Suppress Warnings
Suppress XSect
Station Separation 0.1

[ ========================= Select Variables ==================================
LET %DATE = SEPT 2000
LET %SLOPE = .0063             [ See calculations below
LET %SWSEL = 600             [ Approx. wsel for slope area calcs.
LET %SWSELF = 614.86        [ 100-yr WSEL (???.?? + 1.0')
LET %STREAM = BLANKMANSHIP BRANCH
LET %CNTY = MECKLENBURG, NC
LET %COMM = 
LET %ENG = WRB
LET %ET = WRB

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

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

[ ========================= Select Discharges =================================

 [ Activate Option Rating_Qs
 Activate Option Calibrated_Qs
[ Activate Option Floodway_Qs

[ ========================= Select Options ====================================

[ Activate Option 0.1FW
 [ Activate Option 0.5FW

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

  Activate Option Detailed_Output
[ Activate Option Summary_Output
[ Activate Option HSMM_FW_Output


ADJUST FINAL STATIONING -391   [ ADDED BY RWP TO REFERENCE TO COUNTYLINE

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

         US Army Engineer District, Wilmington
        Post Office Box 1890
        69 Darlington Avenue
        Wilmington, N.C. 28402
        (910) 251-4728

        MECKLENBURG, NC
        MECKLENBURG CO.
        Commission No. 
        SEPT 2000

        BLANKMANSHIP BRANCH

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

        Project Manager : WRB
        Engineer : WRB

        Design Technician : WRB
        Key Punch Check   : 

  =============================================================================
     Historical Data

    1. Flooding Event:
       Source:
       Account:

       Target Elevation:

       Calibration:

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

     Reference Point

        All cross sections are measured in feet above ...

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

     Invert Data Support Information

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

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

     Starting WSEL, and Starting Energy Grade Slope

      Starting Wsel is calculated in HEC-2 by slope/area.

      Method 1:  Using contour crossings

             Station           Contour
             -------           -------
             ????              ???.?
             ????              ???.?

          Slope =  ?  /  ????  =   0.0???

      Method 2:  Using Existing 19?? Flood Insurance Study

             Station           Elevation
             -------           ---------
             ???               ???.??
             ????              ???.??

          Slope =  ?.??  /  ????  =   0.0????


       Method 3:  Using surveyed inverts from 1st two structures

             Station           Elevation        Str. ID
             -------           ---------        -------
             ??????            ???.??            ??-?
             ??????            ???.??            ??-?

          Slope =  ??.??  /  ????.? =   0.0???


    USE  =====>  0.00??  for starting slope in slope-area method

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

     Structure Elevation Reference Marks

        BM/TBM          ELEV            DESCRIPTION

        ??-1            ???.??          Chiseled square in ...
        ??-2            ???.??          Chiseled square in ...

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

             Available Options set-up within Code File:


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

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

             Mapping:  Print 100-year &  500-year events

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

             Rating:  Print 2-year thru 500-year events

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

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

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY              FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      2-year Flood               Date: %DATE    ENG: %ENG   ET: %ET
J1      2.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

Start of Option Detailed_Output
Begin Verbatim
J3150.
End Verbatim
End of Option Detailed_Output

Start of Option Summary_Output
Begin Verbatim
J3150.
J5-10.
End Verbatim
End of Option Summary_Output

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

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

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY              FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      100-year Natural               Date: %DATE    ENG: %ENG  ET: %ET
J1      2.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

Start of Option Detailed_Output
Begin Verbatim
J3110.  200.
End Verbatim
End of Option Detailed_Output

Start of Option Summary_Output
Begin Verbatim
J338.   1.      52.     4.      13.     14.     15.     53.     27.     21.
J322.   28.     54.
J3200.
J5-10.
End Verbatim
End of Option Summary_Output

Start of Option HSMM_FW_Output
Begin Verbatim
J338.   1.      52.     4.      13.     14.     15.     53.     27.     21.
J322.   28.     54.
J3200.
End Verbatim
End of Option HSMM_FW_Output

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

[ =============================================================================
                        Start of Option MAPPERS

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      100-year Flood                 Date: %DATE             100-year
J1      4.0                     %SLOPE                            %SWSEL
J21.            -1.0
J338.   43.     1.      53.     54.     4.
J5-10.
End Verbatim

                        End of Option MAPPERS
[ =============================================================================

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

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      100-year Flood                 Date: %DATE             100-year
J1      4.0                     %SLOPE                            %SWSEL
J2-1.           -1.0
J3150.
End Verbatim

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

[ =============================================================================
                        Start of Option Rating

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                  Comm. No. %COMM
T3      2-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      7.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

Start of Option Detailed_Output
Begin Verbatim
J3150.
End Verbatim
End of Option Detailed_Output

Start of Option Summary_Output
Begin Verbatim
J3150.
J5-10.
End Verbatim
End of Option Summary_Output

                        End of Option Rating

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

Start of Invert Data

[    Station        Elevation       Description
[    0                              [DS Limit of Segment BB
[    142           595.6            [BB-1.0

[    206.7         596.04           [D/S Face
[   260                   [Culvert Centerline: CAROLAND RD.(106.6 FEET)
[    313.3         598.21           [U/S Face

[    366                            [BB-2.1
[    534                            [BB-2.2
[    950                            [NC-SC STATE LINE
[    1044           604.0           [Contour
[    1086                           [BB-2.3
[    1104           604.0           [Contour
[    1285           604.0           [Contour
[    1374           606.0           [Contour
[    1490           604.4           [BB-4


