   0  0   0   0   0   9.11   0  0    4950  5203  [ X-Sect 17.0
44329.   0  0   0   0   0   9.11   0  0    4930  5094  [ X-Sect 17.3

45454.   0  0   0   0   0   9.11   0  0    4818  5050  [ SR 1951
45546.   0  0   0   0   0   9.11   0  0    4818  5050
45627.   0  0   0   0   0   9.11   0  0    4818  5050
45651.   0  0   0   0   0   9.11   0  0    4818  5050

End of Encroachment Data
End of Option HSMMFL

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


[ SR 1100

START OF STRUCTURE

        XSect 2730
        Comment Card SR 1100
        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 19
       Structure N-value 0.043

 [      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

                900             238.9
                925             238.9
                950             237.9
                975             236.8           [Channelbank Left A B E F
                1000            236.8           Channelbank Left A B E F [Abutment
                1013            232.8           [T/E
                1018            231.9           [C/L Pier 1
                1024            230.7
                1035.5          231.7           [C/L Pier 2
                1052            230.8           [C/L Pier 3
                1065            232.8           [T/E
                1069            233.2           Channelbank Right A B E F[Abutment
                [1100            240.7           [Channelbank Right A B E F
                [1125            240.8          [On fill
                [1150            241.1          [On fill
                [1175            241.0          [On fill

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            250
                1024            246
                1056            244
                1087            242
                1154            240
                1171            238
                1302            236
                1309            234
                1317.5                          Centerline [station needs to be verified
                1344            234
                1381            234             [Channelbank Right A B E F
                1430            236
                1566            236
                1652            238
                1743            240
                1868            242
                2069            248
                2134            250
                [2260            250
                [2376            248
                [2690            248
                [2848            250
                [3310            251
                [3373            252
                [3450            254
                [3549            256
                [3693            258
                [3757            260
                [3791            262


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1037.5

                Station         Elevation       Comment

                421.5           260
                511.5           256
                598.5           252
                635.5           250
                708.5           246
                771.5           244
                820.5           242
                900             242.22
                925             242.17
                950             242.35
                975             242.66
                1000            242.92          Rail
                1069.1          242.96          Rail
                1100            242.50
                1125            242.23
                1150            241.91
                1175            241.56
                [1210.5          240            [topo point, field data more accurate
                1453.5          240
                1783.5          242
                [1864.5          244
                [1946.5          246
                [2344.5          248
                [2576.5          250
                [3150.5          251
                [3211.5          252
                [3290.5          254
                [3388.5          256
                [3534.5          258
                [3597.5          260
                [3632.5          262


        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.7
                RAIL HEIGHT     3.0
                DATA CENTERLINE 1037.5
                [X Factor

                ABUTMENT Station 1000
                FILL Station    1000.1

                PIER [1

                        CENTERLINE 1018
                        WIDTH      1.0

                PIER [2

                        CENTERLINE 1035.5
                        WIDTH      1.0

                PIER [3

                        CENTERLINE 1052
                        WIDTH      1.0

                Fill Station 1069
                Abutment Station 1069.1

        END OF BRIDGE DATA

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1377          .15000              Centerline
          1519          .13000
         End            100.00000



        End of N-Values

END OF STRUCTURE



START OF CROSS SECTION
[ Cross Section 0.3

        XSect 3748
        Comment Card Cross Section A
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data   [from xsect 1.0

                [HI
                Looking U/S
                Data Centerline 1009
                Relate to Invert
                [X Factor 3.5

                Station         Rod     Comment

                980             4.5
                990             5.9
                1000            5.8     Channelbank [TOB
                1001            6.7      [Channelbank [T/E
                1003            8.2      [Channelbank
                1005            9.7
                1009            10.1
                1018            6.7     [T/E
                1022            5.6     Channelbank [ TOB
                1032            4.5     [THICK BRUSH

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                586             262
                599             260
                615             258
                630             256
                644            254
                661            252
                680            250
                694            248
                708            246
                723            244
                743            242
                763            240
                887            240
                936            240.1
                1000           240
                1029           238
                1227           236
                1268           236
                1289           236              [Channelbank
                1310                              Centerline
                1380           236              [Channelbank
                1743           238
                1839           238
                1950           236
                2006           236
                2130           238
                2175           240
                2358           246
                2421           248
                2506           250
                2627           250
                2745           248
                3057           248
                3215           250
                3678            251
                3740            252
                3817            254
                3901            256
                4059            258
                4120            260
                4154            262

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1279          .15000              Centerline
          1897          .13000
          2434          .17000
         End            100.00000

     End of N-Values



END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 0.7

        XSect 4189
        Comment Card Cross Section B
        Final Centerline 5000
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data


            Start of Field Data [From Xsect 1.0

                [HI
                Looking U/S
                [Data Centerline
                [X Factor 2.0
                Relate to Invert

                Station         Rod     Comment

                [980             4.5
                [990             5.9
                [1000            5.8     Channelbank [TOB
                1001            6.7      Channelbank [T/E
                1003            8.2
                1005            9.7
                1009            10.1
                1018            6.7     Channelbank [T/E
                [1022            5.6     Channelbank [ TOB
                [1032            4.5     [THICK BRUSH

        End of Field Data

      Start of Topo data

          Station       Elevation           Comment

          946            270
          975            260
          985            258
          993            256
          1000           254
          1015           250
          1072           240
          1115           238
          1801           236
          1831                              Centerline
          1848           236
          1869           238
          2110           238
          2383           238
          2417           240
          2524           244
          2610           248
          2674           250
          2725           252
          2747           252
          2761           252
          2861           250
          2958           248
          3303           248
          3444           250
          3887           251
          3947           252
          4024           254
          4107           256
          4268           258
          4329           260
          4365           262



     End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1739          .15000              Centerline
          1842          .13000
          2595          .17000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 1.0

        XSect 5156
        Comment Card Cross Section C
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

                Start of Field Data

                HI 242.05 [BS 6.05 to contour 236, 15' rt of CL
                Looking U/S
                [Data Centerline
                [Relate to Invert

                Station         Rod     Comment

                980             4.5
                990             5.9
                1000            5.8     Channelbank [TOB
                1001            6.7     [T/E
                1003            8.2
                1005            9.7
                1009            10.1
                1018            6.7     [T/E
                1022            5.6     Channelbank [ TOB
                1032            4.5     [THICK BRUSH


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                936             270
                967             260
                982             258
                1000            256
                1023            250
                1102            240
                1130            238
                1280            238
                1434            238
                1441            236
                1463                              Centerline
                1508            236
                1522            238
                1994            238
                2255            238
                2297            240
                2418            246
                2455            248
                2497            250
                2553            250
                2601            252
                2712            250
                2802            248
                3165            248
                3300            250
                3733            250.7
                3793            252
                3875            254
                3971            256
                4118            258
                4182            260
                4213            262


        End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1361          .13000              Centerline
          2420          .17000
         End            100.00000

     End of N-Values


        END OF CROSS SECTION

        START OF CROSS SECTION
        [ Cross Section 1.5
        XSect 6065
        Comment Card Cross Section D
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

                Start of Field Data [From Xsect 2.0

                [HI
                Looking D/S
                RELATE TO INVERT
                Data Centerline 1018
                [X Factor

                Station         Rod             Comment

                987             0.7
                990             2.2
                1000            6.5             Channelbank [TOB
                1002            8.6             [TE
                1010            11.1
                1013            11.8
                1017            13.2            [INVERT
                1035            8.6             [TE
                [1040            5.5             Channelbank [TOB
                [1050            5.5             [FLOOD PLAIN


            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           260
          1034           250
          1091           240
          1106           238
          1142           238
          1287           238
          1297           238
          1322           238
          1328           236
          1344                              Centerline
          1367           236
          1378           238                Channelbank
          2230           238
          2301           238
          2465           240
          2536           244
          2557           246
          2584           248
          2602           250
          2664           252
          2710           252
          2823           250
          2898           248
          2935           246
          3036           246
          3312           248
          3425           250
          3831           251
          3893           252
          3969           254
          4055           256
          4212           258
          4272           260
          4309           262

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1316          .16500              Centerline
          1878          .16500
          2430          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 2.0

        XSect 6802
        Comment Card Cross Section E
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

            Start of Field Data
                HI 245.38 [BS TO 240' CONTOUR, 35' LT OF CL)
                          [BS +5.38
                Looking D/S
                [RELATE TO INVERT

                Station         Rod             Comment

                987             0.7
                990             2.2
                1000            6.5             Channelbank [TOB
                1002            8.6             [TE
                1010            11.1
                1013            11.8
                1017            13.2            [INVERT
                1035            8.6             [TE
                1040            5.5             Channelbank [TOB
                1050            5.5             [FLOOD PLAIN


            End of Field Data

         Start of Topo data

          Station       Elevation       Comment

          1000           260
          1036           250
          [1055           240
          [1068           236           [field more representative
          1098                          Centerline [this station needs to be verified
          1112           236
          1121           238
          1255           238
          1293           238
          1489           238
          1517           238
          1544           240
          1567           242
          1609           244
          1643           246
          1679           248
          1717           250
          1747           252
          1806           254
          1872           256
          2151           258
          2242           260


