Suppress Warnings
Suppress XSect
Station Separation 0.1

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

LET %DATE = 09/30/92    [PRESENT DATE
LET %SLOPE = .0005      [STARTING SLOPE
LET %SWSEL = 267        [STARTING WATER SURFACE
LET %SWSELF = 262.95    [STARTING FLOODWAY WSEL= 100-YR NAT. WSEL

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


Activate Option Multiple
[Activate Option Floodway

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

[Activate Option Existing

[Activate Option No_MLK                 [ This Does not include the proposed MLK Parkway
Activate Option Proposed                [ This Has The Proposed MLK Parkway in

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

[Activate Option Detailed_Output
Activate Option Summary_Output

[Activate Option HSMM_FW_Output

[ =============================================================================
                        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
        Septembar 1992


        Northeast Creek North Prong


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


        Engineer : Thomas Hale
        Floodway Engineer : David Key

        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: Bill Welch
            Address: 1905 E. Cornwallis

            Phone: 919 544-4049

            The witness has lived in the area for approximately 9 years.
            He stated that water comes up into his yard about 8 times a year.
            An elvation was established on the spot he indicated on 9-9-91.
            The elvation is 288.63 +/-.


            Interviewer: CEM/TAK

            Historical Elevation Reduction:

                There are  no past or existing gage stations on the Northeast North Prong CR..


                At SR 1121: Cornwallis Rd.

                Q = 319 cfs                     -   2  -year discharge

                High Water EL =  288.63 +/-           - surveyed

                Cross Section 11320

                HEC2 elevation =  289.14



        2)  ********This survey is approx 500' D/S of the structure.
            ********The area located is on a slope and there could be a error
            ********of 3 to 5 feet in elevation.

            Witness: Mrs. J. K. Elliott
            Address: 1413 Carpenter Fletcher Rd.

            Phone: 919 544-1503

            The witness has lived in this area for approximately 39 years.
            She stated that the highest water occured once in 39 years.  She did not remember
            the year.  She indicated a spot in her yard.  Elevation on spot was
            established on 9-9-91.  Elevation of spot 262.67 +/-.


            Interviewer: TAK/CEM

            Historical Elevation Reduction:

                There are no existing gage stations on  Northeast North Prong CR..


                At SR 1182 : Carpenter-Fletcher Rd.

                Q = ???? cfs                    -   -year discharge

                Top of Road =                   -

                High Water EL =  262.67 +/-           - surveyed

                Cross Section 2659

                HEC2 elevation =
                                  U/S side of structure
                                  2  yr = 269.20
                                  10 yr = 269.85
                                  25 yr = 270.04

                                  D/S side of structure
                                  2  yr = 265.29
                                  10 yr = 266.94
                                  25 yr = 267.42



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

     1
     2


     Historical events seem


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

     Reference Point

        Northeast North Prong CR. model's stream cross sections are referenced in
        feet above the confluence with Northeast Creek.

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

     Invert Data Support Information

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

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

     Starting Station, Starting WSEL, and Starting Slope

        Northeast North Prong CR. has been previously studied.  The starting station
        for Northeast North Prong CR. is at  ????.

        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

              803       257.47   [At Meridian Parkway
              1306      257.70   [At abandoned rd. U/S of Meridian Parkway

              SS = (241.8-232.8)/(1306-803)= 0.000457256

          **  SS = 0.0005
             ==============


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

              Sta.      Invert

              803       256.67   [At Meridian Parkway
              1306      256.60   [At abandoned rd. U/S of Meridian Parkway

              SS = 0.7/503= 0.0013917

              SS = 0.0014

[ =============================================================================
                        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 North Prong CR.        Eng:TFH  ET:TFH       Comm. No. 2379
T3      NENP     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 North Prong CR.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      NENP     10-Year                Date: %DATE           10-year event
J1      2.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

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

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

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                     Durham Co NC FIS
T2      Stream Name: Northeast North Prong CR. ENG:DMK  ET:TFH   Comm. No. 2379
T3      NENP  Floodway            Date: %DATE                    100-year Floodway
J1      4.0                     %SLOPE                            %SWSEL
J21.            -1.0
End Verbatim

Start of Option HSMM_FW_Output
Begin Verbatim
J338.   1.      52.     4.      13.     14.     15.     53.     27.     21.
J322.   28.     54.
J3200.
NC0.18  0.18    0.05    0.1     0.3
End Verbatim
End of Option HSMM_FW_Output

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

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

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast North Prong CR.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      NENP     Historic               Date: %DATE           Hist, 2-yr
J1      6.0                     %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 North Prong CR.       ENG:TFH  ET:TFH       Comm. No. 2379
T3      NENP     100-FW                 Date: %DATE           100-year Floodway
J1      4.0                     %SLOPE                            %SWSEL
J21.            -1.0
J338.   39.     1.      42.     53.     27.     21.     22.     28.     54.
J34.
NC0.18  0.18    0.05    0.1     0.3            [******************************
End Verbatim                                   [** NOTE:  Check for correct **
                                              [**        card set-up       **
                        End of Option Mapping  [******************************
[ =============================================================================



