*
C                                                                               C              006
C     3.                                                                        C              006
C   204.FARRINGDON DRIVE D/S FACE 4' X 6' BOX CULVERT                           C              006
C   204.                                                                        C              006
C   204.BACKWATER CURVE AT CONFLUENCE WITH SILVER CREEK                         C              006
T1      NOLTE AND ASSOCIATES                                                    T1             039
T2      250-89-15                                                               T2             040
T3      SOUTH BABB CREEK                                                        T3             041
T4      100 YEAR FLOOD - SUPERCRITICAL                                          T4             042
J1            2.               0                                    125.        J1             018
J2    1.            -10.                             -1.                        J2             019
J3  150.                                                                        J3             020
NC   .04     .04    .018                                                        NC             029
QT    1.  267.15                                                                QT             034
*                                                                               *              001
*                                                                               *              001
X1 200.0     9.0  4945.3  5074.2                                                X1             053
GR 126.9  4747.6   127.1  4945.3   124.7  4989.3   117.9  4994.6   117.9  5000.0GR             015
GR 117.9  5008.1   123.6  5022.1   125.8  5074.2   126.9  5258.3                GR             015
QT    1.  821.06                                                                QT             034
*                                                                               *              001
X1 202.0    11.0  4958.5  5037.9    42.5    40.7    50.0                        X1             053
GR 127.3  4856.5   127.1  4958.5   126.0  4994.6   121.7  4997.0   121.6  4997.3GR             015
GR 121.6  5000.0   121.6  5003.6   125.7  5007.8   129.1  5037.9   127.6  5145.2GR             015
GR 126.2  5290.9                                                                GR             015
QT    1.  821.06                                                                QT             034
*                                                                               *              001
*                                                                               *              001
* FARRINGDON DRIVE D/S FACE                                                     *              001
ET           9.1                                                  4989.35195.5  ET             014
X1 204.0     9.0  4997.0  5003.0    92.6    80.7    60.0                        X1             053
GR 126.3  4745.2   127.9  4989.3   121.7  4997.0   121.7  5000.0   121.7  5003.0GR             015
GR 126.4  5009.8   126.8  5195.5   125.2  5282.5   124.8  5316.8                GR             015
EJ                                                                              EJ             012
ER                                                                              ER             013