[      0                            [DS Limit of Segment BB
     207           608.0           [Contour
[     242                           [BB-2.4
     377           610.0           [Contour
     414           612.0           [Contour
     546           613.5           [Contour
[     717                           [BB-2.5
[     978           614.0           [Contour
[    1124           614.0           [Contour
[    1125                           [BB-3.0
[    1135           614.0           [Contour
    1193           614.0           [Contour
    1361           616.0           [Contour
[    1406           616.0           [Contour
[    1421           616.0           [Contour
[    1467           616.0           [Contour
    1472           616.0           [Contour
[    1589                           [BB-3.1
    2028           618.0           [Contour
[    2034           618.0           [Contour
[    2049           618.0           [Contour
[    2059           618.0           [Contour
[    2063                           [BB-3.2
    2098           618.0           [Contour
[    2231                           [BB-4.0  SURVEY
    2289           620.0           [Contour
[    2359           620.0           [Contour
[    2404           620.0           [Contour
[    2405           620.0           [Contour
[    2418           620.0           [Contour
[    2436           620.0           [Contour
    2442           620.0           [Contour
    2620           621.0           [Contour
[    2686           622.0           [Contour
[    2739                           [BB-4.1
[    2876           622.0           [Contour
[    2946                           [BB-4.2
    3029           622.0           [Contour
[    3033           620.0           [Contour
[    3038           618.0           [Contour
[    3047           618.0           [Contour
[    3087                           [BB-4.9
[    3104           620.0           [Contour
    3115           622.0           [Contour
[    3125           624.0           [Contour
[    3137           626.0           [Contour
[    3148           628.0           [Contour
[    3156           630.0           [Contour
[    3164           632.0           [Contour
[    3172           634.0           [Contour

    3146.7         622.15          [D/S Face
[ 3182                [Culvert Centerline: STEELE CREEK RD.(70.6 FEET)
    3217.3         624.18          [U/S Face

[    3196           634.0           [Contour
[    3200           632.0           [Contour
[    3204           630.0           [Contour
[    3208           628.0           [Contour
[    3212           626.0           [Contour
[    3216           624.0           [Contour
[    3219           624.0           [Contour
[    3224           624.0           [Contour
[    3225           624.0           [Contour
[    3228                           [BB-5.1
[    3236                           [US Limit of Segment BB
     3361           626.0           [Contour

 
[Start of Invert Data
 
[ Station      Invert       Comment
 
[   946.8      596.04     [D/S Face
[ 1000.0                 [Culvert Centerline: CAROLAND RD.
[  1053.3      598.21     [U/S Face
 
[  1964.8      622.15     [D/S Face
[ 2000.0                 [Culvert Centerline: STEELE CREEK RD.
[  2035.3      624.18     [U/S Face
 
End of Invert Data
 
 
 
Start of Discharge Data

 [ Inserted by: GCR on 04/02/01
 [ Checked by:

 [        Q  T     F  I  E  L  D  S
 [  -1-   -2-   -3-    -4-     -5-     -6-     -7-    -8-     -9-

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

 Start of Option Rating_Qs
     1   591   1113    1343   1937    1343    195     427    889     STBB7C
  4575   589   1003    1169   1622    1169    183     417    820                  

 End of Option Rating_Qs


Start of Option Calibrated_Qs
 [        Q  T     F  I  E  L  D  S
 [ -1-   -2-    -3-     -4-     -5-    -6-      -7-      -8-    

 [                                                                 BASIN
 [XSect 2-yr   10-yr   25-yr   50-yr  100-yr  100-yrFU  500-yr     SOURCE
     1   79     356     553     736    930      1447     1461      STBB7C
  3102   73     354     474     713    870      1050     1266      STBB2CC

End of Option Calibrated_Qs 

Start of Option Floodway_Qs
 [        Q  T     F  I  E  L  D  S
 [ -1-   -2-    -3-     -4-     -5-    -6-      -7-      -8-    

 [                             BASIN
 [XSect   100-yr  100-yrFw     SOURCE
     1     930       930       STBB7C
  3102     870       870       STBB2CC

End of Option Floodway_Qs 


End of Discharge Data

Start of Encroachment Data

[                   F   I   E   L   D   S
[ XSect  1   2   3   4      5      6       7     8   9   10

Start of Option 0.1FW
242       0  4.11 0   4920      5035       0     0     0   0  0   
717       0  4.11 0   4920      5065       0     0     0   0  0
1125      0  4.11 0   4875      5050       0     0     0   0  0
1589      0  4.11 0   4980      5085       0     0     0   0  0
2063      0  4.11 0   4910      5025       0     0     0   0  0
2231      0  4.11 0   4910      5025       0     0     0   0  0
2739      0  4.11 0   4980      5115       0     0     0   0  0
2946      0  4.11 0   4988.6    5015       0     0     0   0  0
3087      0  4.11 0   4975      5145       0     0     0   0  0
3136.8    0  4.11 0   4900      5130       0     0     0   0  0
3182      0  4.11 0   4900      5130       0     0     0   0  0
3227.3    0  4.11 0   4900      5130       0     0     0   0  0
3229      0  4.11 0   4900      5130       0     0     0   0  0
End of Option 0.1FW

