Target Flow July 24, 2001 to July 30, 2001 51 cfs

S-12 Discharge 23 cfsS-333 Discharge 28 cfs

------- Data Summary ------- July 13, 2001 to July 20, 2001WCA-3A Stage (end of week) 9.32 ft. mslAngel's 5.78 ft. mslG3273 6.20 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 2.57 1.69S-8 1.76S-9 2.19

S-140 4.68 0.93S-12D 3.27S-336 2.60ENP 7.03 0.71

Gage 63 3.07Gage 64 2.72Gage 65 3.83

This Week's Avg 3.37 1.11Pre-Project Avg 1.95 1.43

----- Transition Zone Information -----WCA-3A is in Zone ESupplemental discharge is 0.00 cfsDistance to Bottom of Transition Zone 0.01 feetDistance to Bottom of Regulatory Zone 1.01 feet

----- Statistical Parameters -----Rainfall Formula Amount 51 cfsLast Week's Rainfall Formula -102 cfsPre-Project Mean Discharge 148 cfs

Rainfall Excess TermsRL1 1.47 RL2 -3.16 RL3 0.90

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.(continued on reverse side)

DistributionS. Burns, 4320 D. Powell, 4310 R. Johnson, ENPJ. Schweigart, 3110 C. Woehlcke, 4330 K. Kotun, ENPJ. Hall, 5210 E. Damisse, 6423 T. Van Lent, ENP (email)R. Mierau, 5610 W. Abtew, 6442 R. Ghioto (email)T. Strowd, 5610 T. Bechtel, 6442 B. Waller (email)J. Obeysekera, 4340 L. Lindstrom, 6441 J. Vearil, COEY. Wu, 4440 C. Pathak, 6442 B. Sobczak, NPS (email)

W. Galazzi, COE (email)

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

This report is available at: http://www.sfwmd.gov/org/ema/reports/sharkriver/index.html

PLEASE NOTE THAT THIS PAPER COPY OF THE REPORT WILL NOT BE MAILED AFTER AUGUST 27, 2001

Deliveries to Shark River Slough Computed by Rainfall Plan, January 23, 2001 - July 24, 2001

-500

0

500

1000

1500

2000

2500

3000

3500

4000

23

-Ja

n-2

00

1

30

-Ja

n-2

00

1

06

-Fe

b-2

00

1

13

-Fe

b-2

00

1

20

-Fe

b-2

00

1

27

-Fe

b-2

00

1

06

-Ma

r-2

00

1

13

-Ma

r-2

00

1

20

-Ma

r-2

00

1

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

19

-Ja

n-2

00

1

26

-Ja

n-2

00

1

02

-Fe

b-2

00

1

09

-Fe

b-2

00

1

16

-Fe

b-2

00

1

23

-Fe

b-2

00

1

02

-Ma

r-2

00

1

09

-Ma

r-2

00

1

16

-Ma

r-2

00

1

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow July 31, 2001 to August 6, 2001 1177 cfs

S-12 Discharge 530 cfsS-333 Discharge 648 cfs

------- Data Summary ------- July 20, 2001 to July 27, 2001WCA-3A Stage (end of week) 9.72 ft. mslAngel's 5.80 ft. mslG3273 6.31 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 6.16 0.68S-8 2.14S-9 M

S-140 5.36 1.27S-12D 1.54S-336 1.21ENP 1.16 0.99

Gage 63 5.71Gage 64 2.94Gage 65 1.38

This Week's Avg 3.07 0.98Pre-Project Avg 1.92 1.42

----- Transition Zone Information -----WCA-3A is in Zone D

Supplemental discharge is 869 cfsDistance to Bottom of Transition Zone -0.35 feetDistance to Bottom of Regulatory Zone 0.65 feet

----- Statistical Parameters -----Rainfall Formula Amount 309 cfsLast Week's Rainfall Formula 51 cfsPre-Project Mean Discharge 162 cfs

Rainfall Excess TermsRL1 3.18 RL2 -2.16 RL3 1.18

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.(continued on reverse side)

DistributionS. Burns, 4320 D. Powell, 4310 R. Johnson, ENPJ. Schweigart, 3110 C. Woehlcke, 4330 K. Kotun, ENPJ. Hall, 5210 E. Damisse, 6423 T. Van Lent, ENP (email)R. Mierau, 5610 W. Abtew, 6442 R. Ghioto (email)T. Strowd, 5610 T. Bechtel, 6442 B. Waller (email)J. Obeysekera, 4340 L. Lindstrom, 6441 J. Vearil, COEY. Wu, 4440 C. Pathak, 6442 B. Sobczak, NPS (email)