         End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1123          .16500              Centerline
          1586          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 2.5

        XSect 7633
        Comment Card Cross Section F
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data  [Field Data From XSECT 2.0

                [HI
                Looking D/S
                RELATE TO INVERT
                Data Centerline 1020

                Station         Rod             Comment

                987             0.7
                990             2.2
                [1000            6.5             Channelbank [TOB
                1002            8.6             [TE
                1010            11.1
                1013            11.8
                1017            13.2            [INVERT
                1035            8.6             [TE
                1040            5.5             Channelbank [TOB
                1050            5.5             [FLOOD PLAIN

            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           262
          1208           250
          1317           240
          1432           238
          1470           238            Channelbank
          1480                              Centerline
          1494           238
          1647           238
          1761           238
          1966           240
          2092           250
          2122           252
          2172           254
          2216           256
          2443           258
          2530           260


     End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1264          .16500              Centerline
          1753          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 3.0

        XSect 8590
        Comment Card Cross Section G
        Final Centerline 5000.
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data

                HI 242.59
                [BS TO 240' CONTOUR, 25' RT OF CL)
                [BS +2.59
                Looking U/S

                Station         Rod             Comment

                980             2.5
                990             2.4
                1000            3.3             Channelbank [TOB
                1002            6.6
                1002.5          6.9             [T/E
                1004            7.9
                1008            8.3
                1010            8.2
                1013            7.6
                1015            6.9             [T/E
                1019            6.6
                1025            6.3
                1033.5          4.5             Channelbank [TOB
                1043            4.9
                1067            5.0             [TOE OF SLOPE
                1073            3.1             [ON SLOPE

            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          851            267
          959            260
          983            258
          1000           256
          1045           250
          1106           242
          1683           240
          1770           240
          1881           240
          1985           238
          2014                              Centerline
          2033           238
          2047           240
          2247           240
          2338           240
          2526           240
          2779           240
          2842           246
          2874           248
          2935           250
          3033           252
          3185           254
          3310           256
          3401           258
          3465           260


    End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1646          .16500              Centerline
          2263          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 3.5

        XSect 9424
        Comment Card Cross Section H
        Final Centerline 5000.
        Blend Data based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data         [Field Data From Xsect 3.0

                [HI
                Looking U/S
                Relate to Invert
                Data Centerline 1008.5

                Station         Rod             Comment

                [980             2.5            [Not representative of this cross section
                [990             2.4            [Not representative of this cross section
                [1000            3.3             Channelbank [TOB
                1002            6.6
                1002.5          6.9             [T/E
                1004            7.9
                1008            8.3
                1010            8.2
                1013            7.6
                1015            6.9             [T/E
                1019            6.6
                1025            6.3
                [1033.5          4.5             [Channelbank [TOB
                1043            4.9
                1067            5.0             [TOE OF SLOPE
                1073            3.1             [ON SLOPE

            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          389           258
          425           256
          466           254
          527           252
          600           250
          857           250
          935           252
          945           253.6
          959           252
          1000          250
          1037          242
          1051          240
          [1228          238
          [1250          238
          1263          240
          1470          240
          1481          238             Channelbank
          1508                        Centerline [This station needs to be verified
          1535          238            Channelbank
          1555          240
          1613          242
          1676          244
          1800          248
          1891          248.2
          2093          250
          3122          252
          3164          254
          3188          256
          3222          258
          3262          260

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05300
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1404          .16500              Centerline
          2053          .18000
         End            100.00000

     End of N-Values



END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 4.0

        XSect 10410
        Comment Card Cross Section I
        Final Centerline 5000
        [Blend Data Based on Topo Data
         Blend Data Based on Field Data

            Start of Field Data
                HI 244.85
                [BS TO 240' CONTOUR, 35' LT OF CL)
                [BS +4.85

                Looking U/S
                [Relate To Invert

                Station         Rod             Comment

                980             5.8
                990             5.3
                1000            5.7             Channelbank [TOB
                1003            7.3
                1007            8.7             [T/E
                1009            10.0
                1012            9.5
                1013            9.6
                1016            10.0
                1018            10.3
                1021            9.7
                1024            8.7             [T/E
                1027            7.5
                1037            4.9             Channelbank [TOB
                1047            5.2


            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           264
          1016           260
          1047           250
          1075           248
          1158           246
          1540           244
          1590           244
          1696           244
          1952           242
          2666           240
          2679           238
          2707                          Centerline [this station needs to be verified
          2736           238
          2817           240
          2876           246
          3111           248
          3152           250
          4239           252
          4374           260

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1404          .16500              Centerline
          2053          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 4.5

        XSect 11204
        Comment Card Cross Section J
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data [ From Xsect 4.0

                [HI
                Looking U/S
                Relate To Invert

                Station         Rod             Comment

                980             5.8
                990             5.3
                1000            5.7             Channelbank [TOB
                1003            7.3
                1007            8.7             [T/E
                1009            10.0
                1012            9.5
                1013            9.6
                1016            10.0
                1018            10.3
                1021            9.7
                1024            8.7             [T/E
                1027            7.5
                1037            4.9             Channelbank [TOB
                1047            5.2


            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           260
          1123           250
          1159           248
          1209           246
          1237           246
          1273           246
          1279           244
          1711           244
          [1722           246
          1730           244
          2166           244
          [2188           246
          2209           244
          2227           242
          2372           240
          2406                              Centerline
          2429           240
          2490           240
          2568           240
          2640           242
          2658           244
          2690           246
          2784           248
          2832           250
          2886           250
          2960           250
          3163           251
          3637           252
          3863           254
          4030           256
          4073           258
          4117           260
          4172           262

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1180          .12000              Centerline
          1502          .18000
         End            100.00000

     End of N-Values



END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 5.0

        XSect 12138
        Comment Card Cross Section K
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

            Start of Field Data


[                HI 248.20
                HI 247.20
                [BS TO 240' CONTOUR    25' LT OF CL)[***from map and photos should be 242 contour
                [BS +6.20)

                Looking D/S
                [Relate To Invert

                Station     Rod         Comment

                990             5.9
                1000            6.3             Channelbank [TOB
                1003            7.5
                1006            8.2             [TE
                1010            13.6
                1020            13.2
                1034            8.2             [TE
                1038            7.4
                1040            5.4             Channelbank [TOB
                1050            5.0


            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           260
          1053           250
          1123           250
          1167           250
          1186           246
          1697           244
          1826           242
          1837           242
          2034           242
          [2049           240
          [2079           240
          2098           242
          2303           242
          2310           240
          2335                              Centerline
          2360           240
          2370           242
          2744           242
          2771           242
          2927           242
          2939           242
          3385           244
          3410           246
          3470           248
          3519           250
          3585           252
          3680           256
          3783           260
          3894           264


     End of Topo data


        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1310          .17500
          1427          .12000              Centerline
          2482          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 5.3

        XSect 13241
        Comment Card Cross Section L
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data [From Xsect 5.0

                Looking D/S
                Relate To Invert

                Station     Rod         Comment

                990             5.9
                1000            6.3             Channelbank [TOB
                1003            7.5
                1006            8.2             [TE
                1010            13.6
                1020            13.2
                1034            8.2             [TE
                1038            7.4
                1040            5.4             Channelbank [TOB
                1050            5.0


            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           262
          1050           260
          1104           258
          1200           256
          1261           254
          1297           252
          1322           250
          1348           248
          1372           246
          1576           246
          1588           248
          1603           250
          1647           250
          1653           248
          1662           246
          1871           244
          2081           244
          2350           242
          2381           242
          3110           242
          3127           242
          3164           242
          3623           242
          3642                              Centerline
          3661           242
          3901           244
          3939           246
          3966           248
          3997           250
          4011           252
          4238           254
          4301           256
          4352           258
          4386           260
          4421           262
          4454           264
          4489           266
          4545           268


     End of Topo data


        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1310          .17500
          1427          .12000              Centerline
          2482          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 5.6

        XSect 14033
        Comment Card Cross Section M
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data         [Field Data From Xsect 5.6

                [HI
                Looking D/S
                Relate To Invert
                Data Centerline 1020

                Station     Rod         Comment

                990             5.9
                1000            6.3             Channelbank [TOB
                1003            7.5
                1006            8.2             [TE
                1010            13.6
                1020            13.2
                1034            8.2             [TE
                1038            7.4
               [ 1040            5.4             Channelbank [TOB
               [ 1050            5.0



            End of Field Data

     Start of Topo data [on fcd map 5.6 called 5.9

          Station       Elevation       Comment

          1000           260
          1086           250
          1117           246
          1342           246
          1372           248
          1388           250
          1454           248
          1483           246
          1752           244
          1768           242
          1837           242
          1857           244
          2186           244
          2330           242
          2364           242
          3029           242
          3045                          Centerline
          3069           242            Channelbank
          3516           244
          3534           246
          3567           248
          3600           250
          3723           260
          3752           262

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          Station       N-Value             Comment

          1000          100.00000
          2565          .17500              Centerline
          3088          .17000
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 7.0