Start of Invert Data

        Station         Elevation       Comment

        [0.1                             [CONFNEC
        267            256             [256 CONTOUR
        803             256.67          [NENPMERPKY
        [1093                            [NENPTOPOMERPKY
        1306            256.6           [NENPABANRD
        [1355                            [CONFUNTTONENP
        [1388           258             [258 CONTOUR
        [1502                            [NENPTOPOABANRD
        [2219           260             [260 CONTOUR
        2659            260.53          [NENPSR1182
        [2885                            [NENPTOPOSR1182
        [3345           262             [262 CONTOUR
        [3448                            [NENPX-SECT0.8
        [4181           264             [264 CONTOUR
        4316            258.02          [NENPX-SECT1.0
        [5176                            [NENPX-SECT1.5
        [5682            266             [266 CONTOUR
        [5717                            [NENPX-SECT1.7
        6240             264.25         [NENPX-SECT2.0
        [6566            268             [268 CONTOUR
        [7133                            [NENPX-SECT2.3
        7960.5           266.47         [surveyed d/s invert
                                        [top of culvert 274.47- diameter 8 = 266.47
        8001             268.87         [NENPOBIEDR
        [8041.5          266.9
        [8083                            [NENPTOPOOBIEDR
        [8266            270             [270 CONTOUR
        [8819                            [NENPX-SECT2.8
        [9014            272             [272 CONTOUR
        [9548            274             [274 CONTOUR
        9666             270.48         [NENPX-SECT3.0
        [9962                            [CONFUNTOFNENP
        [10000           276             [276 CONTOUR
        10169            275.45         [D/S Invert
        [10224                           [NENPMLK
        10279            276.70         [U/S Invert
        [10410           278             [278 CONTOUR
        [10608                           [NENPX-SECT3.3
        [10896           280             [280 CONTOUR
        [11267           282             [282 CONTOUR
        11297            280.90         [NENPSR1211
        [11359           284             [284 CONTOUR
        [11604                           [NENPTOPOSR1211
        [11921                          [NENPX-SECT3.6
        [12166           286             [286 CONTOUR
        [12373                           [NENPX-SECT3.7
        [12806           288             [288 CONTOUR
        13299            287.35         [NENPX-SECT4.0
        [13519           290             [290 CONTOUR
        [13977           292             [292 CONTOUR
        [14163                           [NENPX-SECT4.3
        [14256           294             [294 CONTOUR
        [14530           296             [296 CONTOUR
        [15069                           [NENPX-SECT4.7
        [15121           298             [298 CONTOUR
        [15690           300             [300 CONTOUR
        16024            300.93         [NENPX-SECT5.0
        [16436                           [NENPX-SECT5.4
        16688           306             [306 CONTOUR
        [16899           308             [308 CONTOUR
        [17136           310             [310 CONTOUR
        17144           308            [d/s
        [17244            310          [NENPHWY55
        17344           310             [u/s
        [17417           312             [312 CONTOUR
        [17564           314             [314 CONTOUR
        [17593                           [NENPTOPOHWY55
        17836           316             [316 CONTOUR


End of Invert Data

Start of Option Existing
Start of Discharge Data

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

        0.1          1646    2415    2813    4009       842     1281    2073
        9962         626     919     1071    1528       319     487     789
        15644        548     800     930     1319       284     429     688

End of Discharge Data
End of Option Existing

Start of Discharge Data

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

        0.1          1646    2415    2813    4009     2813       842     1281    2073
        10608        626     919     1071    1528     1071       319     487     789
        15644        548     800     930     1319     930        284     429     688

End of Discharge Data

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


Start of Encroachment Data

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

 595    0  0  0  0  0  9.11   0  0  4800   5300         [ Meridian "A"
 731    0  0  0  0  0  9.11   0  0  4962.9 5400         [          "B"
 873    0  0  0  0  0  9.11   0  0  4988.5 5400         [          "D"

 1292   0  0  0  0  0  9.11   0  0  4950   5250         [ Abandoned "B"
 1319   0  0  0  0  0  9.11   0  0  4950   5250         [ Abandoned "D"
 1350   0  0  0  0  0  9.11   0  0  4950   5250         [ Abandoned "F"

 2564   0  0  0  0  0  9.11   0  0  4950   5250         [ Carpenter  "A"
 2640   0  0  0  0  0  9.11   0  0  4950   5190         [ Carpenter  "B"
 2677   0  0  0  0  0  9.11   0  0  4950   5190         [ Carpenter  "D"
 2697   0  0  0  0  0  9.11   0  0  4950   5190         [ Carpenter  "F"

 3448   0  0  0  0  0  9.11   0  0  4950   5200         [ 0.8
 4316   0  0  0  0  0  9.11   0  0  4750   5050         [ 1.0
 5176   0  0  0  0  0  9.11   0  0  4770   5050         [ 1.5
 5717   0  0  0  0  0  9.11   0  0  4880   5120         [ 1.7
 6240   0  0  0  0  0  9.11   0  0  4850   5120         [ 2.0
 7133   0  0  0  0  0  9.11   0  0  4950   5140         [ 2.3

 7879   0  0  0  0  0  9.11   0  0  4925   5060         [ Obie  "A"
 7959   0  0  0  0  0  9.11   0  0  4935   5060         [ Obie  "B"
 8041   0  0  0  0  0  9.11   0  0  4935   5060         [ Obie  "D"
 8062   0  0  0  0  0  9.11   0  0  4925   5060         [ Obie  "F"

 8819   0  0  0  0  0  9.11   0  0  4880   5115         [ 2.8
 9666   0  0  0  0  0  9.11   0  0  4950   5320         [ 3.0

Start of Option proposed

 10168  0  0  0  0  0  10.41  0  0  0      0            [ MLK Parkway "B"

End of Option Proposed

Start of Option No_MLK

 [ 10168  0  0  0  0  0  10.41  0  0  0     0              [ MLK "B"

 10168  0  0  0  0  0  9.11   0  0  4986   5499         [ MLK Parkway "B"
 10280  0  0  0  0  0  9.11   0  0  4986   5499         [ MLK Parkway "E"

End of Option No_MLK

 10608  0  0  0  0  0  9.11   0  0  4942   5040         [ 3.3

 11248  0  0  0  0  0  9.11   0  0  4950   5050         [ Cornwallis "A"
 11272  0  0  0  0  0  9.11   0  0  4950   5050         [ Cornwallis "B"
 11320  0  0  0  0  0  9.11   0  0  4950   5050         [ Cornwallis "D"
 11327  0  0  0  0  0  9.11   0  0  4950   5050         [ Cornwallis "F"

 11921  0  0  0  0  0  9.11   0  0  4950   5050         [ 3.6
 12373  0  0  0  0  0  9.11   0  0  4890   5060         [ 3.7
 13299  0  0  0  0  0  9.11   0  0  4920   5070         [ 4.0
 14163  0  0  0  0  0  9.11   0  0  4920   5020         [ 4.3
 15069  0  0  0  0  0  9.11   0  0  4960   5045         [ 4.7
 16024  0  0  0  0  0  9.11   0  0  4963   5037         [ 5.0
 16436  0  0  0  0  0  10.41  0  0  0      0            [ 5.4

 17143  0  0  0  0  0  9.11   0  0  4975   5020         [ NC 55  "B"
 17344  0  0  0  0  0  9.11   0  0  4975   5035         [ NC 55  "D"
 17445  0  0  0  0  0  9.11   0  0  4975   5035         [ NC 55  "F"



End of Encroachment Data


[ Meridian Parkway

START OF STRUCTURE
        XSect 803
        Comment Card MERIDIAN PARKWAY
        Comment Card 100 year is in inlet control not outlet, use special bridge
        Final Centerline 5000.
        [Print Xsect   B C D E F        [Normal Bridge
        Print Xsect A B D             [Special Bridge
        Blend Data Based on Field Data
        Structure Width 141
       Structure N-value 0.018