W. Galazzi, COE (email)

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

This report is available at: http://www.sfwmd.gov/org/ema/reports/sharkriver/index.html

PLEASE NOTE THAT THIS PAPER COPY OF THE REPORT WILL NOT BE MAILED AFTER AUGUST 27, 2001

Deliveries to Shark River Slough Computed by Rainfall Plan

-500

0

500

1000

1500

2000

2500

3000

3500

4000

30

-Ja

n-2

00

1

06

-Fe

b-2

00

1

13

-Fe

b-2

00

1

20

-Fe

b-2

00

1

27

-Fe

b-2

00

1

06

-Ma

r-2

00

1

13

-Ma

r-2

00

1

20

-Ma

r-2

00

1

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

26

-Ja

n-2

00

1

02

-Fe

b-2

00

1

09

-Fe

b-2

00

1

16

-Fe

b-2

00

1

23

-Fe

b-2

00

1

02

-Ma

r-2

00

1

09

-Ma

r-2

00

1

16

-Ma

r-2

00

1

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow August 7, 2001 to August 13, 2001 2611 cfs

S-12 Discharge 1175 cfsS-333 Discharge 1436 cfs

------- Data Summary ------- July 27, 2001 to August 3, 2001WCA-3A Stage (end of week) 10.23 ft. mslAngel's 6.50 ft. mslG3273 6.57 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 2.62 1.31S-8 2.93S-9 6.14

S-140 3.65 1.23S-12D 3.25S-336 3.95ENP 4.62 1.02

Gage 63 3.78Gage 64 4.20Gage 65 4.87

This Week's Avg 4.00 1.19Pre-Project Avg 1.83 1.42

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 2029 cfsDistance to Bottom of Transition Zone -0.81 feetDistance to Bottom of Regulatory Zone 0.19 feet

----- Statistical Parameters -----Rainfall Formula Amount 581 cfsLast Week's Rainfall Formula 309 cfsPre-Project Mean Discharge 175 cfs

Rainfall Excess TermsRL1 3.86 RL2 0.15 RL3 -0.41

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.(continued on reverse side)

DistributionS. Burns, 4320 D. Powell, 4310 R. Johnson, ENPJ. Schweigart, 3110 C. Woehlcke, 4330 K. Kotun, ENPJ. Hall, 5210 E. Damisse, 6423 T. Van Lent, ENP (email)R. Mierau, 5610 W. Abtew, 6442 R. Ghioto (email)T. Strowd, 5610 T. Bechtel, 6442 B. Waller (email)J. Obeysekera, 4340 L. Lindstrom, 6441 J. Vearil, COEY. Wu, 4440 C. Pathak, 6442 B. Sobczak, NPS (email)

W. Galazzi, COE (email)

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

This report is available at: http://www.sfwmd.gov/org/ema/reports/sharkriver/index.html

PLEASE NOTE THAT THIS PAPER COPY OF THE REPORT WILL NOT BE MAILED AFTER AUGUST 27, 2001

Target Flow August 14, 2001 to August 20, 2001 2973 cfs

S-12 Discharge 1338 cfsS-333 Discharge 1635 cfs

------- Data Summary ------- August 3, 2001 to August 10, 2001WCA-3A Stage (end of week) 10.39 ft. mslAngel's 6.31 ft. mslG3273 6.61 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.54 1.52S-8 0.14S-9 1.71

S-140 0.46 2.14S-12D MS-336 1.46ENP 0.90 1.14

Gage 63 0.38Gage 64 0.30Gage 65 0.68

This Week's Avg 0.73 1.60Pre-Project Avg 1.72 1.42

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 2315 cfsDistance to Bottom of Transition Zone -0.93 feetDistance to Bottom of Regulatory Zone 0.07 feet

----- Statistical Parameters -----Rainfall Formula Amount 658 cfsLast Week's Rainfall Formula 581 cfsPre-Project Mean Discharge 185 cfs

Rainfall Excess TermsRL1 1.22 RL2 1.85 RL3 -1.91

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.(continued on reverse side)