        XSect 14908
        Comment Card Cross Section N
        Final Centerline 5000
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data

                HI 249.20
                [BS TO 244' CONTOUR    20' LT OF CL)
                [BS +5.20)

                Looking U/S
                [Relate to invert

                Station         Rod             Comment

                990             5.2
                1000            5.5             Channelbank [TOB
                1003            8.7             [TE
                1006            10.5
                1017            12.2
                1021            10.8
                1030            8.7             [TE
                1034            4.2             Channelbank [TOB
                1044            4.2


            End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           260
          1020           260
          1051           260
          1543           258
          1557           256
          1570           254
          1597           254
          1648           254
          1679           256
          1700           258
          1799           258
          1952           256
          2024           254
          2083           252
          2117           250
          2146           248
          2199           246
          2916           244
          2960           244
          3060           244
          3067           242
          3090                              Centerline
          3105           242
          3143           244
          3433           246
          3532           248
          3567           250
          3593           252
          3669           260
          3691           262
          3706           264

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1890          .17500              Centerline
          2372          .17000
         End            100.00000

     End of N-Values


END OF CROSS SECTION


[ SR 1102

START OF STRUCTURE

        XSect 15652
        Comment Card SR 1102 Sedwick Road
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
       Print Xsect A B D F            [Special Bridge
[        Blend Data Based on Field Data
        Structure Width 36
       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 1034.5

                Station         Elevation       Comment

                900             249.2
                925             249.0
                950             249.5
                975             245.7
                1000            244.5           [begin rail and abutment
                [1007            246.6           Channelbank
                1025            241.7           [T/E
                1030            239.4           [C/L Pier
                1040            239.9
                1053            241.7           [T/E
                1062            245.3           Channelbank
                1075            246.7          [fill point
                [1100            248.07         [fill point
                [1125            250.8          [fill point
                [1150            251.7          [fill point
                [1175            252.6          [fill point

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                -405             262
                -367             260
                -182             258
                -147           258
                46             257
                620            256
                1000           254
                1184           250
                1209           248
                1326           246              Channelbank
                1338           242
                1356                              Centerline
                1368           242
                1378           244
                1543           246
                1648           248
                1709           250
                1791           260
                1822           264


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1034.5

                Station         Elevation       Comment

                -741.5          262
                -695.5          260
                -437.5          259
                -314.5          258
                161.5           256
                409.5           254
                571.5           252
                [887.5           250            [topo pt, field more representative
                900             250.59
                925             250.49
                950             250.45
                975             250.41
                1000            250.47          Rail
                1075            251.4           Rail [254.1 top of rail shot - rail height 2.7
                1100            251.85
                1125            252.18
                [1147.5          252             [topo pt, field more representative
                1150            252.67
                1175            253.33
                1226.5          254
                1277.5          256
                1331.5          258
                1370.5          260
                1427.5          262

        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  1.8
                RAIL HEIGHT     2.7
                DATA CENTERLINE 1034.5
                [X Factor

                ABUTMENT Station 1000
                FILL Station    1000.1

                PIER [1

                        CENTERLINE 1030
                        WIDTH      1.0


                Fill Station 1075
                Abutment Station 1075.1

        END OF BRIDGE DATA


        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1241          .16500              Centerline
          1492          .17000
         End            100.00000

     End of N-Values

END OF STRUCTURE


START OF CROSS SECTION
[ Cross Section 7.3

        XSect 16297
        Comment Card Cross Section O
        Final Centerline 5000.
        Blend Data Based On Topo Data
        [Blend Data Based On Field Data

        Start of Field Data [from xsect 7.0

                [HI
                Looking U/S
                Relate to Invert
                Data Centerline 1017

                Station         Rod             Comment

                990             5.2
                1000            5.5             [Channelbank [TOB
                1003            8.7             [TE
                1006            10.5
                1017            12.2
                1021            10.8
                1030            8.7             [TE
                [1034            4.2             [Channelbank [TOB
                [1044            4.2



         End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           262
          1095           260
          1138           258
          1161           258
          1211           258
          1255           258
          1822           258
          1892           256
          1944           254
          1987           252
          2480           250
          2508           248
          2539           246
          2580           244            Channelbank
          2590                              Centerline
          2595           244            Channelbank
          2931           246
          2937           248
          2955           250
          2965           252
          2979           254
          2993           256
          3003           258
          3016           260
          3031           262
          3056           264


     End of Topo data


        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1943          .16500              Centerline
          2084          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 7.7

        XSect 17051
        Comment Card Cross Section P
        Final Centerline 5000.
        Blend Data Based On Topo Data
        [Blend Data Based On Field Data

        Start of Field Data [from xsect 7.0

                [HI
                Looking U/S
                Relate to Invert
                Data Centerline 1017

                Station         Rod             Comment

                990             5.2
                1000            5.5             [Channelbank [TOB
                1003            8.7             [TE
                1006            10.5
                1017            12.2
                1021            10.8
                1030            8.7             [TE
                [1034            4.2             [Channelbank [TOB
                [1044            4.2



         End of Field Data

     Start of Topo data

          Station       Elevation           Comment

          1000           262
          1084           260
          1109           258
          1134           258
          1821           258
          1908           256
          1941           254
          1977           252
          2557           250
          2586           246
          2784           246
          2953           246
          2959           244            Channelbank
          2977                              Centerline
          2993           244            Channelbank
          2999           246
          3216           248
          3307           250
          3331           252
          3401           260
          3437           264

     End of Topo data


        Start of N-Values
        Channel N-Value 0.05400
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1943          .16500              Centerline
          2084          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

Adjust Channel N-Values  0.80    [0.85   [ 0.90
Adjust Overbank N-Values 0.75    [0.85  [ 0.90

START OF CROSS SECTION
[ Cross Section 8.0

        XSect 18011
        Comment Card Cross Section Q
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

            Start of Field Data

                HI 251.19
                [BS TO 246' CONTOUR    30' LT OF CL)
                [BS +5.19)

                Looking U/S

                Station         Rod             Comment

                990             5.0
                1000            4.7             Channelbank [TOB
                1004            6.5
                1007            9.0             [TE
                1010            9.6
                1015            9.0             [TE
                1021            7.6
                1024            6.4
                1028            4.9             Channelbank [TOB
                1038            4.4


        End of Field Data

     Start of Topo data

        Looking D/S
          Station       Elevation           Comment

          1000           266
          1231           260
          1246           258
          1270           258
          1323           258
          1338           258
          2002           258
          2078           250
          2097           248
          2148           246
          2357           246
          2894           246
          2917                              Centerline
          2942           246
          3114           248
          3130           250
          3173           254
          3232           260
          3307           266


     End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1051          .17500
          1936          .16500              Centerline
          2188          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 8.5

        XSect 18964
        Comment Card Cross Section R
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data         [Field Data From Xsect 9.0

                [HI
                Data Centerline 1011
                Looking U/S
                Relate to Invert
                [X Factor

                Station         Rod             Comment

                [990             5.0
                [1000            4.7             Channelbank [TOB
                1004            6.5
                1007            9.0             [TE
                1010            9.6
                1015            9.0             [TE
                1021            7.6
                1024            6.4
                [1028            4.9             Channelbank [TOB
                [1038            4.4



        End of Field Data

        Start of Topo data

         Station         Elevation       Comment

          1000           264
          1144           260
          1196           258
          1221           258
          1762           258
          1832           250
          1848           248
          2135           248
          2719           248
          2728           246            Channelbank
          2748                          Centerline [This station needs to be verified
          2763           246            Channelbank
          2777           248
          2851           248
          2906           248
          3192           250
          3237           252
          3281           256
          3329           260
          3348           264

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1345          .17500
          1914          .16500              Centerline
          2358          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 8.7

        XSect 19516
        Comment Card Cross Section S
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data         [Field Data From Xsect 8.0
                [HI

                Looking U/S
                Relate to Invert

                Station         Rod             Comment

                990             5.0
                1000            4.7             Channelbank [TOB
                1004            6.5
                1007            9.0             [TE
                1010            9.6
                1015            9.0             [TE
                1021            7.6
                1024            6.4
                1028            4.9             Channelbank [TOB
                1038            4.4



        End of Field Data

        Start of Topo data

          Station        Elevation       Comment

          1000           268
          1101           266
          1208           262
          1319           260
          1371           258
          1444           258
          1450           260
          1486           260
          1497           258
          1519           258
          1864           258
          1906           254
          1932           250
          1957           248
          2217           248
          2537           248
          2560                              Centerline
          2578           248
          3206           250
          3333           260
          3339           262
          3354           264
          3370           266
          3382           268

        End of Topo data


        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1564          .17500              Centerline
          2277          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 9.0

        XSect 19811
        Comment Card Cross Section T
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

            Start of Field Data

                HI 253.20
                [BS TO 248' CONTOUR    20' LT OF CL)
                [BS +5.20)


                Looking U/S
                [Relate To Invert

                Station         Rod             Comment

                990             5.2
                1000            5.1             Channelbank [TOB
                1005            7.0             [TE
                1008            8.6
                1011            9.2
                1017            9.7
                1021.5          7.0             [TE
                1022            5.2
                1032            5.1             Channelbank