       Start of Special Bridge
       End of Special Bridge

        Levee Left Elevation B 266.74
        Levee Right Elevation B 262.5

[        Start of Special Culvert
[
[         Number of Culverts 2
[         Culvert N-Value 0.018
[         Entrance Loss Coefficient 0.40
[         Weir Flow Coefficient 3.0
[         Rise 7
[         Span 17
[         Length  141
[         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 1012 [975

                Station         Elevation       Comment

                [850             266.67         [ On fill
                [875             267.17         [ On fill
                [884             260.47          [Start of Rail [On fill
                900             258.97          [Channelbank Left A B
                925             258.57
                950             258.77
                975             258.47          Channelbank Left A B
                1000            257.47          [T/E
                1000.1          257.17
                1003            256.67
                1005            257.47          [T/E
                [1009            257.97          [C/L Culvert 1
                1017            257.17
                [1026            258.17          [C/L Culvert 2
                1031            257.47          [T/E
                1033            257.17          [C/L Stream
                1035            257.47          [T/E
                1035.1          257.07          [End of opening
                1050            258.67          Channelbank Right A B
                1075            258.57
                1100            257.37
                1125            258.57
                1150            258.87
                1175            258.57
                1200            258.67
                [1225            259.77         [On fill
                [1250            266.07         [On fill


        End of Field Data

        Start of Topo Data

          Looking D/S


                Station         Elevation       Comment

                 1000           276
                 1021           270
                 1038           268
                 1047           266
                 1062           264
                 1073           262
                 1138           260
                 1377           258
                 1394                              Centerline
                 1411           258
                 1624           258
                 1944           258
                 1984           260
                 2004           262
                 2027           268
                 2055           268
                 2108           268
                 2145           270
                 2307           278


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1012 [975

                Station         Elevation       Comment

                [495             268
                662             267.37          [Interporlated point
                850             266.74
                875             266.97
                884             267.15          Rail
                900             268.57
                925             269.07
                950             268.97
                975             268.97
                1000            268.97
                1050            269.07
                1075            268.97
                1100            269.07
                1125            269.07
                1150            268.77
                1175            268.97
                1200            268.57
                [1215            266
                1224            268.17          Rail
                1225            267.67
                1250            266.65
                1423            264
                1594            264
                1633            266
                1714            268



        End of Top of Structure Data

        START OF CULVERT DATA

                Rail Height 0.88 [3.5/ 4 = 0.875 to correct rail bug
                Data Centerline 1012 [975

                Box Culvert [1
                        Width 17
                        Height 7
                        Centerline 1009
                        Invert 257.97

                Box Culvert [2
                        Width 17
                        Height 7
                        Centerline 1026
                        Invert 257.97 [258.17 is invert on fill


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.061
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.0
                 1528          .13000              Centerline
                 1667          .14500
                 2500          .195             [upon further review by SKE/DMK
                End            100.00000


        End of N-Values

END OF STRUCTURE



[ Abandoned Road

START OF STRUCTURE

        XSect 1306
        Comment Card Abandoned Road
        Final Centerline 5000.
[        Print Xsect   B C D E F        [Normal Bridge

       Print Xsect  B D F            [Special Bridge

        Blend Data Based on Field Data
        Structure Width 26
       Structure N-value 0.045

       Start of Special Bridge
       End of Special Bridge

        Levee Left Elevation B 264.0
        Levee Right Elevation B 265.2

        Start of Field Data
        [Relate to Invert

                Looking D/S
                [Data Centerline 1013

                Station         Elevation       Comment

                950             260.6
                975             260.1
                1000            260.5           Channelbank Left B F [Start of Opening
                1015            257.9
                1018            257.7           [T/E
                1025            256.6
                1030            257.3           [End of Opening
                1050            259.1           Channelbank Right B F
                1075            259.9

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           280
                 1113           270
                 1164           262
                 1210           260
                 1248                              Centerline
                 1296           260
                 1973           262
                 2006           264
                 2055           264
                 2152           266
                 2170           270
                 2238           272
                 2286           274
                 2322           276
                 2367           278


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013

                Station         Elevation       Comment

                [413             268
                [720             268
                765             280             [point from topo
                824             266
                950             265.9
                975             265.8
                1000            266.0
                1030            265.6
                1050            265.3
                1075            265.2
                1344            266
                1568            268
                1935            270             [ground point from topo


        End of Top of Structure Data

        START OF BRIDGE DATA

                DECK THICKNESS  2.3
                [RAIL HEIGHT     N/A
                DATA CENTERLINE 1013
                [X Factor

                ABUTMENT Station 1000
                FILL Station    1000.1


                Fill Station 1030
                Abutment Station 1030.1

        END OF BRIDGE DATA

        Start of N-Values
        Channel N-Value 0.061
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1254          .13000              Centerline
                 1401          .14500
                 1900          .19              [ This Added By DMK  after speaking with SKE (9-30-92)
                End            100.00000


        End of N-Values

END OF STRUCTURE


[ SR 1182 Carpenter Fletcher Road

START OF STRUCTURE

        XSect 2659
        Comment Card SR 1182 Carpenter Fletcher Rd.
        Comment Card Special Bridge because in outlet control not inlet
        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 0.011

       Levee Left Elevation B 267.4
       Levee Right Elevation B 267.4

      Start of Special Bridge
      End of Special Bridge

[        Start of Special Culvert
[
[         Number of Culverts 3
[         Culvert N-Value 0.011
[         Entrance Loss Coefficient 0.50
[         Weir Flow Coefficient 3.0
[         Rise 5
[         Span 0
[         Length  36
[         FHWA Chart 1
[         FHWA Scale 1
[        Channel Invert Upstream
[        Channel Invert Downtream
[
[        End of Special Culvert

        Start of Field Data
        [Relate to Invert

                Looking D/S
                [Data Centerline 1015

                Station         Elevation       Comment

                950             264.13
                975             262.73          Channelbank Left A B F
                [1000            264.83          Channelbank Left A B F
                1007            261.08         [ T/E [C/L culvert 1 on lip
                1007.1          260.53
                1015            261.12         [C/L culvert 2 on lip
                1015.1          260.73
                1021            260.96         [T/E [C/L culvert 3 on lip
                1021.1          260.93
                [1030            265.93          Channelbank Right A B F
                1050            263.53          Channelbank Right A B F
                1075            263.03
                1100            263.53


        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           280
                 1053           270
                 1072           268
                 1089           268
                 1341           268
                 1366           262
                 1383                              Centerline
                 1396           262
                 1798           264
                 1819           266
                 1838           270
                 1849           272
                 1899           274
                 2042           274
                 2071           270
                 2164           270


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1015

                Station         Elevation       Comment

                585             280
                687             270
                950             269.24
                975             269.10
                1000            268.96
                1030            268.84
                1050            268.86
                1075            268.84
                1100            268.83
                1776            270
                1906            272