Start of Option 0.5FW
242       0  4.11 0   4940      5020       0     0     0   0  0   
717       0  4.11 0   4955      5046       0     0     0   0  0
1125      0  4.11 0   4906.1    5030.2     0     0     0   0  0
1589      0  4.11 0   4987      5050       0     0     0   0  0
2063      0  4.11 0   4935      5014       0     0     0   0  0
2231      0  4.11 0   4933      5015       0     0     0   0  0
2739      0  4.11 0   4985      5084       0     0     0   0  0
2946      0  4.11 0   4983      5023       0     0     0   0  0
3087      0  4.11 0   4988.6    5045       0     0     0   0  0
3136.8    0  4.11 0   4940      5100       0     0     0   0  0
3182      0  5.41 0   culvert              0     0     0   0  0
3227.3    0  4.11 0   4940      5100       0     0     0   0  0
3229      0  4.11 0   4900      5130       0     0     0   0  0
End of Option 0.5FW

End of Encroachment Data


Begin Verbatim
NC  0.12    0.11    0.05     0.1     0.3
End Verbatim


 
Begin Verbatim
NC                           0.1     0.3
End Verbatim
 
 
[==========================================================
[=================  CODEH2 MODEL BEGINS  ==================
[==========================================================

start of option takeout

Start of Cross Section

     Xsect 142
     Comment Card Cross Section BB-1.0

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from SURVEY SECTION BB-1

            Relate to Invert
            DATA CENTERLINE 1067
            Station       Elevation      Comment
             1000          602.3          [GS
             1050          601.5          CHANNELBANK [TB
             1060          595.8          [BB
             1067          595.6          [CL
             1074          595.8          [BB
             1082          600.2          CHANNELBANK [TB
             1132          601.5          [GS


     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1170.0          620.0        [ FROM USGS QUAD SHEET
            1340.0          610.0        [ FROM USGS QUAD SHEET
            1416.9                       Centerline
            1570.0          610.0        [ FROM USGS QUAD SHEET
            1650.0          620.0        [ FROM USGS QUAD SHEET

     End of Topo Data

  Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1170.0      0.065
            1416.9      0.065        Centerline
            1514.8      0.065
            1776.3      0.080
            End         0.200

     End of N-values

End of Cross Section   [ BB-1.0



Start of Structure       [Culvert
     
        Xsect  260
        Comment Card CAROLAND RD.
        Comment Card Structure ID: GPSBB2
     
        Final Centerline 5000
      [ Print Xsect  A B C D E F        [Normal Bridge
      [ Print Xsect  A B D F            [Special Bridge/Culvert
        Print Xsect  B C D E               [Initial Setting

      [ Blend Data Based on Field Data

        Structure Width 106.5
        Structure N-value 0.015

     [  Levee Left Elevation B ????.??
     [  Levee Right Elevation B ????.??

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

    [   Start of Special Culvert
    [       Number of Culverts 
    [       Culvert N-Value 0.015
    [       Entrance Loss Coefficient 
    [       Weir Flow Coefficient 
    [       Rise 
    [       Span 
    [       Length 106.5
    [       FHWA Chart 
    [       FHWA Scale 
    [       Channel Invert Upstream 597.82
    [       Channel Invert Downstream 596.04
    [   End of Special Culvert

   Start of Field Data

          [Relate to Invert
          Data Centerline 970.5    [Calculated from TE shots
          
          Station    Elevation    Comment
          
          872.9       610.47      [GR
          894.2       608.72      [GR
          927.9       606.33      [GR
        [ 933.4       614.09      [BM GPS BB2
        [ 933.4       614.07      [BM GPS BB2
          953.2       604.28      [GR
          955.7       602.05      [GR
          962.4       601.17      Channelbank [CB
          963.8       598.55      [TE
          964.4       598.39      [H2O
          974.0       598.21      [H2O
          976.5       598.47      [H2O
          977.2       598.42      [TE
        [ 977.3       596.04      [DS IN
          987.9       603.78      Channelbank [CB
          1012.5       604.00      [GR
          1035.5       603.54      [GR
          1065.6       603.82      [GR
          
   End of Field Data
          
  Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1230.0          620.0        [ FROM USGS QUAD SHEET
  [          1310.0          610.0        [ FROM USGS QUAD SHEET
            1388.0                       Centerline
            1540.0          610.0        [ FROM USGS QUAD SHEET
            1610.0          620.0        [ FROM USGS QUAD SHEET

  End of Topo Data
          
   Start of Top of Structure Data

          Data Centerline 970.5    [Calculated from TE shots
          
          Station    Elevation    Comment

          820         620         [USGS QUAD          
          894.6       615.01      [TR
          938.5       614.46      [TR
          974.8       614.20      [TR
          997.5       614.34      [TR
          1047.4       614.88      [TR
          1220         620         [USGS QUAD
          
   End of Top of Structure Data
          
   Start of Culvert Data

        [ Rail Height ?.?
          Data Centerline 970.5    [Calculated from TE shots
          
          Elliptical Culvert    [UIE1 7.65 8.4
             Width 8.4
             Height 7.7
             Centerline 963.9
             Invert US 598.10
             Invert DS 597.66
             ENTRANCE 0.4
             EXIT 1.0
          
          Elliptical Culvert    [UIE2 7.65 8.4
             Width 8.4
             Height 7.7
             Centerline 977.9
             Invert US 597.82
             Invert DS 597.26
             ENTRANCE 0.4
             EXIT 1.0

          
   End of Culvert Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1000.0      0.065
            1354.0      0.065
            1409.9      0.080
            1430.1      0.065        Centerline
            1498.1      0.065
            1781.1      0.080
            End         0.200

     End of N-values

End of Structure    [GPSBB2
                    [CAROLAND RD.