DistributionS. Burns, 4320 D. Powell, 4310 R. Johnson, ENPJ. Schweigart, 3110 C. Woehlcke, 4330 K. Kotun, ENPJ. Hall, 5210 E. Damisse, 6423 T. Van Lent, ENP (email)R. Mierau, 5610 W. Abtew, 6442 R. Ghioto (email)T. Strowd, 5610 T. Bechtel, 6442 B. Waller (email)J. Obeysekera, 4340 L. Lindstrom, 6441 J. Vearil, COEY. Wu, 4440 C. Pathak, 6442 B. Sobczak, NPS (email)

W. Galazzi, COE (email)

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

This report is available at: http://www.sfwmd.gov/org/ema/reports/sharkriver/index.html

PLEASE NOTE THAT THIS PAPER COPY OF THE REPORT WILL NOT BE MAILED AFTER AUGUST 27, 2001

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

13

-Fe

b-2

00

1

20

-Fe

b-2

00

1

27

-Fe

b-2

00

1

06

-Ma

r-2

00

1

13

-Ma

r-2

00

1

20

-Ma

r-2

00

1

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

09

-Fe

b-2

00

1

16

-Fe

b-2

00

1

23

-Fe

b-2

00

1

02

-Ma

r-2

00

1

09

-Ma

r-2

00

1

16

-Ma

r-2

00

1

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow August 21, 2001 to August 27, 2001 2848 cfs

S-12 Discharge 1282 cfsS-333 Discharge 1566 cfs

------- Data Summary ------- August 10, 2001 to August 17, 2001WCA-3A Stage (end of week) 10.43 ft. mslAngel's 5.90 ft. mslG3273 6.60 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.00 1.83S-8 0.08S-9 3.48

S-140 0.02 1.79S-12D 0.00S-336 0.25ENP 0.06 1.50

Gage 63 1.27Gage 64 0.27Gage 65 0.32

This Week's Avg 0.58 1.71Pre-Project Avg 1.70 1.39

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 2300 cfsDistance to Bottom of Transition Zone -0.92 feetDistance to Bottom of Regulatory Zone 0.08 feet

----- Statistical Parameters -----Rainfall Formula Amount 547 cfsLast Week's Rainfall Formula 658 cfsPre-Project Mean Discharge 199 cfs

Rainfall Excess TermsRL1 -2.51 RL2 5.33 RL3 -3.17

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.(continued on reverse side)

DistributionS. Burns, 4320 D. Powell, 4310 R. Johnson, ENPJ. Schweigart, 3110 C. Woehlcke, 4330 K. Kotun, ENPJ. Hall, 5210 E. Damisse, 6423 T. Van Lent, ENP (email)R. Mierau, 5610 W. Abtew, 6442 R. Ghioto (email)T. Strowd, 5610 T. Bechtel, 6442 B. Waller (email)J. Obeysekera, 4340 L. Lindstrom, 6441 J. Vearil, COEY. Wu, 4440 C. Pathak, 6442 B. Sobczak, NPS (email)

W. Galazzi, COE (email)

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

This report is available at: http://www.sfwmd.gov/org/ema/reports/sharkriver/index.html

PLEASE NOTE THAT THIS PAPER COPY OF THE REPORT WILL NOT BE MAILED AFTER AUGUST 27, 2001

Target Flow August 28, 2001 to September 3, 2001 2536 cfs

S-12 Discharge 1141 cfsS-333 Discharge 1395 cfs

------- Data Summary ------- August 17, 2001 to August 24, 2001WCA-3A Stage (end of week) 10.38 ft. mslAngel's 6.13 ft. mslG3273 6.62 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.46 1.69S-8 0.16S-9 3.40

S-140 1.33 1.23S-12D 0.04S-336 1.16ENP 1.09 0.81

Gage 63 0.73Gage 64 0.75Gage 65 0.37

This Week's Avg 0.95 1.24Pre-Project Avg 1.73 1.40

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 2061 cfsDistance to Bottom of Transition Zone -0.82 feetDistance to Bottom of Regulatory Zone 0.18 feet

----- Statistical Parameters -----Rainfall Formula Amount 475 cfsLast Week's Rainfall Formula 547 cfsPre-Project Mean Discharge 223 cfs

Rainfall Excess TermsRL1 -2.03 RL2 4.40 RL3 -2.16

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.(continued on reverse side)