        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1013

                Circular Culvert [1
                        Diameter 5
                        Centerline 1007
                        Invert 261.08

                Circular Culvert [2
                        Diameter 5
                        Centerline 1015
                        Invert 261.12

                Circular Culvert [3
                        Diameter 5
                        Centerline 1021
                        Invert 260.96


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.057
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1264          .17000              Centerline
                 1549          .18000
                End            100.00000

        End of N-Values

END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 0.8

        XSect 3448
        Comment Card Cross Section  0.8
        Comment Card Cross Section A (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data   [from xsect 1.0

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

                Station         Rod     Comment

                [990             4.8
                [1000            4.2             [Channelbank [TOB
                1004            8.6             [TE
                1010            10.2
                1016            8.6             [TE
                1020            4.2             [Channelbank [TOB
                [1030            5.0

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           280
                 1046           270
                 1099           268
                 1270           266
                 1281           264             Channelbank
                 1295                              Centerline
                 1314           264             Channelbank
                 1522           266
                 1553           268
                 1568           270
                 1581           272
                 1651           274
                 1798           276
                 1947           278

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1170          .17000              Centerline
          1497          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 1.0

        XSect 4316
        Comment Card Cross Section  1.0
        Comment Card Cross Section B (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data
            [BS TO 264' CONTOUR    9' LT OF CL)
            [BS +4.22)

                HI 268.22
                Looking U/S
                [Data Centerline
                [Relate to Invert
                [X Factor

                Station         Rod     Comment

                990             4.8
                1000            4.2             Channelbank [TOB
                1004            8.6             [TE
                1010            10.2
                1016            8.6             [TE
                1020            4.2             Channelbank [TOB
                1030            5.0

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           280
                 1020           274
                 1086           272
                 1110           270
                 1248           268
                 1546           266
                 1614                              Centerline
                 1644           266
                 1660           268
                 1671           270
                 1698           276
                 1818           278

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1549          .17000              Centerline
          1687          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 1.5

        XSect 5176
        Comment Card Cross Section  1.5
        Comment Card Cross Section C (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data   [from xsect 1.0

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

                Station         Rod     Comment

                [990             4.8
                [1000            4.2             Channelbank [TOB
                1004            8.6             [TE
                1010            10.2
                1016            8.6             [TE
                1020            4.2             Channelbank [TOB
                [1030            5.0

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           290
                 1079           288
                 1112           286
                 1149           280
                 1176           276
                 1208           274
                 1354           270
                 1702           268
                 1708           266             [Channelbank
                 1713                              Centerline
                 1729           266             Channelbank
                 1736           268
                 1754           270
                 1790           272
                 1800           274
                 1809           276
                 1824           278
                 1837           280
                 1892           282
                 2001           284
                 2089           288

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1627          .17000              Centerline
          1866          .18000
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 1.7

        XSect 5717
        Comment Card Cross Section  1.7
        Comment Card Cross Section D (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data   [from xsect 2.0

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

                Station         Rod     Comment

                990             5.2
                1000            5.3     Channelbank [TOB
                1003            6.6
                1007            8.0     [TE
                1011            9.9
                1016            8.0     [TE
                1018            4.3     Channelbank [TOB
                1028            4.4


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           290
                 1125           280
                 1165           274
                 1201           272
                 1288           270
                 1405           268
                 1418                              Centerline
                 1433           268
                 1587           270
                 1707           272
                 1779           276
                 1805           280
                 1826           282


        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1299          .17000              Centerline
          1591          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 2.0

        XSect 6240
        Comment Card Cross Section  2.0
        Comment Card Cross Section E (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data
                [BS TO 270' CONTOUR    35' LT OF CL)
                [BS +4.15)

                HI 274.15
                Looking U/S
                [Data Centerline
                [Relate to Invert
                [X Factor

                Station         Rod     Comment

                990             5.2
                1000            5.3     Channelbank [TOB
                1003            6.6
                1007            8.0     [TE
                1011            9.9
                1016            8.0     [TE
                1018            4.3     Channelbank [TOB
                1028            4.4


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           290
                 1031           280
                 1060           276
                 1338           272
                 1519           270
                 1528           268
                 1540                              Centerline
                 1558           268
                 1569           270
                 1698           272
                 1758           280
                 1870           290

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1522          .17000              Centerline
          1755          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 2.3

        XSect 7133
        Comment Card Cross Section  2.3
        Comment Card Cross Section F (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 2.0

                Looking U/S
                Data Centerline 1011
                Relate to Invert
                X Factor 1.5

                Station         Rod     Comment

                [990             5.2
                [1000            5.3     [Channelbank [TOB
                1003            6.6
                1007            8.0     [TE
                1011            9.9
                1016            8.0     [TE
                [1018            4.3     [Channelbank [TOB
                [1028            4.4


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           290
                 1122           286
                 1243           284
                 1297           280
                 1370           276
                 1405           274
                 1421           272
                 1436           270             Channelbank
                 1446                              Centerline
                 1454           270             Channelbank
                 1466           272
                 1632           274
                 1658           276
                 1684           278
                 1691           280
                 1701           282
                 1711           284
                 1846           286
                 1869           288
                 1915           290

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1267          .17000              Centerline
          1547          .18000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

[ Obie Drive

START OF STRUCTURE

        XSect 8001
        Comment Card Obie Drive
        Comment Card Special Bridge, Because in outlet control not inlet
        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 81
        Structure N-value 0.023

        [Levee Left Elevation B
        [Levee Right Elevation B


       Start of Special Bridge
       End of Special Bridge

[        Start of Special Culvert
[
[         Number of Culverts 2
[         Culvert N-Value 0.023
[         Entrance Loss Coefficient 0.80
[         Weir Flow Coefficient 3.0
[         Rise 8
[         Span 0
[         Length  81
[         FHWA Chart 2
[         FHWA Scale 3
[        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

                950             276.87
                975             276.27          [Channelbank Left A B F
                1000            272.07          Channelbank Left A B F[T/E
                1010            268.87          [C/L Culvert 1 on ground
                1022            268.97          [C/L Culvert 2 on ground
                1025            272.07          Channelbank Right A B F F[T/E
                1050            270.57
                1075            272.07



        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           300
                 1068           298
                 1118           296
                 1159           294
                 1192           290
                 1219           290
                 1421           290
                 1460           288
                 1502           286
                 1539           284
                 1575           282
                 1596           280
                 1863           278
                 1897           276
                 1920           274
                 1931           270
                 1938                              Centerline
                 1960           270
                 1992           272
                 2046           280             [Channelbank Right A B F
                 2190           286
                 2236           288
                 2284           290