        End of Field Data

        Start of Topo data

          Station        Elevation       Comment

          821            264
          935            262
          1000           260
          1070           260
          1468           258
          1499           254
          1535           252
          1556           250
          1602           248
          1774           248
          2240           248
          2263                              Centerline
          2282           248
          2553           250
          2588           260
          2603           264


        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1706          .17500              Centerline
          2126          .17000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 9.3

        XSect 20575
        Comment Card Cross Section U
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [from Xsect 9.0

                [HI
                [Data Centerline
                Looking U/S
                Relate To Invert

                Station         Rod             Comment

                990             5.2
                1000            5.1             Channelbank [TOB
                1005            7.0             [TE
                1008            8.6
                1011            9.2
                1017            9.7
                1021.5          7.0             [TE
                1022            5.2
                1032            5.1             Channelbank


        End of Field Data

        Start of Topo data

          Station        Elevation       Comment

          615            262
          1000           260
          1328           258
          1522           256
          1565           252
          1591           250
          2556           248
          2576                              Centerline
          2596           248
          2657           250
          2663           252
          2687           254
          2751           260
          2780           264


        End of Topo data


        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1918          .17500              Centerline
          2129          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 9.7

        XSect 20991
        Comment Card Cross Section V
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data         [Field Data From Xsect 9.0

                [HI
                Relate To Invert
                [Data Centerline
                Looking U/S

                Station         Rod             Comment

                990             5.2
                1000            5.1             Channelbank [TOB
                1005            7.0             [TE
                1008            8.6
                1011            9.2
                1017            9.7
                1021.5          7.0             [TE
                1022            5.2
                1032            5.1             Channelbank



        End of Field Data


        Start of Topo data

          Station        Elevation       Comment

          604            262
          1000           260
          1200           258
          1250           254
          1322           250
          2244           248
          2271                              Centerline
          2284           248
          2291           250
          2313           256
          2339           258
          2352           260
          2398           264


        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1933          .17500              Centerline
          2068          .15000
          2139          .17000
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 10.0

        XSect 21876
        Comment Card Cross Section W
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

            Start of Field Data
                HI 254.49
                [BS TO 25O' CONTOUR    20' LT OF CL)
                [BS +4.49)

                [Relate To Invert
                [Data Centerline

                Looking U/S

                Station         Rod             Comment

                990             4.7
                1000            5.0             Channelbank [TOB
                1002            6.0             [TE
                1005            9.0
                1013            10.8
                1019            6.0             [TE
                1026            4.5             Channelbank [TOB
                1036            4.6


        End of Field Data

        Start of Topo data

          Station        Elevation       Comment

          1000           270
          1020           268
          1053           266
          1086           264
          1101           262
          1108           262
          1231           262
          1711           260
          1737           258
          1766           256
          1797           252
          1892           250
          2107           250
          2618           250
          2627           248
          2639                              Centerline
          2653           248
          2664           250
          3067           252
          3101           254
          3150           258
          3190           260
          3232           262
          3260           264
          3297           266
          3322           268
          3352           270

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1847          .17500              Centerline
          2465          .15000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 10.3

        XSect 22739
        Comment Card Cross Section X
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

            Start of Field Data [from xsec 10.0

                [Data Centerline
                [HI
                Looking U/S
                Relate to Invert
                Data Centerline 1010
                X Factor 2.0

                Station         Rod             Comment

                [990             4.7
                [1000            5.0             Channelbank [TOB
                1002            6.0             [TE
                1005            9.0
                1013            10.8
                1019            6.0             [TE
                [1026            4.5             Channelbank [TOB
                [1036            4.6


        End of Field Data

        Start of Topo data

           Station       Elevation       Comment

          1000           264
          1049           262
          1098           260
          1222           260
          1236           258
          1247           256
          1257           254
          1264           252
          2602           250            Channelbank
          2629                              Centerline
          2643           250
          2649           252            Channelbank
          2657           254
          2687           256
          2749           258
          2833           260
          2868           262
          2895           264

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          2347          .17500              Centerline
          2562          .15000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 10.5

        XSect 23483
        Comment Card Cross Section Y
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data         [Field Data From Xsect 10.0

                [HI

                Looking U/S
                Relate to Invert
                Data Centerline 1010
                X Factor 1.5

                Station         Rod             Comment

                [990             4.7
                [1000            5.0             Channelbank [TOB
                [1002            6.0             [TE
                1005            9.0
                1013            10.8
                [1019            6.0             [TE
                [1026            4.5             Channelbank [TOB
                [1036            4.6

        End of Field Data

        Start of Topo data

          Station         Elevation     Comment

          1000           266
          1021           262
          1505           260
          1517           258
          1539           252
          1626           252
          2217           252
          2433           250            Channelbank
          2452                          Centerline
          2467           250            Channelbank
          2854           252
          2940           254
          2964           256
          2986           260
          3013           266

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05900
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          2420          .17500              Centerline
          2764          .15000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 10.7

        XSect 24223
        Comment Card Cross Section Z
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data         [Field Data From Xsect 10.0

                [HI

                Looking U/S
                Relate to Invert
                Data Centerline 1010
                X Factor 1.5

                Station         Rod             Comment

                [990             4.7
                [1000            5.0             Channelbank [TOB
                [1002            6.0             [TE
                1005            9.0
                1013            10.8
                [1019            6.0             [TE
                [1026            4.5             Channelbank [TOB
                [1036            4.6

        End of Field Data

        Start of Topo data

          Station         Elevation     Comment

          1000           288
          1112           286
          1153           284
          1163           282
          1295           280
          1351           278
          1411           276
          1463           274
          1511           272
          1562           270
          1574           268
          1747           264
          1884           260
          1913           266
          1942           262
          2042           260
          2395           258
          2413           256
          2430           254
          2764           252
          2773           250            Channelbank
          2787                              Centerline
          2803           250            Channelbank
          2811           252
          2941           252
          3094           252
          3198           252
          3406           254
          3441           256
          3470           258
          3498           260
          3512           262
          3518           264
          3527           266
          3534           268
          3703           270
          3709           272
          3720           274
          3728           276


        End of Topo data

        Start of N-Values
        Channel N-Value 0.05900
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          2420          .17500              Centerline
          2764          .15000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

[ NC 54


START OF STRUCTURE


        XSect 24713
        Comment Card NC 54
        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 42
        Structure N-value 0.011

        Levee Left Elevation B 260
        Levee Right Elevation B 260

[        Start of Special Bridge
[        End of Special Bridge

        Start of Special Culvert

         Number of Culverts 4
         Culvert N-Value 0.011
         Entrance Loss Coefficient 0.40
         Weir Flow Coefficient 3.0
         Rise 12
         Span 11
         Length  42
         FHWA Chart 8
         FHWA Scale 2
[        Channel Invert Upstream
[        Channel Invert Downtream

        End of Special Culvert

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1022

                Station         Elevation       Comment

                [900             256.0
                [925             255.7
                [950             255.3
                975             254.6           Channelbank Left A B E F
                1000            254.0           [T/E
                1001            253.2           [Start of Struc.
                1005.5          251.6           [ C/L 1st Culvert
                1016            250.5           [ C/L 2nd Culvert
                1028.5          248.8           [ C/L 3rd Culvert
                1029            247.9
                1038            248.8           [ C/L 4th Culvert
                1045            254.0           [ T/E
                1075            255.0           Channelbank Right A B E F
                [1100            255.4
                [1125            256.8
                [1150            259.2          [Not used, point taken on fill of road


        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                623            282
                634            280
                644            278
                655            276
                903            274
                970            272
                1000           270
                1178           260
                1195           258
                1220           256
                [1293           254
                1472           252
                1477           250
                1487                              Centerline
                1502           250
                1509           252
                [1770           254
                2326           256
                2346           258
                2421           260
                2519           262
                2581           266
                2720           268
                2750           270
                2779           272
                2815           274
                [2863           276
                [2909           278
                [2934           280
                [2983           282
                [3027           284
                [3075           286
                [3125           288


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1022

                Station         Elevation       Comment

                -516           290
                -489           288
                -437           286
                -321           284
                -219           280
                -175           278
                -123           276
                -77            274
                -16            272
                15              270
                71              268
                160             266
                224             264
                900             263.61
                925             263.67
                950             263.72
                975             263.74          Rail
                1000            263.77          [Rail
                1045            263.85          [Rail
                1075            263.61          Rail
                1100            263.54
                1125            263.59
                1150            263.57
                1383            262
                1514            264
                1609            266
                1679            268
                1739            270
                1797           272
                1857           274
                1899           276
                1984           278
                2014           280
                2072           282
                2123           284
                2183           286
                2260           288


    End of Top of Structure Data

        START OF CULVERT DATA

                Rail Height 0.73 [2.9/ 4 = 0.73 to correct rail bug
                Data Centerline 1022

                Box Culvert [1
                        Width 11
                        Height 12
                        Centerline 1005.5
                        Invert 248.8 [251.6 fill in culvert

                Box Culvert [2
                        Width 11
                        Height 12
                        Centerline 1017.5 [added 1.5 to correct overlap
                        Invert 248.8 [250.5 fill in culvert

