+------------------------------------------------------------------------------+
|                       APPLEGATE REPORT                     |   09 FEB 2012   |
|------------------------------------------------------------------------------|
| DRAINAGE AREA IN SQ-MILES...223  PROJECT ELEVATION 1776 TO 1998 FEET NGVD    |
|------------------------------------------------------------------------------|
| MAX POOL. 1987 FEET,     STORAGE. 76,162 AC-FT - 01 MAY TO 31 AUG            |
| WINTER POOL. 1889 FEET,  STORAGE. 14,123 AC-FT - 16 NOV TO 31 JAN            |
| MIN POOL. 1854 FEET,     STORAGE. 5,149 AC-FT                                |
|------------------------------------------------------------------------------|
| DIAGRAM FILLING RATE FOR 01 FEB TO 30 APR    |  AIR TEMP AND PRECIPITATION   |
|   730 AC-FT PER DAY  370 CFS PER DAY         |-------------------------------|
|                                              | DAILY   |MAX  |MIN  | PRECIP. |
|                                              | OBSERV. |APLO |APLO | APPO    |
| DIAGRAM EVACUATION RATE FOR 01 SEP TO 15 NOV |---------+-----+-----+---------|
|    860 AC-FT PER DAY  430 CFS PER DAY        | 08 FEB  |  60 |  35 |  0.00   |
|                                              |---------+-----+-----+---------|
|                                              | 07 FEB  |  62 |  32 |  0.00   |
|------------------------------------------------------------------------------|
|                          CURRENT REGULATION HISTORY                          |
|------------------------------------------------------------------------------|
|            |   POOL STATUS AT 2400 HOURS    |         24-HOUR CHANGE         |
|     AT     +--------------------------------+--------------------------------|
|    2400    | ELEV IN FEET  | STOR IN AC-FT  | ELEV IN FEET  | STOR IN AC-FT  |
|------------+---------------+----------------+---------------+----------------|
| 08 FEB 2012|   1,804.05    |        203     |     -.01      |        0       |
|------------+---------------+----------------+---------------+----------------|
| 07 FEB 2012|   1,804.06    |        203     |     -.17      |       -3       |
|------------------------------------------------------------------------------|
|                            WATER CONTROL DIAGRAM                             |
|------------------------------------------------------------------------------|
|            |      WATER CONTROL DIAGRAM     |         24-HOUR CHANGE         |
|     AT     +--------------------------------+--------------------------------|
|    2400    | ELEV IN FEET  | STOR IN AC-FT  | ELEV IN FEET  | STOR IN AC-FT  |
|------------+---------------+----------------+---------------+----------------|
| 08 FEB 2012|   1,903.42    |     19,550     |     1.67      |      629       |
|------------+---------------+----------------+---------------+----------------|
| 07 FEB 2012|   1,901.75    |     18,921     |     1.70      |      641       |
|------------------------------------------------------------------------------|
|                       FLOOD CONTROL SPACE REQUIREMENTS                       |
|------------------------------------------------------------------------------|
|            | SCHEDULED | AVAILABLE |       DIFFERENCE SCHEDULED-AVAILABLE    |
|     AT     +-----------+-----------+-----------------------------------------|
|    2400    |  AC-FT    |   AC-FT   |  ELEVATION  |  AC-FT   | PERCENT ENCR.  |
|------------+-----------+-----------+-------------+----------+----------------|
| 08 FEB 2012|   56,612  |   75,959  |   -99.37    |  -19,347 |         -34    |
|------------+-----------+-----------+-------------+----------+----------------|
| 07 FEB 2012|   57,241  |   75,959  |   -97.69    |  -18,718 |         -33    |
|------------------------------------------------------------------------------|
| LAKE AREA = 345 ACRES        PERCENT FULL = -7                               |
|------------------------------------------------------------------------------|
|                              INFLOW DATA IN CFS                              |
|------------------------------------------------------------------------------|
| 2200 TO 0400 |    08 FEB 2012    |    07 FEB 2012    |                       |
|--------------+-------------------+-------------------+-----------------------|
|      315     |        318        |        323        |                       |
|------------------------------------------------------------------------------|
|                            DOWNSTREAM DATA IN CFS                            |
|------------------------------------------------------------------------------|
|                | CNTRL LIMITS | 24-HR | 24-HR |           AT 0400            |
|    STATION     +--------------+-------+-------+------------------------------|
|                | MAX |  MIN   |08 FEB |07 FEB | CFS  | TEMP. | TARG. | DIFF. |
|----------------+-----+--------+-------+-------+------+-------+-------+-------|
| APPLEGATE LAKE | 4500|100-230 |    367|    422|   343|   40.3|   38  |    2  |
|----------------+-----+--------+-------+-------+------+-------+-------+-------|
| APPLEGATE RIVER|14000|200-265 |    410|    471|   370|   43.3|       |       |
| NEAR APPLEGATE |     |        |       |       |      |       |       |       |
|----------------+-----+--------+-------+-------+------+-------+-------+-------|
| APPLEGATE RIVER|  -  |120-340 |    549|    612|   506|    6.9|       |       |
| NR WILDERVILLE |     |        |       |       |      |       |       |       |
|----------------+-----+--------+-------+-------+------+-------+-------+-------|
| ROGUE AT AGNESS|  -  |   -    |  4,690|  4,900| 4,477|       |       |       |
|------------------------------------------------------------------------------|
|            Average Inflow            |            Average Outflow            |
|--------------------------------------+---------------------------------------|
| Mean of Last Month |Mean of Last 10 D| Mean of Last Month | Mean of Last 10 D|
|--------------------+-----------------+--------------------+------------------|
|           764      |         489     |           624      |         755      |
+------------------------------------------------------------------------------+