ML15364A435

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Annual Post-Uprate Monitoring Report for Uprate Project. Part 17 of 18
ML15364A435
Person / Time
Site: Turkey Point  NextEra Energy icon.png
Issue date: 08/31/2014
From:
Ecology & Environment
To:
Office of New Reactors
Shared Package
ML15364A396 List:
References
L-2015-299, +reviewed
Download: ML15364A435 (100)


Text

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-36 Table 5.3-4. Calculated Fluid Flows from Water Budget Components August 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.09 33.71 E. Seepage 6.43 199.31 N. Seepage 0.02 0.64 S. Seepage 1.86 57.76 Bottom Seepage 12.81 396.99 Precipitation and Runoff 40.10 1243.25 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.27 8.51 Blowdown 1.10 34.11 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

63.69 1974.28 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-6.81

-211.21 N. Seepage 0.00 0.00 S. Seepage

-0.02

-0.67 Bottom Seepage

-8.84

-273.91 Precipitation and Runoff 0.00 0.00 Evaporation

-39.04

-1210.28 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-54.71

-1696.07 Modeled Change in CCS Storage:

8.97 278.21 Observed Change 21.72 673.22

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-37 Table 5.3-4. Calculated Fluid Flows from Water Budget Components September 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.74 22.06 E. Seepage 2.79 83.61 N. Seepage 0.01 0.37 S. Seepage 1.69 50.83 Bottom Seepage 7.98 239.35 Precipitation and Runoff 30.04 901.31 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.73 22.00 Blowdown 0.96 28.93 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

44.95 1348.46 Out of CCS W. Seepage

-0.01

-0.20 E. Seepage

-11.11

-333.35 N. Seepage 0.00 0.00 S. Seepage

-0.03

-0.77 Bottom Seepage

-15.01

-450.33 Precipitation and Runoff 0.00 0.00 Evaporation

-38.60

-1157.98 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-64.75

-1942.63 Modeled Change in CCS Storage:

-19.81

-594.17 Observed Change

-5.35

-160.61

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-38 Table 5.3-4. Calculated Fluid Flows from Water Budget Components October 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.31 9.61 E. Seepage 21.31 660.75 N. Seepage 0.02 0.63 S. Seepage 2.62 81.26 Bottom Seepage 15.41 477.83 Precipitation and Runoff 14.29 442.88 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.89 27.69 Blowdown 0.94 29.23 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

55.80 1729.88 Out of CCS W. Seepage

-0.02

-0.55 E. Seepage

-4.96

-153.62 N. Seepage 0.00

-0.06 S. Seepage

-0.01

-0.40 Bottom Seepage

-7.18

-222.59 Precipitation and Runoff 0.00 0.00 Evaporation

-38.34

-1188.48 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-50.51

-1565.69 Modeled Change in CCS Storage:

5.30 164.19 Observed Change 7.58 235.01

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-39 Table 5.3-4. Calculated Fluid Flows from Water Budget Components November 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.43 12.93 E. Seepage 8.63 259.02 N. Seepage 0.02 0.71 S. Seepage 2.20 66.04 Bottom Seepage 14.44 433.31 Precipitation and Runoff 1.73 51.85 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.79 23.74 Blowdown 0.66 19.70 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

28.91 867.29 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2.76

-82.85 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-3.44

-103.32 Precipitation and Runoff 0.00 0.00 Evaporation

-28.02

-840.52 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-34.22

-1026.70 Modeled Change in CCS Storage:

-5.31

-159.41 Observed Change

-3.88

-116.28

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-40 Table 5.3-4. Calculated Fluid Flows from Water Budget Components December 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.84 26.02 E. Seepage 0.48 14.75 N. Seepage 0.02 0.57 S. Seepage 1.07 33.05 Bottom Seepage 8.05 249.53 Precipitation and Runoff 1.87 57.85 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.50 15.62 Blowdown 0.75 23.17 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