                Box Culvert [3
                        Width 11
                        Height 12
                        Centerline 1029.5 [added 1 to correct overlap
                        Invert 248.8

                Box Culvert [4
                        Width 11
                        Height 12
                        Centerline 1041.5 [added 2.5 ' to field data to correct overlap
                        Invert 248.8


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1764          .17500              Centerline
          1990          .15000
          2338          .17500
         End            100.00000

     End of N-Values

END OF STRUCTURE


START OF CROSS SECTION
[ Cross Section 10.9

        XSect 25517
        Comment Card Cross Section AA
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data [ From Xsect 11.0

                [Data Centerline
                Looking D/S
                Relate to Invert

                Station         Rod             Comment

                990             5.1
                1000            4.3             Channelbank [TOB
                1004            7.0             [TE
                1005            9.5
                1015            9.8
                1028            7.0             [TE
                1029            4.7             Channelbank [TOB
                1030            4.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            280
                1022            278
                1101            276
                1178            274
                1223            272
                1265            270
                1298            268
                1336            266
                1422            264
                1463            262
                1491            260
                1512            258
                [1537            256
                1537            254
                1913            252
                1938                               Centerline
                1967            252
                1974            254
                2653            256
                2746            258
                2827            260
                2875            262
                2907            264
                2950            266
                2986            268
                3024            270


        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1435          .17500              Centerline
          1965          .17500
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 11.0

        XSect 25814
        Comment Card Cross Section AB
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data
                HI 256.30
                [BS TO 252' CONTOUR    16' LT OF CL)
                [BS +4.30)

                [Data Centerline
                Looking D/S
               [Relate to Invert

                Station         Rod             Comment

                990             5.1
                1000            4.3             Channelbank [TOB
                1004            7.0             [TE
                1005            9.5
                1015            9.8
                1028            7.0             [TE
                1029            4.7             Channelbank [TOB
                1030            4.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           270
                1127           260
                1143           258
                1173           256
                1502           254
                1507           252
                1523                              Centerline
                1536           252
                1540           254
                2004           256
                2030           260
                2058           262
                2170           264
                2316           266
                2584           268
                2665           270

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1435          .17500              Centerline
          1885          .17500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

start of option I40
[ I 40


START OF STRUCTURE

        XSect 27002
        Comment Card I 40
        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
        Structure Width 270
[       Structure N-value 0.011

         Levee Left Elevation B 277.93
         Levee Right Elevation B 265.30

[       Start of Special Bridge
[       End of Special Bridge

         Start of Special Culvert

          Number of Culverts 4
          Culvert N-Value 0.011
          Entrance Loss Coefficient 0.40
          Weir Flow Coefficient 3.0
          Rise 11
          Span 15
          Length  270
          FHWA Chart 11
          FHWA Scale 4
[        Channel Invert Upstream
[        Channel Invert Downtream

         End of Special Culvert

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1027

                Station         Elevation       Comment

                900             259.3
                925             259.5
                950             261.1
                975             260.8           Channelbank Left A B E F
                1000            254.0
                1006            253.2           [C/L of 1st Culvert
                1013            254.0
                1019            254.6           [C/L of 2nd Culvert
                1027            254.9
                1036            254.0           [C/L of 3rd Culvert and T/E
                1042            251.7
                1049            252.8           [C/L of 4th Culvert
                1060            251.6
                1060.1          254.1           [T/E
                1075            260.4           Channelbank Right A B E F
                1100            261.4
                1125            260.3
                1150            259.8
                1175            259.8


        End of Field Data


        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            280
                1020            270
                1041            260
                1052            258
                1308            258
                1328                             Centerline
                1535            258
                1634            258
                1650            260
                1666            262
                1693            264
                1776            266
                1824            268
                1929            270
                1972            272
                2080            274
                2383            276
                2479            278
                2537            280
                2600            282


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1027

                Station         Elevation       Comment

                522             290
                699             284
                872             280
                900             279.07
                925             278.71
                950             278.35
                975             277.93
                1000            277.55
                [1014            276            [topo from map, field more accurate
                [1027                           Centerline
                1060            276.83
                1075            276.65
                1100            276.16
                [1124            274            [topo from map, field more accurate
                1125            275.75
                1150            275.43
                1175            274.98
                1304            270
                1630            266
                1859            264


        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1027

                Box Culvert [1
                        Width 15
                        Height 11
                        Centerline 1006
                        Invert 252.8 [253.2 fill in culvert

                Box Culvert [2
                        Width 15
                        Height 11
                        Centerline 1021.5 [1019 field measuring error
                        Invert 252.8 [254.6 fill in culvert

                Box Culvert [3
                        Width 15
                        Height 11
                        Centerline 1037 [1036 field measuring error
                        Invert 252.8 [254.0 fill in culvert

                Box Culvert [4
                        Width 15
                        Height 11
                        Centerline 1052.5 [1049 field measuring error
                        Invert 252.8

        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000         100.00000
          1081          .17500              Centerline
          1415          .17500
         End           100.00000

     End of N-Values


END OF STRUCTURE


end of option I40


START OF CROSS SECTION
[ Cross Section 11.4

        XSect 27908
        Comment Card Cross Section AC
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [ From Xsect 11.0

                [Data Centerline
                Looking D/S
                Relate to Invert

                Station         Rod             Comment

                990             5.1
                1000            4.3             Channelbank [TOB
                1004            7.0             [TE
                1005            9.5
                1015            9.8
                1028            7.0             [TE
                [1029            4.7             Channelbank [TOB
                1030            4.6             Channelbank

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000            290
                1063            280
                1089            270
                1163            260
                1253            258
                1264                               Centerline
                1279            258
                1507            260
                1521            264
                2007            270
                2042            272
                2073            274
                2175            276
                2211            278
                2256            280

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05600
        Position Within 10 Feet

          Station       N-Value             Comment

          1000         100.00000
          1081          .17500              Centerline
          1415          .17500
         End           100.00000

     End of N-Values


END OF CROSS SECTION



[ NC 55


START OF STRUCTURE

        XSect 29082
        Comment Card NC 55
        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
        Structure Width 69
        Structure N-value 0.011

       Start of Special Bridge
       End of Special Bridge

[        Start of Special Culvert
[
[         Number of Culverts 4
[         Culvert N-Value 0.011
[         Entrance Loss Coefficient 0.40
[         Weir Flow Coefficient 3.0
[         Rise 10
[         Span 11
[         Length  69
[         FHWA Chart 8
[         FHWA Scale 2
[        Channel Invert Upstream
[        Channel Invert Downtream
[
[        End of Special Culvert

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1025

                Station         Elevation       Comment

                900             261.1
                925             260.8           [start of rail
                950             261.5
                975             262.1           Channelbank Left A B E F
                [1000            264.4           [start of struc, point on fill
                1005            256.4           [C/L 1st Culvert
                1013            257.5           [T/E
                1018            257.5           [C/L 2nd Culvert
                1026            256.9
                1029            257.1           [C/L 3rd Culvert
                1040            256.5           [C/L 4th Culvert
                1041            256.8           [T/E
                1045            259.6           [end of rail
                1075            260.1           Channelbank Right A B E F
                1100            261.4
                1125            261.8
                1150            261.8


        End of Field Data


        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000           280
                1012           276
                1039           274
                1072           272
                1108           270
                1130           268
                1354           268
                1376           260
                1406           260
                1621           260
                1629           258
                1644                              Centerline
                1663           258
                1675           260
                1744           260
                1787           268
                2050           270
                2184           272
                2458           274
                2539           276
                2674           276
                2701           274
                3046           276
                3054           278
                3065           280
                3145           280


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1025

                Station         Elevation       Comment

                498             300             [ 270
                724             300             [ weir too effective in this area
                725             270
                900             269.61
                925             269.64          Rail
                950             269.71
                975             269.82
                1000            269.95
                1045            269.98
                1075            270.01          Rail
                1100            270.04
                1125            270.13
                1150            270.14
                1265            270
                1266            300         [ weir too effective in this area
                1549            300         [ 270

        End of Top of Structure Data

        START OF CULVERT DATA

                Rail Height 0.73 [2.9/ 4 = 0.725 to correct error in code file
                Data Centerline 1025

                Box Culvert [1
                        Width 11
                        Height 10
                        Centerline 1005
                        Invert 256.4

                Box Culvert [2
                        Width 11
                        Height 10
                        Centerline 1017 [changed from 1018 to correct for spacing
                        Invert 256.4 [257.5 point on fill in culvert

                Box Culvert [3
                        Width 11
                        Height 10
                        Centerline 1029
                        Invert 256.4 [257.1 point on fill in culvert

                Box Culvert [4
                        Width 11
                        Height 10
                        Centerline 1041 [1040 change to correct field overlap
                        Invert 256.4 [256.5 point on fill in culvert

        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.06100
        Position Within 10 Feet

          Station       N-Value             Comment

          1000           100.0
          1065          .17500
          1306          .14000              Centerline
          1423          .15000
          1544          .17000
          End            100.0