        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1013

                Station         Elevation       Comment

                92              300
                341             290
                696             280
                950             276.22
                975             276.26
                1000            276.38
                1025            276.57
                1050            276.77
                1075            277.03
                1183            278
                1264            280
                1387            286
                1456            288
                1493            290


        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1013

                Circular Culvert [1
                        Diameter 8
                        Centerline 1010
                        Invert 266.98 [ shot on top of culvert 274.98-culvert diameter 8=266.98

                Circular Culvert [2
                        Diameter 8
                        Centerline 1022
                        Invert 266.90 [ shot on top of culvert 274.90-culvert diameter 8=266.90


        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.059
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1287          .17000              Centerline
                 1415          .12000
                 1444          .16500
                End            100.00000

        End of N-Values

END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 2.8

        XSect 8819
        Comment Card Cross Section  2.8
        Comment Card Cross Section G (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 3.0

                Looking D/S
                Data Centerline 1007.5
                Relate to Invert
                [X Factor

                Station         Rod     Comment

                 970            3.9     [TOE OF SLOPE
                 990            4.7
                 1000           5.1     Channelbank [TOB
                 1004           9.6     [TE
                 1008           9.9
                 1009           10.3
                 1011           9.6     [TE
                 1016           7.9
                 [1020           4.5     Channelbank [TOB
                 [1030           5.4



        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           300
                 1166           290
                 1203           286
                 1277           284
                 1335           282
                 1382           280
                 1429           278
                 1528           276
                 1647           274
                 1657           272
                 1662                              Centerline
                 1673           272             Channelbank
                 1689           274
                 1829           276
                 1861           280
                 1920           288
                 1973           290
                 2090           294
                 2142           296
                 2178           298
                 2207           300

        End of Topo data

     Start of N-Values

          Channel N-Value  .05900

          Station       N-Value             Comment

          1000          100.00000
          1514          .17000              Centerline
          1740          .16500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 3.0

        XSect 9666
        Comment Card Cross Section  3.0
        Comment Card Cross Section H (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data
                [BS TO 276' CONTOUR    15' LT OF CL)
                [BS +4.78)

                HI 280.78
                Looking D/S
                [Data Centerline
                [Relate to Invert
                [X Factor

                Station         Rod     Comment

                 970            3.9     [TOE OF SLOPE
                 990            4.7
                 1000           5.1     Channelbank [TOB
                 1004           9.6     [TE
                 1008           9.9
                 1009           10.3
                 1011           9.6     [TE
                 1016           7.9
                 1020           4.5     Channelbank [TOB
                 1030           5.4

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           300
                 1065           290
                 1089           280
                 1105           278
                 1121           276
                 1136                              Centerline
                 1149           276
                 1196           278
                 1429           278
                 1513           278
                 1632           280
                 1699           286
                 1739           288
                 1819           290
                 1940           292
                 2074           300

        End of Topo data

     Start of N-Values

          Channel N-Value  .05900

          Station       N-Value             Comment

          1000          100.00000
          1104          .18000              Centerline
          1656          .16500
         End            100.00000

     End of N-Values


END OF CROSS SECTION


Start of Option no_MLK

[ Proposed MLK Parkway
Start of Structure

        XSect 10224
        Comment Card MLK Parkway  No Stucture ( Only Natural Xsects)
        Final Centerline 5000.
        Print Xsect   B E         [Normal Bridge
[        Print Xsect  B D             [Special Bridge
 [      Blend Data Based on Field Data
        Structure Width 110
        Structure N-value .011

        Levee Left Elevation B E 275.0
        Levee Right Elevation B E 275.0

      [Start of Special Bridge
      [End of Special Bridge

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1279

                Station         Elevation       Comment

                 1000           306
                 1043           304
                 1057           302
                 1080           300
                 1092           298
                 1097           296
                 1108           294
                 1117           292
                 1124           290
                 1138           288
                 1156           286
                 1181           284
                 1215           282             Channelbank [Left  B E
                 1269           280             [Channelbank Left  A B D
                 [1279                              Centerline [NENP
                 1294           280             [Channelbank Right A B D
                 1414           282             Channelbank [Right  B E
                 1707           282
                 1724           280
                 [1735                              Centerline [UNTOFNENP
                 1754           280
                 1780           282
                 1883           284
                 1920           286
                 1939           288
                 1959           290
                 2026           292
                 2111           294
                 2144           296
                 2175           298
                 2203           300
                 2226           302

        End of Field Data

[Start of Option Tom

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           306
                 1043           304
                 1057           302
                 1080           300
                 1092           298
                 1097           296
                 1108           294
                 1117           292
                 1124           290
                 1138           288
                 1156           286
                 1181           284
                 1215           282
                 1269           280
                 1279                              Centerline [NENP
                 1294           280
                 1414           282
                 1707           282
                 1724           280
                 [1735                              Centerline [UNTOFNENP
                 1754           280
                 1780           282
                 1883           284
                 1920           286
                 1939           288
                 1959           290
                 2026           292
                 2111           294
                 2144           296
                 2175           298
                 2203           300
                 2226           302

        End of Topo Data

[End of Option Tom


        Start of Top of Structure Data

          Looking U/S
          Data Centerline 1279

                Station         Elevation       Comment

                -46             295.7
                219.11          292.25
                219.22          291.75
                579             287.97
                754             288.80          [CL of UNTOFNENP Culvert
                804             289.15
                1054            290.91
                1154            292.20
                1254            294.40
                [1279                           Centerline
                1469            302.22
                1534            305.22
                1734            311.99
                1781.75         313.00

        End of Top of Structure Data

        START OF CULVERT DATA

                Looking D/S
                [Rail Height N/A
                Data Centerline 1279 [12025

                Box Culvert [1
                        Height 8 [10
                        Width 12
                        Centerline 1746 [11542
                        Invert 277.50

                Box Culvert [2
                        Height 8 [10
                        Width 12
                        Centerline 1759
                        Invert 277.50

                Box Culvert [3
                        Height 8 [10
                        Width 12
                        Centerline 1772
                        Invert 277.50

                Box Culvert [4
                        Height 10
                        Width 12
                        Centerline 1271 [12017
                        Invert 276.70

                Box Culvert [5
                        Height 10
                        Width 12
                        Centerline 1284
                        Invert 276.70

                Box Culvert [6
                        Height 10
                        Width 12
                        Centerline 1297
                        Invert 276.70

                Box Culvert [7
                        Height 10
                        Width 12
                        Centerline 1310
                        Invert 276.70