DistributionS. Burns, 4320 D. Powell, 4310 R. Johnson, ENPJ. Schweigart, 3110 C. Woehlcke, 4330 K. Kotun, ENPJ. Hall, 5210 E. Damisse, 6423 T. Van Lent, ENP (email)R. Mierau, 5610 W. Abtew, 6442 R. Ghioto (email)T. Strowd, 5610 T. Bechtel, 6442 B. Waller (email)J. Obeysekera, 4340 L. Lindstrom, 6441 J. Vearil, COEY. Wu, 4440 C. Pathak, 6442 B. Sobczak, NPS (email)

W. Galazzi, COE (email)

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

This report is available at: http://www.sfwmd.gov/org/ema/reports/sharkriver/index.html

PLEASE NOTE THAT THIS PAPER COPY OF THE REPORT WILL NOT BE MAILED AFTER AUGUST 27, 2001

Target Flow September 4, 2001 to September 10, 2001 1819 cfs

S-12 Discharge 818 cfsS-333 Discharge 1000 cfs

------- Data Summary ------- August 24, 2001 to August 31, 2001WCA-3A Stage (end of week) 10.19 ft. mslAngel's 5.94 ft. mslG3273 6.72 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.03 1.85S-8 0.13S-9 0.00

S-140 0.00 1.94S-12D 0.01S-336 0.00ENP 0.00 1.84

Gage 63 0.32Gage 64 0.00Gage 65 0.10

This Week's Avg 0.06 1.88Pre-Project Avg 1.89 1.36

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 1472 cfsDistance to Bottom of Transition Zone -0.59 feetDistance to Bottom of Regulatory Zone 0.41 feet

----- Statistical Parameters -----Rainfall Formula Amount 347 cfsLast Week's Rainfall Formula 475 cfsPre-Project Mean Discharge 257 cfs

Rainfall Excess TermsRL1 -2.90 RL2 1.34 RL3 0.15

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

06

-Ma

r-2

00

1

13

-Ma

r-2

00

1

20

-Ma

r-2

00

1

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

02

-Ma

r-2

00

1

09

-Ma

r-2

00

1

16

-Ma

r-2

00

1

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow September 11, 2001 to September 17, 2001 1407 cfs

S-12 Discharge 633 cfsS-333 Discharge 774 cfs

------- Data Summary ------- August 31, 2001 to September 7, 2001WCA-3A Stage (end of week) 10.12 ft. mslAngel's 6.26 ft. mslG3273 6.88 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.24 1.39S-8 0.60S-9 0.61

S-140 0.89 1.79S-12D 0.12S-336 1.87ENP 1.32 1.49

Gage 63 0.39Gage 64 1.29Gage 65 0.45

This Week's Avg 0.78 1.56Pre-Project Avg 1.90 1.34

----- Transition Zone Information -----WCA-3A is in Zone D

Supplemental discharge is 1182 cfsDistance to Bottom of Transition Zone -0.47 feetDistance to Bottom of Regulatory Zone 0.53 feet

----- Statistical Parameters -----Rainfall Formula Amount 225 cfsLast Week's Rainfall Formula 347 cfsPre-Project Mean Discharge 310 cfs

Rainfall Excess TermsRL1 -3.54 RL2 -0.81 RL3 1.85

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

13

-Ma

r-2

00

1

20

-Ma

r-2

00

1

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

09

-Ma

r-2

00

1

16

-Ma

r-2

00

1

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow September 18, 2001 to September 24, 2001 2229 cfs

S-12 Discharge 1003 cfsS-333 Discharge 1226 cfs

------- Data Summary ------- September 7, 2001 to September 14, 2001WCA-3A Stage (end of week) 10.41 ft. mslAngel's 7.12 ft. mslG3273 7.23 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 5.93 0.33S-8 2.75S-9 3.29

S-140 3.48 1.45S-12D MS-336 6.42ENP 3.62 0.74

Gage 63 MGage 64 4.03Gage 65 2.95

This Week's Avg 4.06 0.84Pre-Project Avg 2.00 1.31

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 1793 cfsDistance to Bottom of Transition Zone -0.72 feetDistance to Bottom of Regulatory Zone 0.28 feet

----- Statistical Parameters -----Rainfall Formula Amount 436 cfsLast Week's Rainfall Formula 225 cfsPre-Project Mean Discharge 385 cfs

Rainfall Excess TermsRL1 1.14 RL2 -5.41 RL3 5.33

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

20

-Ma

r-2

00

1

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

16

-Ma

r-2

00

1

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow September 25, 2001 to October 1, 2001 2302 cfs