     End of N-Values


END OF STRUCTURE


[ Southern RR


START OF STRUCTURE

        XSect 29485
        Comment Card Southern RR
        Final Centerline 5000.
        Print Xsect  A B C D E F        [Normal Bridge
[        Print Xsect B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 47
       Structure N-value 0.011
        Contraction Length 75

[        Levee Left Elevation B 271.7
[        Levee Right Elevation B 271.7

[       Start of Special Bridge
[       End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1141

                Station         Elevation       Comment

                875             266.0
                900             266.1
                925             265.6
                950             263.5
                975             263.6           Channelbank Left A B E F
                1000            260.7           [start of struc "A"
                1004            260.7
                1008            260.7           [end of struc "A"
                1025            264.1
                1050            263.5
                1075            262.5
                1100            261.9           [Channelbank Left A B E F
                1131            259.3           [T/E and start of struc "B"
                1131.1          258.9
                1141            258.9
                1150            258.8           [end of struc "B"
                1150.1          259.3           [T/E
                1175            262.8           [Channelbank Right A B E F
                1200            260.6           [start of struc "C"
                1204            260.4
                1208            260.6           [end of struc "C"
                1225            261.0
                1250            261.0
                1273            260.9           [start of struc "D"
                1277            260.5
                1281            260.6           [end of struc "D"
                1300            262.2           Channelbank Right A B E F
                1325            262.0
                1350            262.5
                1375            263.2

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                387            290
                485            289
                874            284
                939            282
                1000           280
                1017           278
                1060           276
                1086           274
                1244           272
                1302           270
                1371           264
                1413           262
                1487           262
                1609           262
                1621           260
                1637                              Centerline
                1656           260
                1674           262
                1724           262
                1735           262
                1748           266
                1763           268
                1775           270
                1807           274
                1885           276
                2038           278
                2153           280
                2258           282
                2505           284
                2582           286
                2732           288
                2851           290
                2906           292

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1141

                Station         Elevation       Comment

                [317             290
                [327             288
                [343             286
                351             284
                459             283.5
                505             282
                681             280
                875             278.51
                900             278.34
                [917             278            [topo data, field more accurate
                925             278.18
                950             278.08
                975             277.98
                1000            277.95
                1008            277.91
                1025            277.78
                1050            277.72
                1075            277.69
                1100            277.82
                1131            277.98
                [1141                              Centerline
                1150            278.01
                1175            278.05
                1200            278.15
                1208            278.17
                1225            278.20
                1250            278.26
                1273            278.34
                1281            278.35
                1300            278.45
                1325            278.60
                1350            278.67
                1375            278.72
                [1527            278            [topo data, field more accurate
                1726            280
                2293            280
                2329            282
                2349            284
                2385            286
                2510            288
                2600            290




        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1141

                Box Culvert [A
                        Width 8
                        Height 8
                        Centerline 1004
                        Invert 260.7

                Box Culvert [B
                        Width 20
                        Height 12
                        Centerline 1141
                        Invert 258.9

                Box Culvert [C
                        Width 8
                        Height 8
                        Centerline 1204
                        Invert 260.4

                Box Culvert [D
                        Width 8
                        Height 8
                        Centerline  1277
                        Invert 260.5

        END OF CULVERT DATA


        Start of N-Values
        Channel N-Value 0.06100
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.0
          1150          .14000              Centerline
          1300          .15000
         End            100.0

     End of N-Values

END OF STRUCTURE


[ SR 1945  ALSTON RD.

[
START OF STRUCTURE

        XSect 30446
        Comment Card SR 1945 Alston RD.
        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 28
       [Structure N-value 0.042

       [Start of Special Bridge
       [End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
               Data Centerline 1032

                Station         Elevation       Comment

                900             263.0
                925             262.2
                950             262.3
                975             261.0           [Channelbank Left A B E F
                [1000            263.5           [Start of Structure, not used, point on headwall
                1012            261.3           Channelbank Left A B E F
                1019            261.1           [Channelbank moved to out side of abutments
                1023            259.2           [T/E
                1030            257.1           [C/L Pier 1
                1034            257.8
                1045            259.1           [T/E
                1052            261.5           Channelbank Right A B E F [moved to out side of abutments
                1060            261.9           [C/L Pier 2
                [1070            264.1
                [1090            265.2           [End of Structure, not used, point on headwall
                1125            263.5           [Channelbank Right A B E F
                1150            263.5
                1175            263.8
                1200            264.0

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                810            292
                831            290
                847            288
                882            286
                921            284
                1000           280
                1015           278
                1130           276
                1170           274
                1280           272
                1335           270
                1445           268
                1579           266
                1598           264
                1645           262
                1658           262
                1695           262
                1705           260
                1719                              Centerline
                1735           260
                1744           262
                2062           264
                2099           266
                2109           268
                2116           270
                2173           276
                2211           278
                2327           280
                2383           282
                2491           284
                2632           286
                2741           288
                2841           290



        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1032

                Station         Elevation       Comment

                -294           290
                -258           288
                -218           286
                -169           284
                -115           282
                -3             280
                96             278
                138            276
                209             274
                349             272
                570             270
                900             268.63
                925             268.68
                950             268.82
                975             269.07
                1000            269.32          Rail
                1090            269.10          Rail [ rail shot 271.8 - rail height 2.7 = 269.10
                1125            269.01
                1150            269.02
                1175            269.21
                1200            269.47
                1292            270
                1400            272
                1489            274
                1551           276
                1629           278
                1708           280
                1782           282
                1867           284
                1951           286
                2040           288
                2130           290



        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  2.2
                RAIL HEIGHT     2.7
                DATA CENTERLINE 1032
                [X Factor

                ABUTMENT Station 1000
                FILL Station    1000.1

                PIER [1

                        CENTERLINE 1030
                        WIDTH      1.0

                PIER [2

                        CENTERLINE 1060
                        WIDTH      1.0


                Fill Station 1090
                Abutment Station 1090.1

        END OF BRIDGE DATA

        Start of N-Values
        Channel N-Value 0.06100
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1307          .12000              Centerline
          1547          .12000
          1758          .18000
         End            100.00000

     End of N-Values


END OF STRUCTURE
[


Adjust Channel N-Values 1.10
Adjust Overbank N-Values 1.10

START OF CROSS SECTION
[ Cross Section 11.8

        XSect 31097
        Comment Card Cross Section AD
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 12.0

                [HI 266.81
                Looking U/S
                Relate to Invert
                Data Centerline 1010
                X Factor 1.75

                Station         Rod             Comment

                [990             5.0            [Not representative of this Xsect
                1000            4.8             [Channelbank [TOB[Not representative of this Xsect
                1006            11.1            [TE
                1010            13.0
                1015            11.1            [TE
                [1020            4.4             Channelbank [TOB[Not representative of this Xsect
                [1030            4.9            [Not representative of this Xsect


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                746            292
                785            290
                828            288
                868            286
                965            282
                1000           280
                1084           270
                1105           266
                1215           264
                1529           262              Channelbank
                1547                              Centerline
                1561           262              Channelbank
                1589           264
                1623           266
                1764           268
                1863           270
                1946           272
                1987           274
                2040           276
                2100           278
                2159           280
                2197           282
                2376           284
                2456           286
                2567           288
                2663           290

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05800
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1291          .17000
          1531          .12000              Centerline
          1832          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 12.0

        XSect 31842
        Comment Card Cross Section AE
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data

                HI 266.81
                [BS TO 262' CONTOUR    10' LT OF CL)
                [BS +4.81)
                [Relate to Invert

                Looking U/S

                Station         Rod             Comment

                990             5.0
                1000            4.8             Channelbank [TOB
                1006            11.1            [TE
                1010            13.0
                1015            11.1            [TE
                1020            4.4             Channelbank [TOB
                1030            4.9



        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                882            292
                908            290
                927            288
                947            286
                968            284
                985            282
                1000           280
                1062           270
                1103           266
                1304           264
                1630           262
                1674                              Centerline
                1692           262
                1789           264
                1943           266
                1971           268
                1994           270
                2034           272
                2075           276
                2106           278
                2283           280
                2310           282
                2337           284
                2470           286
                2547           288
                2657           290

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05800
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1504          .17000
          1650          .12000              Centerline
          1992          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 12.5

        XSect 32620
        Comment Card Cross Section AF
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 13.0

                [HI
                Looking U/S
                Relate to Invert
                Data Centerline 1010

                Station         Rod             Comment

                990             4.6
                [1000            4.7             Channelbank [TOB
                1007            11.4            [TE
                1011            11.7
                1015            11.4            [TE
                [1020            4.8             Channelbank [TOB [Not representative of this Xsect
                [1030            4.0            [Not representative of this Xsect


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                881            292
                909            290
                930            288
                949            286
                967            284
                984            282
                1000           280
                1051           270
                1118           266
                1507           266
                1675           262              Channelbank
                1684                              Centerline
                1699           262              Channelbank
                1706           264
                1714           266
                1746           268
                1814           270
                1905           272
                1959           274
                1984           276
                2216           278
                2513           280
                2540           282
                2567           284
                2602           286
                2669           288
                2726           290
                2789           292

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05800
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1481          .17000
          1626          .12000              Centerline
          1823          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 13.0

