C
C 7.
C 16115.PRIVATE BRIDGE OF STEEL BEAMS & WOODEN DECK
C 16115.WOODEN RAIL W/VERTICAL WW 30
C 16115.PIEDMONT ROAD
C 16850.STREAMGAGE STATION NO.1
C 16955.PIEDMONT ROAD CONCRETE TRIPLE SPAN BRIDGE OVER IMPROVED TRAPEZOIDAL
C 16955.CHANNEL W/ROCK RIP-RAP
C 17305.2' DROP STRUCTURE
T1      GEORGE S. NOLTE AND ASSOCIATES                          300.76.47.5
T2      STORAGE DISCHARGE ANALYSIS -- P.JORGENSEN
T3      UPPER PENITENCIA (TRUNCATED FOR STR.GA.RATING CURVES -BUKSH 3/22/88)
J10.    2.                                                      179.85
J21.            -1.
J338.   39.     8.      1.      23.     24.     1.      2.      42.     41.
J340.   47.     46.
J5   -10     -10
NC.02   .02     .035    .1      .2
QT4.    2900.   1520.   1000.   500.
X116050.7.      4985.   5020.   170.    170.    170.
GR196.  4910.   194.    4985.   188.2   4994.   188.2   5007.   194.    5020.
GR196.  5110.   198.    5220.
NC              .025    .35     .55
X116115.6.      4990.   5011.1  65.     65.     65.
GR197.  4930.   196.    4990.   188.6   4990.1  188.6   5011.   196.    5011.1
GR197.3 5220.
SB      1.47    2.6             21.             138.            188.7   188.6
X116130.9.      4990.   5011.1  15.     15.     15.
X2              1.      195.    196.
BT9.    4870.   198.    198.    4875.   197.    197.    4930.   197.    197
BT4990. 196.    196.    4990.1  196.    195.    5011.   196.    195.    5011.1
BT196.  196.    5220.   197.3   197.3   5225.   198.    198.
GR199.  4850.   199.    4875.1  197.    4930.   196.    4990.   188.7   4990.1
GR188.7 5011.   196.    5011.1  197.3   5220.   198.    5225.
X116280.8.      4978.   5023.   150.    150.    150.
GR198.9 4950.   198.    4970.   196.    4978.   190.    4993.   190.    5009.
GR196.  5023.   198.    5087.   200.    5215.
NC              .04     .1      .2
X116850.11.     4978.   5026.   570.    570.    570.
GR205.3 4500.   204.    4865.   204.    4875.   205.    4890.   204.    4958.
GR202.  4978.   197.    4990.   197.    5008.   204.    5021.   206.    5026.
GR206.  5090.
NC              .03
X116955.6.      4944.5  5057.5  105.    105.    105.
GR206.  4870.   208.3   4944.5  198.3   4977.5  198.3   5022.5  208.3   5057.5
GR207.  5157.
SB1.25  2.05    2.6             45.     2.2     780.    3.      199.6   198.3
X117060.6.      4944.5  5057.5  105.    105.    105.
X2              1.      209.6   210.
BT6.    4880.   208.    208.    4944.5  211.    209.6   4977.5  211.    209.6
BT5022.5211.    209.6   5057.5  211.    209.6   5157.   208.    208.
GR208.  4870.   208.3   4944.5  199.6   4977.5  199.6   5022.5  208.3   5057.5
GR208.  5090.
NC              .035
X117135.11.     4985.   5025.   75.     75.     75.
GR210.  4700.   210.    4870.   210.    4910.   206.    4985.   200.2   4994.
GR200.2 5009.   208.    5025.   209.8   5035.   206.    5050.   206.    5070.
GR209.  5080.
X117305.9.      4972.   5025.   170.    170.    170.
GR210.2 4930.   210.    4972.   202.5   4991.   202.5   5007.   210.    5025.
GR211.  5040.   210.    5078.   210.    5110.   212.    5130.
X117310.                        5.      5.      5.              1.5
EJ
T1      GEORGE S. NOLTE AND ASSOCIATES                          300.76.47.5
T2      STORAGE DISCHARGE ANALYSIS -- P.JORGENSEN
T3      UPPER PENITENCIA        PRELIMARY FLOW RATES
J1      3.                                                      177.07
J22.            -1.
T1
T2
T3
J1      4.                                                      200.9
J23.            -1.
T1
T2
T3
J1      5.                                                      199.6
J215.           -1.



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