Start of Cross Section

     Xsect 366
     Comment Card Cross Section BB-2.1

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-2

          Relate to Invert
          Data Centerline 970.5    [Calculated from TE shots
          
          Station    Elevation    Comment
          
          872.9       610.47      [GR
          894.2       608.72      [GR
          927.9       606.33      [GR
        [ 933.4       614.09      [BM GPS BB2
        [ 933.4       614.07      [BM GPS BB2
          953.2       604.28      [GR
          955.7       602.05      [GR
          962.4       601.17      Channelbank [CB
          963.8       598.55      [TE
          964.4       598.39      [H2O
          974.0       598.21      [H2O
          976.5       598.47      [H2O
          977.2       598.42      [TE
        [ 977.3       596.04      [DS IN
          987.9       603.78      Channelbank [CB
          1012.5       604.00      [GR
          1035.5       603.54      [GR
          1065.6       603.82      [GR
     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1230.0          620.0        [ FROM USGS QUAD SHEET
[            1310.0          610.0        [ FROM USGS QUAD SHEET
            1388.0                       Centerline
            1540.0          610.0        [ FROM USGS QUAD SHEET
            1610.0          620.0        [ FROM USGS QUAD SHEET


     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1000.0      0.065
            1310.1      0.065
            1366.4      0.080
            1388.0      0.065        Centerline
            1448.4      0.065
            1736.5      0.080
            End         0.200

     End of N-values

End of Cross Section   [ BB-2.1



Start of Cross Section

     Xsect 534
     Comment Card Cross Section BB-2.2

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-2

          Relate to Invert
          Data Centerline 970.5    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          872.9       610.47      [GR
          894.2       608.72      [GR
          927.9       606.33      [GR
        [ 933.4       614.09      [BM GPS BB2
        [ 933.4       614.07      [BM GPS BB2
          953.2       604.28      [GR
          955.7       602.05      [GR
          962.4       601.17      Channelbank [CB
          963.8       598.55      [TE
          964.4       598.39      [H2O
          974.0       598.21      [H2O
          976.5       598.47      [H2O
          977.2       598.42      [TE
        [ 977.3       596.04      [DS IN
          987.9       603.78      Channelbank [CB
          1012.5       604.00      [GR
          1035.5       603.54      [GR
[          1065.6       603.82      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1180.0          620.0         [ FROM USGS QUAD SHEET
            1360.0          610.0         [ FROM USGS QUAD SHEET
            1458.7                       Centerline
            1550.0          610.0         [ FROM USGS QUAD SHEET
            1640.0          620.0         [ FROM USGS QUAD SHEET


     End of Topo Data

   Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1000.0      0.065
            1353.4      0.065
            1458.7      0.080        Centerline
            1777.6      0.080
            End         0.200

     End of N-values

End of Cross Section   [ BB-2.2



Start of Cross Section

     Xsect 1086
     Comment Card Cross Section BB-2.3

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-3

         Relate to Invert
          Data Centerline 1023.1    [Calculated from TE shots
          
          Station    Elevation    Comment
          
          942.2       605.60      [GR
          973.0       604.54      [GR
        [ 978.5       604.67      [BM CESI-BB3
        [ 978.5       604.67      [BM CESI-BB-3
          997.8       604.92      Channelbank
          1004.0       603.21      [GR
          1004.8       602.53      [GR
[          1009.1       603.02      [GR
          1009.1       601.82      [GR
        [ 1019.7       598.32      [DS IN
          1021.9       598.42      [H2O
          1022.6       599.42      [TE
[          1023.7       599.09      [TE
          1023.9       601.31      [GR
          1027.7       604.00      Channelbank [CB
          1034.9       605.12      [GR
          1050.5       604.59      [GR
          1072.5       604.88      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            [ 1011.1      648.0
            [ 1042.5      646.0
            [ 1071.6      644.0
            [ 1097.8      642.0
            [ 1126.9      640.0
            [ 1161.0      638.0
            [ 1194.9      636.0
            1223.2        634.0
            1264.2        632.0
            1306.4        630.0
            1329.0        628.0
            1352.8        626.0
            1383.6        624.0
            1416.0        622.0
            1433.3        620.0
            1450.6        618.0
            1469.4        616.0
            1492.4        614.0
            1515.3        612.0
[            1540.2        610.0
[            1601.9        608.0
[            1606.9        606.0
[            1611.9        604.0
[            1612.1        604.0
            1614.3                       Centerline
[            1620.1        606.0
            1710           610         [USGS QUAD SHEET
            1750           620         [USGS QUAD SHEET
            1815           630         [USGS QUAD SHEET


     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1026.1      0.200
            1520.4      0.070
            1614.3      0.080        Centerline
            1622.7      0.080
            1971.6      0.075
            End         0.200

     End of N-values

End of Cross Section   [ BB-2.3

end of option takeout

Start of Cross Section

     Xsect  242
     Comment Card Cross Section BB-2.4

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-4

         Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
[          964.5       610.53      Channelbank [CB             
[          966.0       610.64      [GR
          967.6       607.76      CHANNELBANK [GR      [lowered 1.0' to match topo    gcr
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
          982.0       608.0       CHANNELBANK


     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1004.0        634.0
            1021.7        632.0
            1045.9        630.0
            1069.3        628.0
            1095.5        626.0
            1138.0        624.0
            1276.1        622.0
            1312.8        620.0
            1356.9        618.0
            1424.1        616.0
             1459.6        614.0
             1521.9        612.0
[            1560.9        610.0
            1579.9                       Centerline
[            1592.7        610.0
             1601.8        612.0
             1638.5        614.0
            1671.1        616.0
            1689.1        618.0
            1707.2        620.0
            1724.9        622.0
            1744.3        624.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1090.1      0.200
            1579.9      0.090        Centerline
            1599.7      0.075
            1989.2      0.075
            End         0.200