        XSect 33613
        Comment Card Cross Section AG
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data

                HI 270.74
                [BS TO 266' CONTOUR    10' LT OF CL)
                [BS +4.74)

                Looking U/S

                Station         Rod             Comment

                990             4.6
                1000            4.7             Channelbank [TOB
                1007            11.4            [TE
                1011            11.7
                1015            11.4            [TE
                1020            4.8             Channelbank [TOB
                1030            4.0


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                848            294
                875            292
                906            290
                926            288
                958            286
                977            284
                989            282
                1000           280
                1054           270
                1083           268
                1241           266
                1386           264
                1395           264
                1401                              Centerline
                1409           264
                1419           266
                1426           268
                2081           270
                2111           272
                2170           274
                2217           276
                2246           278
                2281           280
                2300           282
                2336           284
                2398           286
                2476           288
                2523           290
                2553           292

        End of Topo data

        Start of N-Values
        Channel N-Value 0.06500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1389          .17000              Centerline
          2176          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 13.5

        XSect 34574
        Comment Card Cross Section AH
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data             [Field Data from Xsect 13.0

                [Data Centerline
                Relate To Invert
                [HI
                Looking U/S

                Station         Rod             Comment

                990             4.6
                1000            4.7             Channelbank [TOB
                1007            11.4            [TE
                1011            11.7
                1015            11.4            [TE
                1020            4.8             Channelbank [TOB
                1030            4.0



        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           288
                1064           280
                1116           272
                1281           270
                1288           268
                1295                              Centerline
                1308           268
                1318           270
                2029           272
                2042           274
                2126           278
                2180           280
                2209           282
                2296           284
                2397           286
                2506           288


        End of Topo data

        Start of N-Values
        Channel N-Value 0.06500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1206          .17000
          1337          .14000              Centerline
          2219          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 14.0

        XSect 35402
        Comment Card Cross Section AI
        Final Centerline 5000.
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

            Start of Field Data

                HI 275.0
                [BS TO 270' CONTOUR    15' LT OF CL)
                [BS +5.00)

                Looking D/S

                Station         Rod             Comment

                990             4.9
                1000            5.1             Channelbank [TOB
                1005            9.3
                1007            11.7            [TE
                1013            13.1
                1020            11.7            [TE
                1027            4.5             Channelbank [TOB
                1037            4.7


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           290
                1064           280
                1075           278
                1096           274
                1194           272
                1202           270
                1216                              Centerline
                1229           270
                1239           272
                1316           272
                1610           272
                1652           274
                1767           276
                1807           278
                1824           280
                1858           282
                1995           284
                2068           286
                2114           288
                2167           290

        End of Topo data

        Start of N-Values
        Channel N-Value 0.06500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1140          .17000
          1356          .14000              Centerline
          1934          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 14.3

        XSect 36043
        Comment Card Cross Section AJ
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 14.0

                [HI
                Looking D/S
                Relate to Invert

                Station         Rod             Comment

                990             4.9
                1000            5.1             Channelbank [TOB
                1005            9.3
                1007            11.7            [TE
                1013            13.1
                1020            11.7            [TE
                1027            4.5             Channelbank [TOB
                1037            4.7


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           290
                1148           280
                1187           276
                1217           274
                1294           272
                1304           270
                1310                              Centerline
                1319           270
                1332           272
                1866           274
                1953           278
                1975           280
                1999           282
                2134           284
                2233           286
                2272           288
                2371           290


        End of Topo data

        Start of N-Values
        Channel N-Value 0.06500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1151          .17000
          1331          .14000              Centerline
          1794          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section OLD SR1121

        XSect 36557
        Comment Card Cross Section AK [OLD SR 1121
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 14.0

                [HI
                Looking D/S
                Relate to Invert
                Data Centerline 1013

                Station         Rod             Comment

                990             4.9
                1000            5.1             [Channelbank [TOB
                1005            9.3
                1007            11.7            [TE
                1013            13.1
                1020            11.7            [TE
                [1027            4.5             Channelbank [TOB
                [1037            4.7


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                500            290
                1000           280
                1016           276
                1027           274
                1034           274
                1047           276
                1054           278
                1069           280
                1163           280              Channelbank
                1194           272
                1204                              Centerline
                1219           270
                1260           280              Channelbank
                1489           280
                2000           290

        End of Topo data

        Start of N-Values
        Channel N-Value 0.06500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1116          .17000
          1328          .14000              Centerline
          1502          999.00000
          1670          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

[ SR 1121 Cornwallis RD.


START OF STRUCTURE

        XSect 36884
        Comment Card SR 1121 Cornwallis RD.
        Final Centerline 5000.
[        Print Xsect  A B C D E F        [Normal Bridge
       Print Xsect B D F            [Special Bridge
        Blend Data Based on Field Data
        Structure Width 127
       Structure N-value 0.011

        Levee Left Elevation B 285.60
        Levee Right Elevation B 281.80

       Start of Special Bridge
       End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1025

                Station         Elevation       Comment

                900             276.4
                925             275.9
                950             275.8
                975             275.0           Channelbank Left A B D F
                1000            270.9
                1007            272.2           [C/L 1st Culvert
                1022            270.0           [C/L 2nd Culvert
                1032            267.9           [T/E
                1036            267.6           [C/L 3rd Culvert
                1041            267.8           [T/E
                1044            268.6
                1075            274.5           Channelbank Right A B D F
                1100            274.0
                1125            275.4
                1150            275.9

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                1000            290
                1041            288
                1067            286
                1129            286
                1149            288
                1180            288
                1201            284
                1215            282
                1229            280
                1265            276
                1303            276
                1390            276
                1544            276
                1671            274
                1692            272
                1727                               Centerline
                1737            272
                1751            274
                2117            276
                2131            280
                2173            288
                2314            290
                2491            291
                2566            290
                2576            288
                2592            286
                2614            284
                2734            284
                2852            286
                2908            288
                2931            290
                2961            292
                2989            294
                3024            296

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1025

                Station         Elevation       Comment

                352             290
                439             288
                659             286
                [792             285
                900             285.92
                925             285.77
                [927             284            [Field more accurate
                950             285.67
                975             285.60
                1000            285.41
                1044            285.08
                [1050            284            [Field more accurate
                1075            284.95
                1100            284.63
                1125            284.42
                1150            284.22
                1371            284
                1905            286
                2054            288
                2113           290
                2194           292
                2256           294

        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1025

                Box Culvert [1
                        Width 16.0
                        Height 9
                        Centerline 1007
                        Invert 267.6 [272.5 fill in culvert

                Box Culvert [2
                        Width 12.5
                        Height 9
                        Centerline 1022
                        Invert 267.6 [270.0 fil in culvert

                Box Culvert [3
                        Width 15.8
                        Height 9
                        Centerline 1036.5       [added .5' to correct overlap error
                        Invert 267.6


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1113          .17000
          1212          .14000
          1433          .13000              Centerline
          1767          .18000
         End            100.00000

     End of N-Values


END OF STRUCTURE


START OF CROSS SECTION
[ Cross Section 14.7

        XSect 37492
        Comment Card Cross Section AL
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 15.0A

                [HI
                Looking U/S
                Relate To Invert

                Station         Rod             Comment

                990             5.2
                1000            4.2             Channelbank [TOB
                1001            5.3             [TE
                1011            7.8
                1021            5.3             [TE
                1022            4.2             Channelbank [TOB
                1032            5.3


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           290
                1114           280
                1168           272
                1173                              Centerline
                1176           272
                1181           274
                1266           276
                1282           278
                1295           280
                1336           288
                1460           290

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1098          .17000
          1273          .13000              Centerline
          1329          .16000
          1415          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 15.0A

        XSect 38443
        Comment Card Cross Section AM
        Final Centerline 5000
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data
                HI 278.19
                [HI 280.19
                [BS TO 274' CONTOUR    11' LT OF CL)
                [BS +4.19)

                Looking U/S
                [Relate To Invert

                Station         Rod             Comment

        [       990             5.2
                1000            4.2             Channelbank [TOB
                1001            5.3             [TE
                1011            7.8
                1021            5.3             [TE
                1022            4.2             Channelbank [TOB
        [       1032            5.3


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           290
                1082           288
                1114           280
                1120           278
                [1134           274
                1141                              Centerline
                [1151           274
                1162           276
                1608           278
                1657           280
                1753           282
                1803           290
                1826           296

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1126          .17000
          1332          .13000              Centerline
          1650          .16000       [ was 1850 changed by ske 8-19-92
         End            100.00000

     End of N-Values

END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 15.3

        XSect 39116
        Comment Card Cross Section AN
        Final Centerline 5000.
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 15.0

                [HI
                Looking U/S
                Relate To Invert

                Station         Rod             Comment

                990             5.2
                1000            4.2             Channelbank [TOB
                1001            5.3             [TE
                1011            7.8
                1021            5.3             [TE
                1022            4.2             Channelbank [TOB
                1032            5.3


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           292
                1053           290
                1159           280
                1189           278
                1225           276
                1245                            Centerline [distance from 276 to 276 needs to be cked
                1266           276
                1481           278
                1503           280
                1579           290
                1600           292