13.57 420.55 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-8.92

-276.63 N. Seepage 0.00 0.00 S. Seepage 0.00

-0.01 Bottom Seepage

-7.14

-221.42 Precipitation and Runoff 0.00 0.00 Evaporation

-22.81

-707.02 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-38.87

-1205.08 Modeled Change in CCS Storage:

-25.31

-784.53 Observed Change

-28.66

-888.55

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-41 Table 5.3-4. Calculated Fluid Flows from Water Budget Components January 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.95 29.50 E. Seepage 7.94 246.29 N. Seepage 0.02 0.57 S. Seepage 2.38 73.65 Bottom Seepage 9.83 304.76 Precipitation and Runoff 1.06 32.80 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.52 16.25 Blowdown 0.87 26.94 ID Pumping 2.40 74.25 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

25.97 805.01 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2.66

-82.60 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-2.09

-64.77 Precipitation and Runoff 0.00 0.00 Evaporation

-23.85

-739.42 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-28.61

-886.79 Modeled Change in CCS Storage:

-2.64

-81.78 Observed Change

-10.70

-331.69

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-42 Table 5.3-4. Calculated Fluid Flows from Water Budget Components February 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.07 30.08 E. Seepage 10.79 302.00 N. Seepage 0.01 0.35 S. Seepage 2.55 71.41 Bottom Seepage 9.59 268.52 Precipitation and Runoff 5.45 152.71 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.34 9.50 Blowdown 0.82 22.83 ID Pumping 8.45 236.52 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

39.07 1093.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3.25

-91.04 N. Seepage 0.00

-0.01 S. Seepage 0.00 0.00 Bottom Seepage

-7.21

-201.87 Precipitation and Runoff 0.00 0.00 Evaporation

-22.90

-641.16 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-33.36

-934.09 Modeled Change in CCS Storage:

5.71 159.83 Observed Change 1.10 30.86

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-43 Table 5.3-4. Calculated Fluid Flows from Water Budget Components March 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.88 27.34 E. Seepage 21.89 678.71 N. Seepage 0.01 0.18 S. Seepage 3.17 98.25 Bottom Seepage 16.08 498.39 Precipitation and Runoff 5.20 161.33 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.52 16.05 Blowdown 0.96 29.83 ID Pumping 7.41 229.77 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

56.12 1739.86 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00

-0.13 S. Seepage 0.00 0.00 Bottom Seepage

-11.23

-348.23 Precipitation and Runoff 0.00 0.00 Evaporation

-27.15

-841.74 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-38.39

-1190.10 Modeled Change in CCS Storage:

17.73 549.76 Observed Change 3.84 119.01

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-44 Table 5.3-4. Calculated Fluid Flows from Water Budget Components April 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.09 32.79 E. Seepage 25.76 772.76 N. Seepage 0.00 0.00 S. Seepage 2.60 78.12 Bottom Seepage 10.33 309.85 Precipitation and Runoff 23.05 691.63 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.71 21.24 Blowdown 0.96 28.69 ID Pumping 9.24 277.20 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

73.74 2212.27 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.14

-4.26 N. Seepage

-0.02

-0.66 S. Seepage 0.00 0.00 Bottom Seepage

-25.36

-760.88 Precipitation and Runoff 0.00 0.00 Evaporation

-37.37

-1121.21 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-62.90

-1887.02 Modeled Change in CCS Storage:

10.84 325.25 Observed Change 12.76 382.66

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-45 Table 5.3-4. Calculated Fluid Flows from Water Budget Components May 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.02 31.48 E. Seepage 14.39 446.22 N. Seepage 0.00 0.00 S. Seepage 1.87 57.86 Bottom Seepage 4.02 124.74 Precipitation and Runoff 49.66 1539.39 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.93 28.68 Blowdown 1.08 33.35 ID Pumping 6.15 190.71 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