     End of N-values

End of Cross Section   [ BB-2.4



Start of Cross Section

     Xsect  717
     Comment Card Cross Section BB-2.5

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-4

         Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
[          964.5       611.53      Channelbank [CB
[          966.0       610.64      [GR
          967.6       608.76      CHANNELBANK [GR
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
          982.0       608.0       CHANNELBANK

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1014.6        632.0
            1051.0        630.0
            1087.7        628.0
            1132.5        626.0
            1158.8        624.0
            1181.2        622.0
            1266.7        620.0
            1309.7        618.0
[            1381.8        616.0
            1400.8                       Centerline
         [  1424.3        616.0
            1474.5        618.0
            1490.1        620.0
            1507.5        622.0
            1521.9        624.0
            1535.0        626.0
            1548.2        628.0
            1561.1        630.0
            1574.0        632.0
            1587.1        634.0
            1597.5        636.0
            1607.4        638.0
            1620.6        640.0
            1634.8        642.0
            1648.1        644.0
            1662.0        646.0
            [ 1679.1      648.0
            [ 1703.1      650.0
            [ 1749.3      652.0
            [ 1782.2      654.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1075.4      0.200
            1400.8      0.090        Centerline
            1440.1      0.070
            1651.8      0.075
            1705.4      0.075
            End         0.200

     End of N-values

End of Cross Section   [ BB-2.5



Start of Cross Section

     Xsect 1125
     Comment Card Cross Section BB-3.0

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-4
           [       SECTION MODIFIED

          Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
[          964.5       611.53      Channelbank [CB
[          966.0       610.64      [GR
          967.6       608.76      CHANNELBANK [GR
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
          982.0       608.0       CHANNELBANK
[          981.6       611.22      [GR
[          984.3       611.78      [GR
[          986.1       612.04      Channelbank [CB
[        [ 988.6       611.90      [BM CESI BB4
[        [ 988.7       611.89      [BM CESI BB4
[          1009.7       612.13      [GR
[          1015.7       611.79      [GR
[          1029.3       612.50      [GR
[          1051.9       614.27      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1003.0        644.0
            1022.5        642.0
            1049.2        640.0
            1086.9        638.0
            1139.4        636.0
            1250.3        634.0
            1318.0        632.0
            1370.9        630.0
            1408.1        628.0
            1439.2        626.0
            1450.8        624.0
            1463.1        622.0
            1488.9        620.0
            1621.2        618.0
[            1630.5        616.0
[            1639.1        614.0
            1642.5                    CENTERLINE
[            1646.1        614.0
[            1658.0        616.0
            1671.3        618.0
            1712.0        620.0
            1731.4        622.0
            1743.4        624.0
            1753.1        626.0
            1763.3        628.0
            1773.9        630.0
            1782.4        632.0
            1790.0        634.0
            1799.2        636.0
            1808.9        638.0
            1818.8        640.0
            1828.8        642.0
            1838.6        644.0
            [ 1848.2      646.0
            [ 1855.2      648.0
            [ 1864.0      650.0
            [ 1882.3      652.0
            [ 1908.4      654.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1069.7      0.200
            1329.5      0.080
            1420.0      0.070
            1450.7      0.080
            1638.9      0.070        Centerline
            1655.8      0.070
            1908.3      0.075
            End         0.200

     End of N-values

End of Cross Section   [ BB-3.0



Start of Cross Section

     Xsect 1589
     Comment Card Cross Section BB-3.1

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-4
           

          Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
          964.5       608.53      Channelbank [CB
[          966.0       610.64      [GR
[          967.6       608.76      [GR
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
[          981.6       611.22      [GR
[          984.3       611.78      [GR
          986.1       608.04      Channelbank [CB
[        [ 988.6       611.90      [BM CESI BB4
[        [ 988.7       611.89      [BM CESI BB4
[          1009.7       612.13      [GR
[          1015.7       611.79      [GR
[          1029.3       612.50      [GR
[          1051.9       614.27      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1010.0        648.0
            1038.5        646.0
            1065.7        644.0
            1091.1        642.0
            1126.3        640.0
            1171.8        638.0
            1226.2        636.0
            1256.8        634.0
            1286.4        632.0
            1308.1        630.0
            1335.6        628.0
            1366.3        626.0
            1394.7        624.0
[            1445.2        622.0
[            1473.4        620.0
[            1480.0        618.0
            1484.6                       Centerline
[            1490.3        618.0
[            1499.0        620.0
[            1686.5        622.0
            1749.5        624.0
            1758.4        626.0
            1767.3        628.0
            1776.5        630.0
            1788.3        632.0
            1801.0        634.0
            1817.0        636.0
            1834.1        638.0
            1874.3        640.0
            1909.1        642.0
            1927.4        644.0
            1945.1        646.0
            1956.6        648.0
            [ 1981.0      650.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1040.3      0.200
            1289.3      0.080
            1484.6      0.070        Centerline
            1778.5      0.070
            1920.0      0.075
            End         0.200

     End of N-values

End of Cross Section   [ BB-3.1



Start of Cross Section

     Xsect 2063
     Comment Card Cross Section BB-3.2

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
            [ Note: Field data is from BRIDGE SECTION BB-4
           [          SECTION MODIFIED

          Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
           962.0       609.0       CHANNELBANK
[          964.5       611.53      Channelbank [CB
[          966.0       610.64      [GR
          967.6       608.76      [GR
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
          982.0       608.0       CHANNELBANK
[          981.6       611.22      [GR
[          984.3       611.78      [GR
[          986.1       612.04      Channelbank [CB
[        [ 988.6       611.90      [BM CESI BB4
[        [ 988.7       611.89      [BM CESI BB4
[          1009.7       612.13      [GR
[          1015.7       611.79      [GR
[          1029.3       612.50      [GR
[          1051.9       614.27      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            [ 1020.7      652.0
            [ 1046.2      650.0
            1072.1        648.0
            1132.5        646.0
            1259.3        644.0
            1315.2        642.0
            1351.4        640.0
            1383.0        638.0
            1397.5        636.0
            1407.3        634.0
            1417.8        632.0
            1434.0        630.0
            1451.6        628.0
            1471.8        626.0
            1500.9        624.0
[            1583.8        622.0
[            1594.8        620.0
[            1605.4        618.0
            1605.8                       Centerline
[            1606.8        618.0
[            1618.1        620.0
[            1627.1        622.0
            1635.8        624.0
            1648.5        626.0
            1661.2        628.0
            1673.5        630.0
            1693.9        632.0
            1735.8        634.0
            1762.3        636.0
            1785.9        638.0
            1806.3        640.0
            1821.5        642.0
            1836.9        644.0
            1853.2        646.0
            1868.7        648.0
            [ 1883.3      650.0
            [ 1900.6      652.0
            [ 1919.7      654.0
            [ 1938.0      656.0
            [ 1955.6      658.0
            [ 1970.9      660.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1041.8      0.200
            1464.9      0.080
            1605.8      0.070        Centerline
            1753.9      0.070
            1933.2      0.080
            1987.8      0.070
            End         0.200

     End of N-values

End of Cross Section   [ BB-3.2



Start of Cross Section

     Xsect 2231
     Comment Card Cross Section BB-4.0  

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-4
           [          SECTION MODIFIED

          Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
           962.0       609.0       CHANNELBANK
[          964.5       611.53      Channelbank [CB
[          966.0       610.64      [GR
          967.6       608.76      [GR
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
          982.0       608.0       CHANNELBANK
[          981.6       611.22      [GR
[          984.3       611.78      [GR
[          986.1       612.04      Channelbank [CB
[        [ 988.6       611.90      [BM CESI BB4
[        [ 988.7       611.89      [BM CESI BB4
[          1009.7       612.13      [GR
[          1015.7       611.79      [GR
[          1029.3       612.50      [GR
[          1051.9       614.27      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            [ 1014.8      656.0
            [ 1033.3      654.0
            [ 1051.2      652.0
            1069.2        650.0
            1086.3        648.0
            1106.9        646.0
            1127.7        644.0
            1153.1        642.0
            1179.6        642.0
            1227.2        642.0
            1241.0        640.0
            1263.9        638.0
            1299.3        636.0
            1332.0        634.0
            1362.9        632.0
            1381.0        630.0
            1424.3        628.0
            1484.0        626.0
            1518.5        624.0
            1565.0        624.0
[            1584.0        624.0
[            1594.0        622.0
[            1603.6        620.0
            1606.0                       Centerline
[            1611.1        620.0
[            1616.4        622.0
[            1619.7        624.0
            1642.4        626.0
            1658.8        628.0
            1662.6        630.0
            1671.2        632.0
            1692.3        634.0
            1712.4        636.0
            1733.6        638.0
            1753.4        640.0
            1769.3        642.0
            1786.1        644.0
            1801.8        646.0
            1815.9        648.0
            1831.0        650.0
            [ 1847.9      652.0
            [ 1865.5      654.0
            [ 1882.1      656.0
            [ 1904.1      658.0
            [ 1927.0      660.0

     End of Topo Data

    Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1040.8      0.200
            1606.0      0.080        Centerline
            1889.4      0.080
            1957.3      0.070
            End         0.200

     End of N-values

End of Cross Section   [ BB-4.0  SURVEY



Start of Cross Section

     Xsect 2739
     Comment Card Cross Section BB-4.1

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-4
           [          SECTION MODIFIED

          Relate to Invert
          Data Centerline 972.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          912.6       611.50      [GR
[          929.9       611.59      [GR
[          933.4       611.72      [GR
[          946.5       611.83      [GR
[          956.9       611.81      [GR
           962.0       609.0       CHANNELBANK
[          964.5       611.53      Channelbank [CB
[          966.0       610.64      [GR
          967.6       608.76      [GR
          968.2       604.87      [TE
          969.0       604.41      [H2O
          971.8       604.44      [H2O
        [ 973.9       609.77      [CL BR
          975.3       604.62      [H2O
          975.8       605.23      [TE
        [ 975.8       604.12      [DS IN
          982.0       608.0       CHANNELBANK
[          981.6       611.22      [GR
[          984.3       611.78      [GR
[          986.1       612.04      Channelbank [CB
[        [ 988.6       611.90      [BM CESI BB4
[        [ 988.7       611.89      [BM CESI BB4
[          1009.7       612.13      [GR
[          1015.7       611.79      [GR
[          1029.3       612.50      [GR
[          1051.9       614.27      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1078.2        650.0
            1127.7        648.0
            1174.9        646.0
            1245.8        644.0
            1295.3        642.0
            1321.2        640.0
            1344.1        638.0
            1367.1        636.0
            1392.6        634.0
            1423.3        632.0
            1451.4        630.0
            1483.3        628.0
[            1503.1        626.0
[            1510.1        624.0
[            1517.2        622.0
            1520.8                       Centerline
[            1525.9        622.0
[            1531.5        624.0
            1537.1        626.0
            1574.1        626.0
            1611.5        626.0
            1687.6        628.0
            1729.6        630.0
            1766.7        632.0
            1791.9        634.0
            1817.0        636.0
            1895.9        638.0
            1948.1        640.0
            1965.4        642.0
            1982.6        644.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1054.2      0.200
            1520.8      0.080        Centerline
            1818.3      0.080
            1988.6      0.070
            End         0.200