S-12 Discharge 1036 cfsS-333 Discharge 1266 cfs

------- Data Summary ------- September 14, 2001 to September 21, 2001WCA-3A Stage (end of week) 10.37 ft. mslAngel's 7.00 ft. mslG3273 7.12 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 3.03 1.17S-8 0.12S-9 1.84

S-140 1.15 1.31S-12D 0.28S-336 0.74ENP 2.72 1.77

Gage 63 0.02Gage 64 1.05Gage 65 1.04

This Week's Avg 1.20 1.42Pre-Project Avg 2.16 1.27

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 1579 cfsDistance to Bottom of Transition Zone -0.63 feetDistance to Bottom of Regulatory Zone 0.37 feet

----- Statistical Parameters -----Rainfall Formula Amount 723 cfsLast Week's Rainfall Formula 436 cfsPre-Project Mean Discharge 540 cfs

Rainfall Excess TermsRL1 1.36 RL2 -5.57 RL3 4.40

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

27

-Ma

r-2

00

1

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

23

-Ma

r-2

00

1

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow October 2, 2001 to October 8, 2001 2617 cfs

S-12 Discharge 1178 cfsS-333 Discharge 1439 cfs

------- Data Summary ------- September 21, 2001 to September 28, 2001WCA-3A Stage (end of week) 10.48 ft. mslAngel's 7.14 ft. mslG3273 7.13 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 2.22 1.61S-8 1.98S-9 1.15

S-140 3.28 1.92S-12D 0.95S-336 2.87ENP 1.50 0.79

Gage 63 0.23Gage 64 1.79Gage 65 1.82

This Week's Avg 1.78 1.44Pre-Project Avg 2.07 1.25

----- Transition Zone Information -----WCA-3A is in Zone B

Supplemental discharge is 1739 cfsDistance to Bottom of Transition Zone -0.70 feetDistance to Bottom of Regulatory Zone 0.27 feet

----- Statistical Parameters -----Rainfall Formula Amount 878 cfsLast Week's Rainfall Formula 723 cfsPre-Project Mean Discharge 779 cfs

Rainfall Excess TermsRL1 -1.52 RL2 -1.76 RL3 1.34

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

03

-Ap

r-2

00

1

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

30

-Ma

r-2

00

1

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow October 9, 2001 to October 15, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- September 28, 2001 to October 5, 2001WCA-3A Stage (end of week) 10.99 ft. mslAngel's 7.27 ft. mslG3273 7.29 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 3.47 1.42S-8 2.20S-9 4.25

S-140 2.75 1.42S-12D 3.44S-336 3.90ENP 4.01 1.23

Gage 63 MGage 64 4.12Gage 65 4.88

This Week's Avg 3.67 1.36Pre-Project Avg 1.88 1.21

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.16 feetDistance to Bottom of Regulatory Zone -0.24 feet

----- Statistical Parameters -----Rainfall Formula Amount 1171 cfsLast Week's Rainfall Formula 878 cfsPre-Project Mean Discharge 995 cfs

Rainfall Excess TermsRL1 1.23 RL2 -2.18 RL3 -0.81

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

10

-Ap

r-2

00

1

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

06

-Ap

r-2

00

1

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow October 16, 2001 to October 22, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- October 5, 2001 to October 12, 2001WCA-3A Stage (end of week) 11.00 ft. mslAngel's 7.12 ft. mslG3273 7.18 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.09 0.99S-8 0.03S-9 M

S-140 0.19 1.36S-12D 0.83S-336 0.37ENP 0.45 1.18

Gage 63 0.19Gage 64 0.10Gage 65 0.72

This Week's Avg 0.33 1.18Pre-Project Avg 1.67 1.16

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.12 feetDistance to Bottom of Regulatory Zone -0.25 feet

----- Statistical Parameters -----Rainfall Formula Amount 1312 cfsLast Week's Rainfall Formula 1171 cfsPre-Project Mean Discharge 1130 cfs

Rainfall Excess TermsRL1 0.32 RL2 -0.38 RL3 -5.41

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

17

-Ap

r-2

00

1

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

13

-Ap

r-2

00

1

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow October 23, 2001 to October 29, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- October 12, 2001 to October 19, 2001WCA-3A Stage (end of week) 10.98 ft. mslAngel's 7.13 ft. mslG3273 7.20 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.69 1.05S-8 0.73S-9 1.21

S-140 1.35 1.08S-12D 1.40S-336 3.00ENP M M

Gage 63 MGage 64 0.00Gage 65 0.52

This Week's Avg 1.11 1.07Pre-Project Avg 1.38 1.12

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.06 feetDistance to Bottom of Regulatory Zone -0.23 feet