                Box Culvert [8
                        Height 10
                        Width 12
                        Centerline 1323
                        Invert 276.70

Start of Option Circ

                Looking D/S
                [Rail Height N/A
                Data Centerline 1279 [12025

                Circular Culvert [1
                        Diameter 9 [8.5 [7
                        Centerline 1746 [11542
                        Invert 277.50

                Circular Culvert [2
                        Diameter 9 [8.5 [7
                        Centerline 1756 [1755.5 [1754 [11550
                        Invert 277.50

                Circular Culvert [3
                        Diameter 9 [8.5 [7
                        Centerline 1766 [1765 [1762 [11558
                        Invert 277.50

                Circular Culvert [4
                        Diameter 9 [8.5 [7
                        Centerline 1271 [12017
                        Invert 276.70

                Circular Culvert [5
                        Diameter 9 [8.5 [7
                        Centerline 1281 [1280.5 [1279 [12025
                        Invert 276.70

                Circular Culvert [6
                        Diameter 9 [8.5 [7
                        Centerline 1291 [1290 [1287 [12033
                        Invert 276.70

End of Option Circ

        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.059
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1264          .17000              Centerline
                 1549          .18000
                End            100.00000

        End of N-Values

END OF STRUCTURE

End of Option No_MLK



Start of option proposed

START OF STRUCTURE

        XSect 10224
        Comment Card MLK Parkway
        Final Centerline 5000.
        Print Xsect   B C D E         [Normal Bridge
[        Print Xsect  B D             [Special Bridge
 [      Blend Data Based on Field Data
        Structure Width 110
        Structure N-value .011


      [Start of Special Bridge
      [End of Special Bridge

Start of Option Special

       Start of Special Culvert

        Number of Culverts 8
        Culvert N-Value 0.011
        Entrance Loss Coefficient 0.50
        Weir Flow Coefficient 3.0
        Rise 10 [9 [8.5
        Span 12 [0
        Length  110
        FHWA Chart 10 [1
        FHWA Scale 1
[       Channel Invert Upstream
[       Channel Invert Downtream

        End of Special Culvert

End of Option Special

        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1279

                Station         Elevation       Comment

                 1000           306
                 1043           304
                 1057           302
                 1080           300
                 1092           298
                 1097           296
                 1108           294
                 1117           292
                 1124           290
                 1138           288
                 1156           286
                 1181           284
                 1215           282             Channelbank [Left  B
                 1269           280             [Channelbank Left  A B D
                 [1279                              Centerline [NENP
                 1294           280             [Channelbank Right A B D
                 1414           282             Channelbank [Right  B
                 1707           282
                 1724           280
                 [1735                              Centerline [UNTOFNENP
                 1754           280
                 1780           282
                 1883           284
                 1920           286
                 1939           288
                 1959           290
                 2026           292
                 2111           294
                 2144           296
                 2175           298
                 2203           300
                 2226           302

        End of Field Data

[Start of Option Tom

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           306
                 1043           304
                 1057           302
                 1080           300
                 1092           298
                 1097           296
                 1108           294
                 1117           292
                 1124           290
                 1138           288
                 1156           286
                 1181           284
                 1215           282
                 1269           280
                 1279                              Centerline [NENP
                 1294           280
                 1414           282
                 1707           282
                 1724           280
                 [1735                              Centerline [UNTOFNENP
                 1754           280
                 1780           282
                 1883           284
                 1920           286
                 1939           288
                 1959           290
                 2026           292
                 2111           294
                 2144           296
                 2175           298
                 2203           300
                 2226           302

        End of Topo Data

[End of Option Tom


        Start of Top of Structure Data

          Looking U/S
          Data Centerline 1279

                Station         Elevation       Comment

                -46             295.7
                219.11          292.25
                219.22          291.75
                579             287.97
                754             288.80          [CL of UNTOFNENP Culvert
                804             289.15
                1054            290.91
                1154            292.20
                1254            294.40
                [1279                           Centerline
                1469            302.22
                1534            305.22
                1734            311.99
                1781.75         313.00

        End of Top of Structure Data

        START OF CULVERT DATA

                Looking D/S
                [Rail Height N/A
                Data Centerline 1279 [12025

                Box Culvert [1
                        Height 8 [10
                        Width 12
                        Centerline 1746 [11542
                        Invert 277.50

                Box Culvert [2
                        Height 8 [10
                        Width 12
                        Centerline 1759
                        Invert 277.50

                Box Culvert [3
                        Height 8 [10
                        Width 12
                        Centerline 1772
                        Invert 277.50

                Box Culvert [4
                        Height 10
                        Width 12
                        Centerline 1271 [12017
                        Invert 276.70

                Box Culvert [5
                        Height 10
                        Width 12
                        Centerline 1284
                        Invert 276.70

                Box Culvert [6
                        Height 10
                        Width 12
                        Centerline 1297
                        Invert 276.70

                Box Culvert [7
                        Height 10
                        Width 12
                        Centerline 1310
                        Invert 276.70

                Box Culvert [8
                        Height 10
                        Width 12
                        Centerline 1323
                        Invert 276.70

Start of Option Circ

                Looking D/S
                [Rail Height N/A
                Data Centerline 1279 [12025

                Circular Culvert [1
                        Diameter 9 [8.5 [7
                        Centerline 1746 [11542
                        Invert 277.50

                Circular Culvert [2
                        Diameter 9 [8.5 [7
                        Centerline 1756 [1755.5 [1754 [11550
                        Invert 277.50

                Circular Culvert [3
                        Diameter 9 [8.5 [7
                        Centerline 1766 [1765 [1762 [11558
                        Invert 277.50

                Circular Culvert [4
                        Diameter 9 [8.5 [7
                        Centerline 1271 [12017
                        Invert 276.70

                Circular Culvert [5
                        Diameter 9 [8.5 [7
                        Centerline 1281 [1280.5 [1279 [12025
                        Invert 276.70

                Circular Culvert [6
                        Diameter 9 [8.5 [7
                        Centerline 1291 [1290 [1287 [12033
                        Invert 276.70

End of Option Circ

        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.059
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1264          .17000              Centerline
                 1549          .18000
                End            100.00000

        End of N-Values

END OF STRUCTURE

End of option proposed


START OF CROSS SECTION

[ XSECT 3.3

        XSect 10608
        Comment Card Cross Section  3.3
        Comment Card Cross Section I (HSMM Draft)
        Final Centerline 5000
        [Blend Data Based on Field Data
       [ Blend Data Based on Topo Data


            Start of Field Data [From Xsect 3.0

                Looking D/S
                Data Centerline 1007.5
                Relate to Invert
                X Factor 1.15