     End of N-values

End of Cross Section   [ BB-4.1



Start of Cross Section

     Xsect 2946
     Comment Card Cross Section BB-4.2

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-5

            Relate to Invert
          Data Centerline 1012.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          908.8       631.67      [GR
[          947.2       631.49      [GR
[          976.2       631.80      [GR
        [ 1000.0       634.67      [BM BB5
          1000.6       631.57      Channelbank [CB
        [ 1003.2       622.15      [DS IN
          1007.5       624.69      [TE
          1008.0       624.51      [H2O
          1011.7       624.18      [H2O
          1015.3       624.42      [H2O
          1016.5       624.78      [TE
          1025.5       630.90      Channelbank [CB
[          1062.2       631.10      [GR
[          1107.5       631.38      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1040.3        652.0
            1084.6        650.0
            1169.5        648.0
            1207.2        646.0
            1248.5        644.0
            1305.0        642.0
            1345.4        640.0
            1390.7        638.0
            1469.8        636.0
            1509.8        634.0
            1537.5        632.0
            1571.5        630.0
[            1640.1        628.0
[            1657.9        626.0
[            1675.1        624.0
            1686.6                       Centerline
[            1698.1        624.0
[            1703.3        626.0
[            1760.1        628.0
            1795.8        630.0
            1819.4        632.0
            1831.2        634.0
            1848.4        636.0
            1867.5        638.0
            1885.1        640.0
            1938.0        642.0
            2020.4        644.0
            2046.4        646.0
            2068.2        648.0
            2088.3        650.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1056.0      0.200
            1686.6      0.080        Centerline
            1876.6      0.080
            2100.1      0.070
            End         0.200

     End of N-values

End of Cross Section   [ BB-4.2



Start of Cross Section

     Xsect 3087
     Comment Card Cross Section BB-4.9

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

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-5

            Relate to Invert
          Data Centerline 1012.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
[          908.8       631.67      [GR
[          947.2       631.49      [GR
[          976.2       631.80      [GR
        [ 1000.0       634.67      [BM BB5
          1000.6       631.57      Channelbank [CB
        [ 1003.2       622.15      [DS IN
          1007.5       624.69      [TE
          1008.0       624.51      [H2O
          1011.7       624.18      [H2O
          1015.3       624.42      [H2O
          1016.5       624.78      [TE
          1025.5       630.90      Channelbank [CB
[          1062.2       631.10      [GR
[          1107.5       631.38      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            [ 1029.0      652.0
            [ 1120.6      650.0
            1206.5        648.0
            1266.0        646.0
            1323.2        644.0
            1375.2        642.0
            1436.9        640.0
            1487.4        638.0
            1516.8        636.0
            1549.6        634.0
            1596.6        632.0
            1644.9        630.0
[            1669.0        628.0
[            1675.0        626.0
[            1680.9        624.0
[            1686.8        622.0
[            1692.8        620.0
            1697.4                       Centerline
[            1698.6        618.0
[            1698.8        618.0
[            1700.7        620.0
[            1702.5        622.0
[            1704.3        624.0
[            1706.2        626.0
[            1708.0        628.0
[            1718.7        628.0
[            1730.9        628.0
            1887.9        630.0
            1915.9        632.0
            1932.5        634.0
            1977.0        636.0
            2005.9        638.0
            2044.3        640.0
            2060.5        642.0
            2072.5        644.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1089.9      0.200
            1697.4      0.080        Centerline
            1937.9      0.080
            End         0.200

     End of N-values

End of Cross Section   [ BB-4.9






Start of Structure       [Culvert
     
        Xsect  3182
        Comment Card STEELE CREEK RD.
        Comment Card Structure ID: BB-5
     
        Final Centerline 5000
      [ Print Xsect  A B C D E F        [Normal Bridge
      [ Print Xsect  A B D F            [Special Bridge/Culvert
        Print Xsect  B C D E               [Initial Setting

      [ Blend Data Based on Field Data

        Structure Width 70.5
        Structure N-value 0.015   [changed from 0.015   cmp   gcr

        Levee Left Elevation B 634.7   4981.93
        Levee Right Elevation B 635.14   5020.17

        Levee Left Elevation E 634.7   4978.6
        Levee Right Elevation E 635.14 5023.5

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



   Start of Field Data

          Relate to Invert
          Data Centerline 1012.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
          908.8       631.67      [GR
          947.2       631.49      [GR
          976.2       631.80      [GR
        [ 1000.0       634.67      [BM BB5
          1000.6       631.57      Channelbank [CB
        [ 1003.2       622.15      [DS IN
          1007.5       624.69      [TE
          1008.0       624.51      [H2O
          1011.7       624.18      [H2O
          1015.3       624.42      [H2O
          1016.5       624.78      [TE
          1025.5       630.90      Channelbank [CB
          1062.2       631.10      [GR
          1107.5       631.38      [GR
          