        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1180          .13000              Centerline
          1410          .16000       [ was 1525  changed by SKE 8-19-92
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 15.7

        XSect 39816
        Comment Card Cross Section AO
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 16.0A

                [HI 283.41
                Looking U/S
                Relate to Invert
                Data Centerline 1006

                Station         Rod             Comment

                [990             5.1            [Not representative of this Xsect
                [992             5.1            [Not representative of this Xsect
                [1000            4.3             Channelbank [TOB [Not representative of this Xsect
                1004            9.0             [TE
                1007            9.2
                1009            9.0             [TE
                1017            7.7
                [1020            4.3             Channelbank [TOB  [Not representative of this Xsect
                [1030            4.0            [Not representative of this Xsect


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           292
                1022           290
                1083           280
                1093           276              Channelbank
                1099                              Centerline
                1111           276              Channelbank
                1123           278
                1330           280
                1441           282
                1515           284
                1547           286
                1586           290
                1655           296

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1157          .17000
          1276          .13000              Centerline
          1776          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[Cross Section 16.0

        XSect 40623
        Comment Card Cross Section AP
        Final Centerline 5000
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data
                HI 283.41
                [BS TO 280' CONTOUR    150' LT OF CL)
                [BS +3.41)

                Looking U/S

                Station         Rod             Comment

                990             5.1
                992             5.1
                1000            4.3             Channelbank [TOB
                1004            9.0             [TE
                1007            9.2
                1009            9.0             [TE
                1017            7.7
                1020            4.3             Channelbank [TOB
                1030            4.0

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           300
                1187           290
                1237           286
                1342           284
                1360           282
                1713           280
                1720           278
                1727                              Centerline
                1738           278
                1747           280
                1765           290
                1786           294
                1800           296
                1817           300

     End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1410          .17000
          1526          .13000              Centerline
          1581          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 16.3

        XSect 41541
        Comment Card Cross Section AQ
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 16.0

                [HI
                Looking U/S
                Relate to Invert

                Station         Rod             Comment

                990             5.1
                992             5.1
                1000            4.3             Channelbank [TOB
                1004            9.0             [TE
                1007            9.2
                1009            9.0             [TE
                1017            7.7
                1020            4.3             Channelbank [TOB
                1030            4.0


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           304
                1066           300
                1227           290
                1292           288
                1611           286
                1713           284
                1726           282
                1737                              Centerline
                1749           282
                1770           284
                1845           286
                1866           288
                1878           290
                1919           300

        End of Topo data


        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1452          .16000
          1491          .13000              Centerline
          1639          .16000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 16.7

        XSect 42503
        Comment Card Cross Section AR
        Final Centerline 5000

        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data             [Field from Xsect 17.0

                [HI
                Looking U/S
                Relate to Invert
                Data Centerline 1008

                Station         Rod             Comment

                [990             5.0
                [1000            4.7             Channelbank [TOB
                [1001            5.2             [TE
                1001.1          8.2
                1008            9.7
                1015            5.2             [TE
                [1016            4.5             Channelbank [TOB
                [1026            5.5

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           300
                1075           298
                1204           296
                1331           292
                1355           290
                1389           288
                1410           286
                1419           284              Channelbank
                1425                              Centerline
                1433           284              Channelbank
                1443           286
                1463           288
                1474           290
                1525           300
                1544           302

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1272          .16000              Centerline
          1328          .13000
          1380          .16000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION
[ Cross Section 17.0

        XSect 43445
        Comment Card Cross Section AS
        Final Centerline 5000
        [Blend Data Based on Topo Data
        Blend Data Based on Field Data

        Start of Field Data

                HI 292.68
                [BS TO 288' CONTOUR    8' LT OF CL)
                [BS +4.68)
                Looking U/S
                [Relate to Invert

                Station         Rod             Comment

                990             5.0
                1000            4.7             Channelbank [TOB
                1001            5.2             [TE
                1001.1          8.2
                1008            9.7
                1015            5.2             [TE
                1016            4.5             Channelbank [TOB
                1026            5.5


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                1000           306
                1019           300
                1070           290
                1139           288
                1145                              Centerline
                1151           288
                1342           290
                1503           300
                1611           306

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1141          .16000              Centerline
          1450          .13000
         End            100.00000

     End of N-Values


END OF CROSS SECTION


START OF CROSS SECTION
[ Cross Section 17.3

        XSect 44329
        Comment Card Cross Section AT
        Final Centerline 5000
        Blend Data Based on Topo Data
        [Blend Data Based on Field Data

        Start of Field Data [From Xsect 17.0

                [HI
                Looking U/S
                Relate to Invert
                X Factor 1.56
                Data Centerline 1007

                Station         Rod             Comment

                [990             5.0
                1000            4.7             [Channelbank [TOB
                1001            5.2             [TE
                1001.1          8.2
                1008            9.7
                1015            5.2             [TE
                1016            4.5             [Channelbank [TOB
                [1026            5.5


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                [91             306
                931            304
                970            302
                1000           300
                1040           290
                1083           290
                1211           290              Channelbank
                1233                              Centerline
                1250           290              Channelbank
                1343           300
                1398           304

        End of Topo data

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1131          100.00000   [ was 1000 changed by ske 08-19-92
          1231          .16000              Centerline
          1293          .13000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

[ SR 1951 Sohi Rd.


START OF STRUCTURE

        XSect 45587
        Comment Card SR 1951 Sohi Rd.
        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 80
        Structure N-value 0.024

        Levee Left Elevation B 299.3
        Levee Right Elevation B 299.3

       Start of Special Bridge
       End of Special Bridge

[         Start of Special Culvert

[          Number of Culverts 2
[          Culvert N-Value 0.024
[          Entrance Loss Coefficient 0.80
[          Weir Flow Coefficient 3.0
[          Rise 6
[          Span 9
[          Length  80
[          FHWA Chart 2
[          FHWA Scale 2
[        Channel Invert Upstream
[        Channel Invert Downtream

[         End of Special Culvert

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1013

                Station         Elevation       Comment

                900             294.9
                925             294.7
                950             294.8
                975             294.4           Channelbank Left A B F
                1000            291.8           [Channelbank Left A B F
                1004            289.7           [T/E
                1007            289.5           [C/L 1st Culvert
                1012            288.8
                1021            289.5           [C/L 2nd Culvert
                1023            289.6           [T/E
                1026            291.6           [Channelbank Right A B F
                1050            294.4           Channelbank Right A B F
                1075            294.2
                1100            294.7

        End of Field Data

        Start of Topo Data

          Looking D/S

START OF OPTION NEW

                Station         Elevation       Comment

                1000            320
                1016            318
                1028            316
                1038            314
                1046            312
                1052            310
                1064            308
                1078            306
                1087            304
                1095            302
                1103            300
                1110            298
                1114            296
                1132            294
                1138            292
                1143            290
                1154                               Centerline
                1165            290
                1187            292
                1255            294
                1326            296
                1336            298
                1360            300
                1379            302
                1399            304
                1431            306
                1631            308
                1915            310
                1992            312
                2075            313

END OF OPTION NEW
[START OF OPTION OLD

                Station         Elevation       Comment

                1000            310
                1039            300
                1050            298
                1065            296
                1202            294
                1209            292
                1219                               Centerline
                1226            292
                1244            298
                1327            300
                1402            310

[END OF OPTION OLD

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013

                Station         Elevation       Comment

                550             320
                745             310
                883             306
                900             303.78
                925             303.18
                950             302.73
                975             302.42
                [997             304            [Topo point, Field more accurate than topo
                1000            302.26
                1026            302.27
                1050            302.32
                1075            302.39
                1100            302.51
                1234            304
                1349            306
                1584            310


        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1013

                Elliptical Culvert [1
                        Width 9
                        Height 6
                        Centerline 1007
                        Invert 289.5

                Elliptical Culvert [2
                        Width 9
                        Height 6
                        Centerline 1021
                        Invert 289.5


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.05500
        Position Within 10 Feet

          Station       N-Value             Comment

          1000          100.00000
          1229          .16000              Centerline
          1343          .13000
         End            100.00000

     End of N-Values

END OF STRUCTURE

Begin Verbatim
EJ
End Verbatim



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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3      NEC    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:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3      NEC    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:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3      NEC    500-Year                Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

                        End of Option Multiple
[ =============================================================================
[ =============================================================================
                        Start of Option Floodway

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      NEC     100-FW                 Date: %DATE           100-year Floodway
J1      6.0                                                       %SWSELFW
J215.           -1.0                            [******************************
End Verbatim                                    [** NOTE:  Check for correct **
                                             [**        card set-up       **
                                                [******************************
                        End of Option Floodway
[ =============================================================================

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           Hist 5-yr
J1      8.0                    %SLOPE                             %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           Hist 10-yr
J1      2.0                     %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:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           100-yearFW
J1      6.0                                                       %SWSELFW
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           2-year event
J1      7.0                     %SLOPE                            %SWSEL
J215.           -1.0


End Verbatim

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


Begin Verbatim
Blank Line
Blank Line
Blank Line
ER
End Verbatim