79.11 2452.43 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1.90

-59.04 N. Seepage

-0.01

-0.41 S. Seepage

-0.02

-0.69 Bottom Seepage

-16.77

-519.88 Precipitation and Runoff 0.00 0.00 Evaporation

-42.31

-1311.46 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-61.02

-1891.48 Modeled Change in CCS Storage:

18.10 560.95 Observed Change 22.68 703.18

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-46 Table 5.3-4. Calculated Fluid Flows from Water Budget Components June 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.07 32.22 E. Seepage 7.03 210.99 N. Seepage 0.00 0.00 S. Seepage 1.06 31.66 Bottom Seepage 2.24 67.19 Precipitation and Runoff 18.55 556.60 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.56 16.94 Blowdown 0.99 29.80 ID Pumping 0.68 20.52 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

32.20 965.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-15.80

-474.03 N. Seepage

-0.02

-0.66 S. Seepage

-0.63

-18.87 Bottom Seepage

-23.48

-704.44 Precipitation and Runoff 0.00 0.00 Evaporation

-45.17

-1355.04 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-85.10

-2553.03 Modeled Change in CCS Storage:

-52.90

-1587.12 Observed Change

-31.07

-931.98

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-47 Table 5.3-4. Calculated Fluid Flows from Water Budget Components July 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.92 28.55 E. Seepage 15.42 478.03 N. Seepage 0.00 0.02 S. Seepage 2.04 63.12 Bottom Seepage 7.38 228.73 Precipitation and Runoff 48.46 1502.27 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.55 16.95 Blowdown 1.02 31.72 ID Pumping 0.70 21.78 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

76.49 2371.18 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3.03

-94.08 N. Seepage

-0.01

-0.33 S. Seepage 0.00 0.00 Bottom Seepage

-10.00

-310.06 Precipitation and Runoff 0.00 0.00 Evaporation

-51.16

-1585.93 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-64.21

-1990.40 Modeled Change in CCS Storage:

12.28 380.77 Observed Change 19.61 607.86

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-48 Table 5.3-4. Calculated Fluid Flows from Water Budget Components August 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.78 24.32 E. Seepage 22.08 684.41 N. Seepage 0.01 0.16 S. Seepage 2.50 77.35 Bottom Seepage 8.36 259.08 Precipitation and Runoff 32.70 1013.62 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.70 21.73 Blowdown 1.28 39.82 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

68.40 2120.49 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3.02

-93.58 N. Seepage

-0.01

-0.29 S. Seepage

-0.03

-0.78 Bottom Seepage

-7.51

-232.82 Precipitation and Runoff 0.00 0.00 Evaporation

-73.27

-2271.47 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-83.84

-2598.94 Modeled Change in CCS Storage:

-15.43

-478.45 Observed Change

-6.11

-189.45

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-49 Table 5.3-4. Calculated Fluid Flows from Water Budget Components September 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.27 7.98 E. Seepage 16.35 490.64 N. Seepage 0.01 0.43 S. Seepage 1.85 55.50 Bottom Seepage 12.61 378.33 Precipitation and Runoff 21.01 630.35 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.36 10.89 Blowdown 0.73 21.80 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

53.20 1595.93 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.28

-8.28 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-0.63

-19.03 Precipitation and Runoff 0.00 0.00 Evaporation

-34.46

-1033.67 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-35.37

-1060.98 Modeled Change in CCS Storage:

17.83 534.95 Observed Change 10.23 307.04

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-50 Table 5.3-4. Calculated Fluid Flows from Water Budget Components October 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.32 10.00 E. Seepage 20.94 649.25 N. Seepage 0.03 1.02 S. Seepage 3.47 107.62 Bottom Seepage 27.04 838.34 Precipitation and Runoff 7.44 230.56 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.55 16.96 Blowdown 1.13 34.94 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

60.93 1888.70 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.70

-21.55 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-0.25

-7.81 Precipitation and Runoff 0.00 0.00 Evaporation

-53.02

-1643.73 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-53.97

-1673.08 Modeled Change in CCS Storage:

6.96 215.62 Observed Change

-5.40

-167.52

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-51 Table 5.3-4. Calculated Fluid Flows from Water Budget Components November 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.30 8.93 E. Seepage 17.55 526.60 N. Seepage 0.03 0.82 S. Seepage 3.34 100.05 Bottom Seepage 22.26 667.85 Precipitation and Runoff 32.66 979.94 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.49 14.56 Blowdown 0.90 26.92 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

77.52 2325.68 Out of CCS W. Seepage 0.00

-0.03 E. Seepage

-0.97

-29.03 N. Seepage 0.00 0.00 S. Seepage

-0.52

-15.71 Bottom Seepage

-1.31

-39.43 Precipitation and Runoff 0.00 0.00 Evaporation

-42.96

-1288.94 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-45.77

-1373.13 Modeled Change in CCS Storage:

31.75 952.55 Observed Change 13.98 419.29

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-52 Table 5.3-4. Calculated Fluid Flows from Water Budget Components December 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.38 11.64 E. Seepage 5.56 172.29 N. Seepage 0.01 0.21 S. Seepage 0.00 0.00 Bottom Seepage 4.28 132.60 Precipitation and Runoff 4.49 139.14 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.50 15.50 Blowdown 0.90 27.77 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

16.10 499.14 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-4.05

-125.64 N. Seepage 0.00

-0.03 S. Seepage

-3.28

-101.80 Bottom Seepage

-6.13

-190.01 Precipitation and Runoff 0.00 0.00 Evaporation

-40.62

-1259.22 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-54.09

-1676.69 Modeled Change in CCS Storage:

-37.99

-1177.56 Observed Change

-21.47

-665.45

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-53 Table 5.3-4. Calculated Fluid Flows from Water Budget Components January 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.66 20.51 E. Seepage 11.24 348.43 N. Seepage 0.02 0.48 S. Seepage 1.55 48.07 Bottom Seepage 9.95 308.55 Precipitation and Runoff 8.57 265.64 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.47 14.68 Blowdown 0.84 25.90 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

33.30 1032.26 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1.39

-43.04 N. Seepage 0.00 0.00 S. Seepage

-0.59

-18.28 Bottom Seepage

-2.37

-73.59 Precipitation and Runoff 0.00 0.00 Evaporation

-37.88

-1174.16 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-42.23

-1309.07 Modeled Change in CCS Storage:

-8.93

-276.81 Observed Change

-6.40

-198.28

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-54 Table 5.3-4. Calculated Fluid Flows from Water Budget Components January 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.66 20.51 E. Seepage 11.24 348.43 N. Seepage 0.02 0.48 S. Seepage 1.55 48.07 Bottom Seepage 9.95 308.55 Precipitation and Runoff 8.57 265.64 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.47 14.68 Blowdown 0.84 25.90 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

33.30 1032.26 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1.39

-43.04 N. Seepage 0.00 0.00 S. Seepage

-0.59

-18.28 Bottom Seepage

-2.37

-73.59 Precipitation and Runoff 0.00 0.00 Evaporation

-37.88

-1174.16 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-42.23

-1309.07 Modeled Change in CCS Storage:

-8.93

-276.81 Observed Change

-6.40

-198.28

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-55 Table 5.3-4. Calculated Fluid Flows from Water Budget Components February 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.79 22.17 E. Seepage 15.37 430.48 N. Seepage 0.02 0.57 S. Seepage 3.49 97.74 Bottom Seepage 14.67 410.76 Precipitation and Runoff 10.41 291.45 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.48 13.58 Blowdown 0.81 22.76 ID Pumping 1.35 37.89 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

47.41 1327.40 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.41

-11.39 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-0.94

-26.25 Precipitation and Runoff 0.00 0.00 Evaporation

-51.37

-1438.25 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-52.71

-1475.89 Modeled Change in CCS Storage:

