RED RIVER OF THE NORTH BASIN

                                      05059480  SHEYENNE RIVER DIVERSION AT WEST FARGO, ND

LOCATION.--Lat 4653'15", long 9655'09", in NE1/4NE1/4NW1/4 sec.6, T.139 N., R.50 W., Cass County, Hydrologic Unit 09020204, on
   right bank, 50 ft upstream from 12th Ave N bridge in West Fargo, and 0.5 mi upstream from confluence with the Sheyenne River.

                                                  WATER-DISCHARGE RECORDS

PERIOD OF RECORD.--October 1992 to current year.

GAGE.--Water-stage recorder. Datum of gage is 876.78 ft (revised) above sea level. Datum incorrectly set 13.56 ft lower from
   Oct. 1, 1996 to Sept. 30, 1999. Prior to Oct. 1, 1996, at datum 6.78 ft lower.

REMARKS.--Records fair except those for estimated discharge, which are poor. These records are for the flood flows that are
   diverted around West Fargo.

                          DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1999 TO SEPTEMBER 2000
                                                       DAILY MEAN VALUES

        DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP

          1       .00      .00     e.00      .00      .00   e37         .00      .00      .00    e2000   372         .00
          2       .00      .00     e.00      .00      .00   e25         .00      .00      .00    e2000   287       39
          3       .00      .00     e.00      .00      .00   e10         .00      .00      .00     1900   164      382
          4       .00      .00     e.00      .00      .00    e1.0       .00      .00      .00     1400    78      478
          5       .00      .00     e.00      .00      .00     e.00      .00      .00      .00     1290    12      381

          6       .00      .00      .00      .00      .00     e.00      .00      .00      .00      902      .00   303
          7       .00      .00      .00      .00      .00     e.00      .00      .00      .00     1420      .00   219
          8       .00      .00      .00      .00      .00     e.00      .00      .00      .00     1720      .00   136
          9       .00      .00      .00      .00      .00      .00      .00      .00      .00     1490      .00    85
         10       .00      .00      .00      .00      .00      .00      .00      .00      .00     1080      .00    53

         11       .00     e.00      .00      .00      .00      .00      .00      .00      .00      789      .00    14
         12       .00     e.00      .00      .00      .00      .00      .00      .00      .00      662      .00      .00
         13       .00     e.00      .00      .00      .00      .00      .00      .00      .00      512      .00      .00
         14       .00     e.00      .00      .00      .00      .00      .00      .00      .00      471      .00    30
         15       .00     e.00      .00      .00      .00      .00      .00      .00      .00      438      .00    83

         16       .00     e.00      .00      .00      .00      .00      .00      .00      .00      381      .00    72
         17       .00     e.00      .00      .00      .00      .00      .00      .00      .00      322      .00    99
         18       .00     e.00      .00      .00      .00      .00      .00      .00      .00      321      .00   105
         19       .00     e.00      .00      .00     e.00      .00      .00      .00    11         332      .00   114
         20       .00     e.00      .00      .00     e.00      .00      .00      .00  2110         338      .00   112

         21       .00     e.00      .00      .00     e.00      .00      .00      .00  2600         351      .00   103
         22       .00     e.00      .00      .00      .00     5.3       .00      .00  2320         353     e.00   110
         23       .00     e.00      .00      .00      .00   159         .00      .00  2400         383     e.00   124
         24       .00     e.00      .00      .00      .00   352         .00      .00  2430         406     e.00   113
         25       .00     e.00      .00      .00    e4.0    408         .00      .00  2400         416     e.00    38

         26       .00     e.00      .00      .00   e28      270         .00      .00  2300         458     e.00      .04
         27       .00     e.00      .00      .00   e30      156         .00      .00  2150         503      .00    77
         28       .00     e.00      .00      .00   e34      114         .00      .00 e2100         526     4.5    102
         29       .00     e.00      .00      .00   e37       34         .00      .00 e2100         508    11       93
         30       .00     e.00      .00      .00      ---      .00      .00      .00 e2100         431      .00    94
         31       .00      ---      .00      .00      ---      .00      ---      .00      ---      380      .00      ---

        TOTAL    0.00     0.00     0.00     0.00   133.00  1571.30     0.00     0.00 25021.00    24483   928.50  3559.04
        MEAN     .000     .000     .000     .000     4.59     50.7     .000     .000      834      790     30.0      119
        MAX       .00      .00      .00      .00       37      408      .00      .00     2600     2000      372      478
        MIN       .00      .00      .00      .00      .00      .00      .00      .00      .00      321      .00      .00
        AC-FT     .00      .00      .00      .00      264     3120      .00      .00    49630    48560     1840     7060

        STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1993 - 2000, BY WATER YEAR (WY)

        MEAN     20.9     20.2     1.45     .000     18.5      514     1607      944      302      409      324     64.9
        MAX       127      125     11.6     .000     90.2     1111     3288     2937      834     1000     2144      292
        (WY)     1995     1995     1999     1993     1996     1995     1997     1997     2000     1993     1993     1995
        MIN      .000     .000     .000     .000     .000     13.1     .000     .000     .000      .97     .000     .000
        (WY)     1993     1993     1993     1993     1993     1997     2000     1993     1993     1996     1994     1996

        SUMMARY STATISTICS           FOR 1999 CALENDAR YEAR        FOR 2000 WATER YEAR           WATER YEARS 1993 - 2000

        ANNUAL TOTAL                      176816.20                   55695.84
        ANNUAL MEAN                          484                        152                        353
        HIGHEST ANNUAL MEAN                                                                        549              1995
        LOWEST ANNUAL MEAN                                                                          93.5            1994
        HIGHEST DAILY MEAN                  3210     Apr  5            2600     Jun 21            4800       Apr 19 1997
        LOWEST DAILY MEAN                       .00  Jan  1                .00  Oct  1                .00    Oct  1 1992
        ANNUAL SEVEN-DAY MINIMUM                .00  Jan  1                .00  Oct  1                .00    Oct  1 1992
        INSTANTANEOUS PEAK FLOW                                      a 2670     Jun 21            4810       Apr 19 1997
        INSTANTANEOUS PEAK STAGE                                       b 20.70  Jun 24            c 22.90    Apr  9 1997
        ANNUAL RUNOFF (AC-FT)             350700                     110500                     255700
        10 PERCENT EXCEEDS                  2180                        382                       1180
        50 PERCENT EXCEEDS                      .00                        .00                        .00
        90 PERCENT EXCEEDS                      .00                        .00                        .00

        a  Gage height, 18.91 ft
        b  Backwater from Maple River
        c  Backwater from ice
        e  Estimated
        
        
                                                     WATER-QUALITY RECORDS

PERIOD OF RECORD.--Water year 1993 to current year.

                                 WATER-QUALITY DATA, WATER YEAR OCTOBER 1999 TO SEPTEMBER 2000


                                                                 DIS-
                                                               CHARGE,   SPE-
                                                                INST.    CIFIC
                                                                CUBIC    CON-    TEMPER-
                                                                 FEET    DUCT-    ATURE
                                              DATE      TIME     PER     ANCE     WATER
                                                                SECOND  (US/CM)  (DEG C)
                                                               (00061)  (00095)  (00010)

                                          JUL
                                            05...       1220    1260      924     25.0

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