----- Statistical Parameters -----Rainfall Formula Amount 1337 cfsLast Week's Rainfall Formula 1312 cfsPre-Project Mean Discharge 1229 cfs

Rainfall Excess TermsRL1 -1.58 RL2 2.58 RL3 -5.57

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

24

-Ap

r-2

00

1

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

20

-Ap

r-2

00

1

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow October 30, 2001 to November 5, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- October 19, 2001 to October 26, 2001WCA-3A Stage (end of week) 11.17 ft. mslAngel's 7.41 ft. mslG3273 7.44 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 2.43 0.82S-8 0.86S-9 M

S-140 2.94 0.63S-12D 1.67S-336 6.63ENP 3.70 0.59

Gage 63 0.12Gage 64 0.00Gage 65 3.14

This Week's Avg 2.39 0.68Pre-Project Avg 1.19 1.06

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.20 feetDistance to Bottom of Regulatory Zone -0.42 feet

----- Statistical Parameters -----Rainfall Formula Amount 1408 cfsLast Week's Rainfall Formula 1337 cfsPre-Project Mean Discharge 1220 cfs

Rainfall Excess TermsRL1 1.28 RL2 -1.20 RL3 -1.76

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

01

-Ma

y-2

00

1

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

27

-Ap

r-2

00

1

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow November 6, 2001 to November 12, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- October 26, 2001 to November 2, 2001WCA-3A Stage (end of week) 11.10 ft. mslAngel's 7.16 ft. mslG3273 7.24 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.28 1.09S-8 0.20S-9 0.00

S-140 1.08 1.26S-12D 0.02S-336 0.09ENP M M

Gage 63 0.29Gage 64 0.49Gage 65 0.03

This Week's Avg 0.28 1.18Pre-Project Avg 0.92 1.02

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.09 feetDistance to Bottom of Regulatory Zone -0.35 feet

----- Statistical Parameters -----Rainfall Formula Amount 1306 cfsLast Week's Rainfall Formula 1408 cfsPre-Project Mean Discharge 1084 cfs

Rainfall Excess TermsRL1 0.73 RL2 -0.35 RL3 -2.18

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

08

-Ma

y-2

00

1

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

04

-Ma

y-2

00

1

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow November 13, 2001 to November 19, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- November 2, 2001 to November 9, 2001WCA-3A Stage (end of week) 11.16 ft. mslAngel's 7.11 ft. mslG3273 7.18 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.91 1.00S-8 1.93S-9 1.26

S-140 1.88 1.25S-12D 0.55S-336 0.96ENP 1.34 0.64

Gage 63 0.44Gage 64 1.00Gage 65 0.96

This Week's Avg 1.12 0.96Pre-Project Avg 0.56 0.97

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.10 feetDistance to Bottom of Regulatory Zone -0.41 feet

----- Statistical Parameters -----Rainfall Formula Amount 1143 cfsLast Week's Rainfall Formula 1306 cfsPre-Project Mean Discharge 937 cfs

Rainfall Excess TermsRL1 -0.20 RL2 1.60 RL3 -0.38

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

15

-Ma

y-2

00

1

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

11

-Ma

y-2

00

1

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow November 20, 2001 to November 26, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- November 9, 2001 to November 16, 2001WCA-3A Stage (end of week) 11.10 ft. mslAngel's 7.09 ft. mslG3273 7.04 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.00 0.82S-8 0.08S-9 0.00

S-140 0.01 1.05S-12D 0.00S-336 0.00ENP 0.01 0.88

Gage 63 0.02Gage 64 0.00Gage 65 0.00

This Week's Avg 0.01 0.92Pre-Project Avg 0.40 0.91

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -1.00 feetDistance to Bottom of Regulatory Zone -0.35 feet

----- Statistical Parameters -----Rainfall Formula Amount 1043 cfsLast Week's Rainfall Formula 1143 cfsPre-Project Mean Discharge 820 cfs

Rainfall Excess TermsRL1 0.18 RL2 -0.84 RL3 2.58

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

22

-Ma

y-2

00

1

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

20

-No

v-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

18

-Ma

y-2

00

1

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

16

-No

v-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow November 27, 2001 to December 3, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- November 16, 2001 to November 23, 2001WCA-3A Stage (end of week) 11.03 ft. mslAngel's 6.43 ft. mslG3273 6.92 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.00 0.65S-8 0.00S-9 0.00