                Station         Rod     Comment

               [  970            3.9     [TOE OF SLOPE
               [  990            4.7
               [  1000           5.1     Channelbank [TOB
                 1004           9.6     [TE
                 1008           9.9
                 1009           10.3
                 1011           9.6     [TE
                 1016           7.9   Channelbank
               [  1020           4.5     Channelbank [TOB
               [  1030           5.4             [Channelbank

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           304
                 1019           300
                 1056           290
                 1102           284
                 1163           282             [Channelbank
                 1174           280             Channelbank
                 1184                              Centerline
                 1199           280             [Channelbank
                 1247           286
                 1307           290
                 1673           292
                 1855           294

        End of Topo data

     Start of N-Values

          Channel N-Value  .05900

          Station       N-Value             Comment

          1000          100.00000
          1185          .18000              Centerline
          1300          .13000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

Begin Verbatim
NC                      0.1     0.3
End Verbatim


[ SR 1121 East Cornwallis

START OF STRUCTURE

        XSect 11297
        Comment Card SR 1121 East Cornwallis
        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 47
        Structure N-value 0.011

        Levee Left Elevation B 287.00
        Levee Right Elevation B 287.00

[      Start of Special Bridge
[      End of Special Bridge

         Start of Special Culvert

          Number of Culverts 1
          Culvert N-Value 0.011
          Entrance Loss Coefficient 0.50
          Weir Flow Coefficient 3.0
          Rise 6
          Span 0
          Length  47
          FHWA Chart 1
          FHWA Scale 1
[        Channel Invert Upstream
[        Channel Invert Downtream

         End of Special Culvert


        Start of Field Data
        [Relate to Invert

                Looking D/S
                Data Centerline 1009

                Station         Elevation       Comment

                950             285.2
                975             284.4
                1000            284.4           Channelbank Left A B F
                1004            281.6           [T/E
                1010            280.9
                1014            281.6           [T/E
                [1018            285.2           [Channelbank Right A B F
                1025            284.7           Channelbank Right A B F
                1050            284.7
                1075            284.5

        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           308
                 1077           300
                 1106           290
                 1155           286
                 1286                              Centerline
                 1333           286
                 1409           288
                 1448           290
                 1463           292
                 1523           294
                 1641           296
                 1736           298

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1009

                Station         Elevation       Comment

                546             306
                685             300
                903             292
                950             290.6
                975             290.37
                1000            290.23
                1025            290.3
                1050            290.2
                1075            290.25
                1228            292
                1361            294
                1533            296
                1657            298
                2031            300

        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1009

                Circular Culvert [1
                        Diameter 6
                        Centerline 1010
                        Invert 281.47

        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.057
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1124          .14500              Centerline
                 1548          .13000
                End            100.00000

        End of N-Values

END OF STRUCTURE

START OF CROSS SECTION

[ XSECT 3.6

        XSect 11921
        Comment Card Cross Section  3.6
        Comment Card Cross Section J (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 4.0

                Looking D/S
                [Data Centerline
                Relate to Invert
                [X Factor

                Station         Rod     Comment

                 990            4.7
                 1000           5.1     Channelbank [TOB
                 1002           7.2   [TE
                 1004           7.4
                 1006           7.2   [TE
                 1009           4.4     Channelbank [TOB
                 1019           4.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           310
                 1022           308
                 1040           306
                 1064           304
                 1088           302
                 1105           300
                 1125           298
                 1140           296
                 1158           294
                 1175           292
                 1198           290
                 1233           288
                 1316           286
                 1326                              Centerline
                 1339           286
                 1435           288
                 1477           290
                 1506           292
                 1539           294
                 1581           296
                 1639           298
                 1681           298
                 1694           298
                 1749           300

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1044          .18000
          1202          .14500              Centerline
          1334          .13000
          1417          .18500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 3.7

        XSect 12373
        Comment Card Cross Section  3.7
        Comment Card Cross Section K (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 4.0

                Looking D/S
                [Data Centerline
                Relate to Invert
                [X Factor

                Station         Rod     Comment

                 990            4.7
                 1000           5.1     Channelbank [TOB
                 1002           7.2   [TE
                 1004           7.4
                 1006           7.2   [TE
                 1009           4.4     Channelbank [TOB
                 1019           4.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           310
                 1099           300
                 1192           290
                 1235           288
                 1405                              Centerline
                 1424           288
                 1453           290
                 1516           296
                 1555           298
                 1656           300

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1044          .18000
          1202          .14500              Centerline
          1334          .13000
          1417          .18500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 4.0

        XSect 13299
        Comment Card Cross Section  4.0
        Comment Card Cross Section L (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data
                [BS TO 290' CONTOUR    10' LT OF CL)
                [BS +4.75)

                HI 294.75
                Looking D/S
                [Data Centerline
                [Relate to Invert
                [X Factor

                Station         Rod     Comment

                 990            4.7
                 1000           5.1     Channelbank [TOB
                 1002           7.2   [TE
                 1004           7.4
                 1006           7.2   [TE
                 1009           4.4     Channelbank [TOB
                 1019           4.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           310
                 1129           300
                 1163           294
                 1190           292
                 1301           290
                 1313                              Centerline
                 1325           290
                 1427           292
                 1495           300
                 1507           302
                 1590           308
                 1630           310

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1276          .18000              Centerline
          1452          .18500
         End            100.00000

     End of N-Values

END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 4.3

        XSect 14163
        Comment Card Cross Section  4.3
        Comment Card Cross Section M (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 4.0

                Looking D/S
                Data Centerline 1004
                Relate to Invert
                [X Factor 1.5 [verify

                Station         Rod     Comment

                 [990            4.7
                 1000           5.1     Channelbank [TOB
                 1002           7.2   [TE
                 1004           7.4
                 1006           7.2   [TE
                 [1009           4.4     [Channelbank [TOB
                 [1019           4.6


        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           316
                 1040           312
                 1077           310
                 1203           300
                 1231           298
                 1451           296
                 1526           294
                 1541                             Centerline
                 1552           294             Channelbank
                 1582           300
                 1593           302
                 1634           304
                 1699           310

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1495          .18000              Centerline
          1611          .18500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 4.7

        XSect 15069
        Comment Card Cross Section  4.7
        Comment Card Cross Section N (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 5.0

                Looking D/S
                [Data Centerline
                Relate to Invert
                [X Factor

