C
C 5.
C 19100.THIS IS A CONTINUATION OF RUN #1
C 19815.NOBLE DOUBLE SPAN CONC DECK BRIDGE W/ ONE MULTIARCH PIER W/ PIPE RA
C 19815.NATURAL CREEK BED
C 20110.BASE OF 5' DIVERSION STRUCTURE WOODEN GATE AREA ASSUMED UNEFFECTIVE
C 20110.FLOW AREA
T1      GEORGE S. NOLTE AND ASSOCIATES                          300.76.47.5
T2      STORAGE DISCHARGE ANALYSIS -- P.JORGENSEN
T3      UPPER PENITENCIA        PRELIMARY FLOW RATES
J1-10.  3.                                                         233.
J21.            -1.
J338.   24.     22.     23.     21.     42.     43.     1.      26.     14.
J34.    19.      6.
NC.02   .02     .04     .1      .2
QT4.    4000.   3600.   3050.   1460.
ET      9.1     9.1     9.1     9.1                             4900.   5230.
X119100.10.     4970.   5019.   390.    390.    390.
GR232.3 4740.   233.8   4920.   232.    4970.   228.    4986.   227.2   4992.
GR227.2 5010.   230.    5019.   232.    5120.   235.    5150.   233.    5480.
ET      9.1     9.1     9.1     9.1                             4820.   5040.
X119500.12.     4980.   5030.   400.    400.    400.
GR239.  4820.   238.    4880.   236.    4910.   234.    4980.   230.7   4990.
GR230.7 5010.   238.    5030.   238.    5050.   232.    5060.   232.    5068.
GR238.  5085.   239.    5130.
ET      9.1     9.1     9.1     9.1                             4750.   5040.
X119720.11.     4982.   5022.   220.    220.    220.
GR243.  4750.   242.    4890.   240.    4903.   238.    4982.   233.2   4992.
GR233.2 5006.   240.    5022.   242.    5045.   236.    5060.   242.    5070.
GR242.  5104.
QT 4.   2300.   2296.   2200.
X119815.8.      4980.   5020.   95.     95.     95.
GR244.  4750.   242.    4920.   239.4   4980.   234.4   4980.1  234.4   5020.
GR239.4 5020.1  244.    5080.   244.    5160.
SB1.25  1.70    2.6             41.2    1.2     200.            234.8   234.4
QT4.    4200.   3600.   2940.   1400.
X119841.                        26.     26.     26.             .4
X2              1.      239.8   242.7
BT8.    4750.   244.4   244.4   4920.   242.4   242.4   4980.   242.4   239.8
BT4980.1242.    239.8   5020.   242.7   239.8   5020.1  242.7   239.8   5080.
BT244.4 244.4   5160.   244.4   244.4
X119910.11.     4966.   5027.   69.     69.     69.
GR246.  4760.   244.    4940.   242.    4966.   235.8   4991.   235.8   5007.
GR244.  5027.   244.    5040.   238.    5060.   238.    5070.   244.    5075.
GR246.  5120.
X120110.10.     4965.   5040.   200.    200.    200.
GR251.  4600.   250.    4650.   248.    4800.   248.    4920.   248.    4965.
GR240.  4986.   240.    5008.   248.    5040.   252.    5070.   260.    5095.
EJ
T1      GEORGE S. NOLTE AND ASSOCIATES                          300.76.47.5
T2      STORAGE DISCHARGE ANALYSIS -- P.JORGENSEN
T3      UPPER PENITENCIA        PRELIMARY FLOW RATES
J1-10.  5.                                                      231.5
J215.           -1.



ER