S-140 0.01 0.62S-12D 0.01S-336 0.42ENP 0.00 0.90

Gage 63 0.00Gage 64 0.04Gage 65 0.01

This Week's Avg 0.05 0.72Pre-Project Avg 0.32 0.87

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -0.88 feetDistance to Bottom of Regulatory Zone -0.28 feet

----- Statistical Parameters -----Rainfall Formula Amount 873 cfsLast Week's Rainfall Formula 1043 cfsPre-Project Mean Discharge 689 cfs

Rainfall Excess TermsRL1 -0.55 RL2 1.08 RL3 -1.20

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

29

-Ma

y-2

00

1

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

20

-No

v-2

00

1

27

-No

v-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

25

-Ma

y-2

00

1

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

16

-No

v-2

00

1

23

-No

v-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow December 4, 2001 to December 10, 2001 MAX cfs

S-12 Discharge MAX cfsS-333 Discharge MAX cfs

------- Data Summary ------- November 23, 2001 to November 30, 2001WCA-3A Stage (end of week) 10.89 ft. mslAngel's 6.16 ft. mslG3273 6.81 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.00 0.46S-8 0.00S-9 0.00

S-140 0.01 1.16S-12D 0.00S-336 0.00ENP 0.01 0.80

Gage 63 0.00Gage 64 0.02Gage 65 0.00

This Week's Avg 0.00 0.81Pre-Project Avg 0.29 0.82

----- Transition Zone Information -----WCA-3A is in Zone A

Supplemental discharge is MAX cfsDistance to Bottom of Transition Zone -0.69 feetDistance to Bottom of Regulatory Zone -0.14 feet

----- Statistical Parameters -----Rainfall Formula Amount 719 cfsLast Week's Rainfall Formula 873 cfsPre-Project Mean Discharge 566 cfs

Rainfall Excess TermsRL1 -0.43 RL2 0.91 RL3 -0.35

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

05

-Ju

n-2

00

1

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

20

-No

v-2

00

1

27

-No

v-2

00

1

04

-De

c-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

01

-Ju

n-2

00

1

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

16

-No

v-2

00

1

23

-No

v-2

00

1

30

-No

v-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow December 11, 2001 to December 17, 2001 1160 cfs

S-12 Discharge 522 cfsS-333 Discharge 638 cfs

------- Data Summary ------- November 30, 2001 to December 7, 2001WCA-3A Stage (end of week) 10.72 ft. mslAngel's 6.31 ft. mslG3273 6.76 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.01 0.65S-8 0.22S-9 0.31

S-140 0.15 0.87S-12D 0.25S-336 0.49ENP 0.48 0.47

Gage 63 0.70Gage 64 0.18Gage 65 0.44

This Week's Avg 0.32 0.66Pre-Project Avg 0.27 0.80

----- Transition Zone Information -----WCA-3A is in Zone C

Supplemental discharge is 550 cfsDistance to Bottom of Transition Zone -0.22 feetDistance to Bottom of Regulatory Zone 0.03 feet

----- Statistical Parameters -----Rainfall Formula Amount 610 cfsLast Week's Rainfall Formula 719 cfsPre-Project Mean Discharge 462 cfs

Rainfall Excess TermsRL1 -0.11 RL2 -0.75 RL3 1.60

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

12

-Ju

n-2

00

1

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

20

-No

v-2

00

1

27

-No

v-2

00

1

04

-De

c-2

00

1

11

-De

c-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

08

-Ju

n-2

00

1

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

16

-No

v-2

00

1

23

-No

v-2

00

1

30

-No

v-2

00

1

07

-De

c-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow December 18, 2001 to December 24, 2001 699 cfs

S-12 Discharge 314 cfsS-333 Discharge 384 cfs

------- Data Summary ------- December 7, 2001 to December 14, 2001WCA-3A Stage (end of week) 10.57 ft. mslAngel's 6.12 ft. mslG3273 6.80 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.14 0.81S-8 0.04S-9 0.10

S-140 1.31 MS-12D 0.06S-336 0.00ENP 0.09 0.70

Gage 63 0.15Gage 64 0.01Gage 65 0.59

This Week's Avg 0.25 0.76Pre-Project Avg 0.24 0.78

----- Transition Zone Information -----WCA-3A is in Zone C

Supplemental discharge is 175 cfsDistance to Bottom of Transition Zone -0.07 feetDistance to Bottom of Regulatory Zone 0.18 feet