                Station      Rod     Comment

                 990         5.7
                 1000        5.7        Channelbank [TOB
                 1001        6.5        [TE
                 1002.5      6.8
                 1004        6.5        [TE
                 1006        5.8        Channelbank [TOB
                 1016        6.0
                 1026        5.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           320
                 1120           310
                 1202           300
                 1272           298
                 1282                              Centerline
                 1295           298
                 1364           300
                 1414           304
                 1460           310
                 1482           312
                 1529           314
                 1622           320

        End of Topo data

     Start of N-Values

          Channel N-Value  .05700

          Station       N-Value             Comment

          1000          100.00000
          1205          .18000
          1245          .13500              Centerline
          1348          .11000
          1458          .18500
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 5.0

        XSect 16024
        Comment Card Cross Section  5.0
        Comment Card Cross Section O (HSMM Draft)
        Final Centerline 5000.
        Blend Data Based on Field Data
        [Blend Data Based on Topo Data

            Start of Field Data
                [BS TO 302' CONTOUR    13' LT OF CL)
                [BS +5.73)

                HI 307.73
                Looking D/S
                [Data Centerline
                [Relate to Invert
                [X Factor

                Station      Rod     Comment

                 990         5.7
                 1000        5.7        Channelbank [TOB
                 1001        6.5        [TE
                 1002.5      6.8
                 1004        6.5        [TE
                 1006        5.8        Channelbank [TOB
                 1016        6.0
                 1026        5.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           320
                 1131           310
                 1178           308
                 1220           306
                 1342           304
                 1358           302
                 1372                              Centerline
                 1384           302
                 1422           304
                 1453           306
                 1482           308
                 1503           310
                 1587           320

        End of Topo data

     Start of N-Values

          Channel N-Value  .05200

          Station       N-Value             Comment

          1000          100.00000
          1158          .13500              Centerline
          1287          .11000
         End            100.00000

     End of N-Values


END OF CROSS SECTION

START OF CROSS SECTION

[ XSECT 5.4

        XSect 16436
        Comment Card Cross Section  5.4
        Comment Card Cross Section P (HSMM Draft)
        Final Centerline 5000.
        [Blend Data Based on Field Data
        Blend Data Based on Topo Data

            Start of Field Data [From Xsect 5.0

                Looking D/S
                [Data Centerline
                Relate to Invert
                [X Factor

                Station      Rod     Comment

                 990         5.7
                 1000        5.7        Channelbank [TOB
                 1001        6.5        [TE
                 1002.5      6.8
                 1004        6.5        [TE
                 1006        5.8        Channelbank [TOB
                 1016        6.0
                 1026        5.6

        End of Field Data

        Start of Topo data

                Station         Elevation       Comment

                 1000           322
                 1034           320
                 1049           318
                 1070           316
                 1092           314
                 1113           312
                 1144           310
                 1176           308
                 1248           306
                 1263                              Centerline
                 1315           306
                 1348           308
                 1367           310
                 1383           314
                 1391           316
                 1405           318
                 1417           320
                 1436           322
                 1458           324

        End of Topo data

     Start of N-Values

          Channel N-Value  .05200

          Station       N-Value             Comment

          1000          100.00000
          1158          .13500              Centerline
          1287          .11000
         End            100.00000

     End of N-Values


END OF CROSS SECTION


[ NC 55

START OF STRUCTURE

        XSect 17244
        Comment Card NC 55
 [       Comment Card Special Bridge because it is in Outlet Control not inlet.
        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 200
       Structure N-value 0.018
       Contraction Length 100

        Levee Left Elevation   B 310
        Levee Right Elevation  B 310

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

 [      Start of Special Culvert
 [
 [       Number of Culverts 1
 [       Culvert N-Value 0.018
 [       Entrance Loss Coefficient 0.40
 [       Weir Flow Coefficient 3.0
 [       Rise 5
 [       Span 5
 [       Length  200
 [       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 1005

                Station         Elevation       Comment

                925             315.8
                950             315.9
                975             316.1           [Channelbank Left B F
                1000            311.0           Channelbank Left A B F
                [1003            310.0           [Shot on lip of culvert
                1003.1          309.4           [Ground shot
                1005            310.2           [T/E
                1008            310.7
                1010            310.7           Channelbank Right A B F [T/E
                1035            317.7           [Channelbank Right B F
                1060            317.6
                1085            319.3


        End of Field Data

        Start of Topo Data

          Looking D/S

                Station         Elevation       Comment

                 1000           340
                 1081           330
                 1128           320
                 1150           318
                 1184                              Centerline
                 1211           318
                 1264           320
                 1316           322
                 1366           328
                 1400           330
                 1435           334
                 1464           336

        End of Topo Data


        Start of Top of Structure Data

          Looking D/S
          Data Centerline 1005

                Station         Elevation       Comment

[                -1141           334
[                -1011           332
[                -849            330
[                -713            328
[                -599            326
[                -391            324
[                -53             324
[                181             326
[                770             328
                830              328
                925             328.15
                950             328.42
                975             328.63
                1000            328.88
                1008            329.00
                1035            329.48
                1060            329.98
                1069            330
                1085            330.48
                1337            338

        End of Top of Structure Data

        START OF CULVERT DATA

                [Rail Height N/A
                Data Centerline 1005

                Box Culvert [1
                        Width 5
                        Height 5
                        Centerline 1003
                        Invert 310.0

        END OF CULVERT DATA

        Start of N-Values
        Channel N-Value 0.052
        Position Within 10 Feet

                Station         N-Value         Comment

                 1000          100.00000
                 1215          .19000              Centerline
                 1335          .19500
                End            100.00000

        End of N-Values

END OF STRUCTURE


Begin Verbatim
EJ
End Verbatim


[ =============================================================================
                        Start of Option Floodway
[ ======== Begin Profile
Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                     Durham Co NC FIS
T2      Stream Name: Northeast North Prong CR. Eng :DMK ET:TFH   Comm. No. 2379
T3      FLOODWAY                   Date: %DATE                   HSMM Floodway
J1      6.0                                                       %SWSELF
J215.           -1.0
End Verbatim

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

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

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

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

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

Begin Verbatim
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast North Prong CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           Hist 25-yr
J1      8.0                     %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 North Prong CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           100-year event
J1      4.0                     %SLOPE                            %SWSEL
J22.            -1.0
T1      Hayes, Seay, Mattern & Mattern, Inc.                 Durham Co NC FIS
T2      Stream Name:   Northeast North Prong CR.       Eng:TFH  ET:TFH       Comm. No. 2379
T3                                     Date: %DATE           500-year event
J1      5.0                     %SLOPE                            %SWSEL
J215.           -1.0
End Verbatim

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


Begin Verbatim
Blank Line
Blank Line
Blank Line
ER
End Verbatim