   End of Field Data
          
      Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1025.9        642.0
            1159.3        642.0
            1194.0        644.0
            1195.2        644.0
            1207.6        644.0
            1208.3        644.0
            1246.4        642.0
            1271.8        640.0
            1298.6        638.0
            1318.2        636.0
            1363.3        634.0
            1405.0        632.0
[            1636.1        630.0
[            1640.4        628.0
[            1642.8        626.0
            1646.9                       Centerline
[            1658.1        626.0
[            1667.5        628.0
[            1682.1        630.0
            1939.2        632.0
            1959.3        632.0
            2055.0        632.0
          
  End of Topo Data
          
   Start of Top of Structure Data
 
     Looking D/S
     Data Centerline 1648.6
            Station       Elevation      Comment
            1025.7        646.0
            1112.8        644.0
            1193.7        642.0
            1277.1        640.0
            1364.1        638.0
            1487.9        636.0

          1554.2       634.70      [TR
          1601.1       634.80      [TR
          1639.5       635.08      [TR
          1681.8       635.20      [TR
          1714.5       635.45      [TR

[            1698.8        634.0
[            1795.6        634.0
            1921.9        636.0
            1989.2        638.0
            2057.2        640.0
            2142.8        642.0


          
   End of Top of Structure Data
          
   Start of Culvert Data

        [ Rail Height ?.?
          Data Centerline 1012.0    [Calculated from TE shots
          
          Elliptical Culvert    [UIE1 6.6 7.15
             Width 7.2
             Height 6.6
             Centerline 1010.4
             Invert US 624.41
             Invert DS 624.23
             ENTRANCE 0.4          [changed from 0.4, looks conformed to slope
             EXIT 1.0
          
   End of Culvert Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1068.8      0.200
            1648.6      0.075        Centerline
            1910.9      0.075
            End         0.200

     End of N-values

End of Structure    [BB-5
                    [STEELE CREEK RD.

Start of Cross Section

     Xsect 3229
     Comment Card Cross Section BB-5.1

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

     Contraction Coefficient 0.3
     Expansion Coefficient 0.5

   [ Left Overbank Distance
   [ Right Overbank Distance

     Start of Field Data
           [ Note: Section is related to the stream invert
           [ Note: Field data is from BRIDGE SECTION BB-5

          Relate to Invert
          Data Centerline 1012.0    [Calculated from TE shots
          
          Station    Elevation    Comment
          
          908.8       631.67      [GR
          947.2       631.49      [GR
          976.2       631.80      [GR
        [ 1000.0       634.67      [BM BB5
          1000.6       631.57      Channelbank [CB
        [ 1003.2       622.15      [DS IN
          1007.5       624.69      [TE
          1008.0       624.51      [H2O
          1011.7       624.18      [H2O
          1015.3       624.42      [H2O
          1016.5       624.78      [TE
          1025.5       630.90      Channelbank [CB
          1062.2       631.10      [GR
          1107.5       631.38      [GR

     End of Field Data

     Start of Topo Data
     Looking D/S

            Station       Elevation      Comment
            1025.9        642.0
            1159.3        642.0
            1194.0        644.0
            1195.2        644.0
            1207.6        644.0
            1208.3        644.0
            1246.4        642.0
            1271.8        640.0
            1298.6        638.0
            1318.2        636.0
            1363.3        634.0
            1405.0        632.0
[            1636.1        630.0
[            1640.4        628.0
[            1642.8        626.0
            1646.9                       Centerline
[            1658.1        626.0
[            1667.5        628.0
[            1682.1        630.0
            1939.2        632.0
            1959.3        636.0
            2055.0        644.0

     End of Topo Data

     Start of N-values
       Looking D/S
       Channel N-Value 0.060

            Station     N-value      Comment
            1055.6      0.200
            1646.9      0.075        Centerline
            1924.8      0.075
            End         0.200

     End of N-values

End of Cross Section   [ BB-5.1


Begin Verbatim
EJ
End Verbatim

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

Begin Verbatim
T1      US Army Engineer District Wilmington            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      10-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      3.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      US Army Engineer District Wilmington            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      25-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      4.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      US Army Engineer District Wilmington            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      50-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      5.0                     %SLOPE                            %SWSEL
J24.            -1.0
T1      US Army Engineer District Wilmington            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      100-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      6.0                     %SLOPE                            %SWSEL
J25.            -1.0
T1      US Army Engineer District Wilmington            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      100-yearFU Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      7.0                     %SLOPE                            %SWSEL
J26.            -1.0
T1      US Army Engineer District Wilmington            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      500-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      8.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

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

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

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      Floodway                   Date: %DATE    ENG: %ENG  ET: %ET
J1      2.0                                                      %SWSELF
J215.           -1.0
End Verbatim

                        End of Option Floodway

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

[ =============================================================================
                        Start of Option Mappers

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      500-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

                        End of Option Mappers
[ =============================================================================

[ =============================================================================
                        Start of Option Rating

Begin Verbatim
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      5-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      8.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      10-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      2.0                     %SLOPE                            %SWSEL
J23.            -1.0
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      25-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      9.0                     %SLOPE                            %SWSEL
J24.            -1.0
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      50-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      3.0                     %SLOPE                            %SWSEL
J25.            -1.0
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      100-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      4.0                     %SLOPE                            %SWSEL
J26.            -1.0
T1      US ARMY ENGINEER DISTRICT WILMINGTON            %CNTY             FIS
T2      Stream Name: %STREAM                                   Comm. No. %COMM
T3      500-year Flood               Date: %DATE    ENG: %ENG  ET: %ET
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim
                        End of Option Rating

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


Begin Verbatim
Blank Line
Blank Line
Blank Line
ER
End Verbatim