----- Statistical Parameters -----Rainfall Formula Amount 524 cfsLast Week's Rainfall Formula 610 cfsPre-Project Mean Discharge 376 cfs

Rainfall Excess TermsRL1 0.19 RL2 -0.25 RL3 -0.84

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

19

-Ju

n-2

00

1

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

20

-No

v-2

00

1

27

-No

v-2

00

1

04

-De

c-2

00

1

11

-De

c-2

00

1

18

-De

c-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

15

-Ju

n-2

00

1

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

16

-No

v-2

00

1

23

-No

v-2

00

1

30

-No

v-2

00

1

07

-De

c-2

00

1

14

-De

c-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow December 25, 2001 to December 31, 2001 453 cfs

S-12 Discharge 204 cfsS-333 Discharge 249 cfs

------- Data Summary ------- December 14, 2001 to December 21, 2001WCA-3A Stage (end of week) 10.45 ft. mslAngel's 6.19 ft. mslG3273 6.84 ft. msl

Station Rainfall (in) Pan Evaporation (in)S-7 0.02 0.74S-8 0.00S-9 0.00

S-140 0.05 0.83S-12D 0.00S-336 0.00ENP M M

Gage 63 0.05Gage 64 0.01Gage 65 0.00

This Week's Avg 0.01 0.79Pre-Project Avg 0.24 0.76

----- Transition Zone Information -----WCA-3A is in Zone E

Supplemental discharge is 0 cfsDistance to Bottom of Transition Zone 0.05 feetDistance to Bottom of Regulatory Zone 0.30 feet

----- Statistical Parameters -----Rainfall Formula Amount 453 cfsLast Week's Rainfall Formula 524 cfsPre-Project Mean Discharge 321 cfs

Rainfall Excess TermsRL1 -0.22 RL2 -0.66 RL3 1.08

*NOTE: Actual discharges may vary from target discharges because of changing hydrologic conditions.

WCA-3A RAINFALL-BASED MANAGEMENT PLAN

Deliveries to Shark River Slough Computed by Rainfall Plan

-5000

5001000150020002500300035004000

26

-Ju

n-2

00

1

03

-Ju

l-2

00

1

10

-Ju

l-2

00

1

17

-Ju

l-2

00

1

24

-Ju

l-2

00

1

31

-Ju

l-2

00

1

07

-Au

g-2

00

1

14

-Au

g-2

00

1

21

-Au

g-2

00

1

28

-Au

g-2

00

1

04

-Se

p-2

00

1

11

-Se

p-2

00

1

18

-Se

p-2

00

1

25

-Se

p-2

00

1

02

-Oct

-20

01

09

-Oct

-20

01

16

-Oct

-20

01

23

-Oct

-20

01

30

-Oct

-20

01

06

-No

v-2

00

1

13

-No

v-2

00

1

20

-No

v-2

00

1

27

-No

v-2

00

1

04

-De

c-2

00

1

11

-De

c-2

00

1

18

-De

c-2

00

1

25

-De

c-2

00

1

Operational Week Starting

Flo

w (

CF

S)

Minimum Delivery Schedule Maximum Discharge

SRS Discharge from Rainfall Plan Rainfall Formula Amount

Shark River Slough Actual vs. Historical Rainfall

0

1

2

3

4

5

22

-Ju

n-2

00

1

29

-Ju

n-2

00

1

06

-Ju

l-2

00

1

13

-Ju

l-2

00

1

20

-Ju

l-2

00

1

27

-Ju

l-2

00

1

03

-Au

g-2

00

1

10

-Au

g-2

00

1

17

-Au

g-2

00

1

24

-Au

g-2

00

1

31

-Au

g-2

00

1

07

-Se

p-2

00

1

14

-Se

p-2

00

1

21

-Se

p-2

00

1

28

-Se

p-2

00

1

05

-Oct

-20

01

12

-Oct

-20

01

19

-Oct

-20

01

26

-Oct

-20

01

02

-No

v-2

00

1

09

-No

v-2

00

1

16

-No

v-2

00

1

23

-No

v-2

00

1

30

-No

v-2

00

1

07

-De

c-2

00

1

14

-De

c-2

00

1

21

-De

c-2

00

1

Data Week Ending

Ave

rag

e R

ain

fall

(In

che

s)

Actual Rain Historical Rain

Target Flow January 1, 2002 to January 7, 2002 401 cfs

S-1