-5.30

-148.49 Observed Change

-7.95

-222.68

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-56 Table 5.3-4. Calculated Fluid Flows from Water Budget Components March 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.79 24.35 E. Seepage 16.02 496.70 N. Seepage 0.02 0.71 S. Seepage 3.19 98.98 Bottom Seepage 14.92 462.52 Precipitation and Runoff 6.87 212.90 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.39 12.07 Blowdown 1.01 31.25 ID Pumping 1.93 59.76 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

45.14 1399.24 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.01

-0.37 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-1.40

-43.38 Precipitation and Runoff 0.00 0.00 Evaporation

-49.14

-1523.26 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-50.55

-1567.01 Modeled Change in CCS Storage:

-5.41

-167.78 Observed Change

-7.86

-243.70

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-57 Table 5.3-4. Calculated Fluid Flows from Water Budget Components April 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.75 22.64 E. Seepage 27.81 834.36 N. Seepage 0.02 0.67 S. Seepage 3.92 117.48 Bottom Seepage 22.82 684.73 Precipitation and Runoff 2.40 71.92 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.33 10.01 Blowdown 1.21 36.35 ID Pumping 3.19 95.76 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

62.46 1873.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-5.24

-157.10 Precipitation and Runoff 0.00 0.00 Evaporation

-50.28

-1508.52 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-55.52

-1665.62 Modeled Change in CCS Storage:

6.94 208.31 Observed Change 1.08 32.37

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-58 Table 5.3-4. Calculated Fluid Flows from Water Budget Components May 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.76 23.63 E. Seepage 41.30 1280.37 N. Seepage 0.01 0.18 S. Seepage 4.24 131.29 Bottom Seepage 28.85 894.27 Precipitation and Runoff 7.42 229.90 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.46 14.40 Blowdown 1.10 34.21 ID Pumping 7.00 217.08 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

91.14 2825.32 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00

-0.06 S. Seepage 0.00 0.00 Bottom Seepage

-12.07

-374.12 Precipitation and Runoff 0.00 0.00 Evaporation

-67.69

-2098.40 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-79.76

-2472.58 Modeled Change in CCS Storage:

11.38 352.75 Observed Change 3.55 110.04

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-59 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.53 45.92 E. Seepage 2500.92 75027.64 N. Seepage 3.26 97.90 S. Seepage 104.83 3144.88 Bottom Seepage 1942.12 58263.66 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 114.36 3430.81 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4667.03 140010.82 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2444.34

-73330.24 N. Seepage

-1.00

-30.03 S. Seepage 0.00 0.00 Bottom Seepage

-3732.66

-111979.85 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6178.00

-185340.12 Modeled Change in CCS Storage:

-1510.98

-45329.30 Observed Change 1464.29 43928.58 Key:

CCS = Cooling Canal System.

ID = Interceptor Ditch.

lb = Pound.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-60 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 0.49 15.06 E. Seepage 149.53 4635.38 N. Seepage 1.03 32.01 S. Seepage 7.25 224.80 Bottom Seepage 1882.00 58341.96 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 87.08 2699.59 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2127.38 65948.81 Out of CCS W. Seepage

-103.73

-3215.68 E. Seepage

-9444.01

-292764.18 N. Seepage

-2.35

-72.84 S. Seepage

-14.68

-455.19 Bottom Seepage

-9054.26

-280682.01 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-18619.03

-577189.91 Modeled Change in CCS Storage:

-16491.65

-511241.10 Observed Change

-13790.42

-427502.87

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-61 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 0.72 21.47 E. Seepage 1143.70 34310.91 N. Seepage 1.02 30.47 S. Seepage 63.96 1918.87 Bottom Seepage 538.98 16169.37 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 58.36 1750.73 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

1806.73 54201.83 Out of CCS W. Seepage

-646.37

-19391.23 E. Seepage

-2969.21

-89076.29 N. Seepage

-1.36

-40.70 S. Seepage

-8.71

-261.42 Bottom Seepage

-5590.81

-167724.26 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9216.46

-276493.90 Modeled Change in CCS Storage:

-7409.74

-222292.08 Observed Change

-2876.16

-86284.89

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-62 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.04 94.39 E. Seepage 4725.01 146475.21 N. Seepage 0.00 0.00 S. Seepage 302.77 9385.88 Bottom Seepage 674.69 20915.51 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 84.15 2608.67 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5789.67 179479.65 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-180.61

-5598.89 N. Seepage

-4.76

-147.53 S. Seepage

-1.76

-54.64 Bottom Seepage

-5505.29

-170663.91 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5692.42

-176464.98 Modeled Change in CCS Storage:

97.25 3014.68 Observed Change

-1555.92

-48233.42

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-63 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.71 207.92 E. Seepage 2694.88 83541.26 N. Seepage 0.02 0.72 S. Seepage 260.16 8065.07 Bottom Seepage 805.49 24970.29 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 95.74 2967.93 ID Pumped Water 185.05 5736.69 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4048.06 125489.88 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1635.00

-50684.88 N. Seepage

-5.83

-180.58 S. Seepage 0.00 0.00 Bottom Seepage

-7338.77

-227501.97 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-8979.59

-278367.43 Modeled Change in CCS Storage:

-4931.53

-152877.56 Observed Change

-910.35

-28220.95

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-64 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 4.28 119.79 E. Seepage 6730.29 188448.01 N. Seepage 0.00 0.00 S. Seepage 469.04 13133.08 Bottom Seepage 2790.13 78123.66 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 81.20 2273.71 ID Pumped Water 73.70 2063.56 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10148.64 284161.82 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-169.22

-4738.19 N. Seepage

-9.05

-253.36 S. Seepage 0.00 0.00 Bottom Seepage

-8852.81

-247878.63 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9031.08

-252870.18 Modeled Change in CCS Storage:

1117.56 31291.64 Observed Change 1264.60 35408.76

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-65 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.25 224.79 E. Seepage 6208.79 192472.59 N. Seepage 0.57 17.59 S. Seepage 624.64 19363.87 Bottom Seepage 3113.68 96524.02 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 77.46 2401.17 ID Pumped Water 774.24 24001.46 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10806.63 335005.48 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-148.18

-4593.68 N. Seepage

-2.15

-66.72 S. Seepage 0.00 0.00 Bottom Seepage

-8266.32

-256256.01 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-8416.66

-260916.41 Modeled Change in CCS Storage:

2389.97 74089.06 Observed Change 2504.94 77653.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-66 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.97 239.04 E. Seepage 9397.48 281924.52 N. Seepage 0.96 28.87 S. Seepage 981.96 29458.82 Bottom Seepage 4763.76 142912.67 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 132.20 3966.02 ID Pumped Water 751.05 22531.49 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

16035.38 481061.43 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-0.90

-27.12 S. Seepage 0.00 0.00 Bottom Seepage

-7890.82

-236724.70 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-7891.73

-236751.82 Modeled Change in CCS Storage:

8143.65 244309.61 Observed Change

-4057.292603

-121718.78

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-67 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 26.21 812.61 E. Seepage 15905.29 493063.91 N. Seepage 0.00 0.00 S. Seepage 1444.80 44788.85 Bottom Seepage 8038.52 249194.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 135.40 4197.49 ID Pumped Water 3405.55 105571.94 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

28955.78 897629.03 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-18.40

-570.36 S. Seepage 0.00 0.00 Bottom Seepage

-24742.36

-767013.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-24760.76

-767583.58 Modeled Change in CCS Storage:

4195.01 130045.45 Observed Change 6228.37 193079.32

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-68 Table 5.3-5. Calculated Mass Flows from Salt Budget Components June 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 39.65 1189.35 E. Seepage 13544.39 406331.65 N. Seepage 0.00 0.00 S. Seepage 1490.22 44706.45 Bottom Seepage 8163.91 244917.21 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 119.17 3575.20 ID Pumped Water 4597.36 137920.85 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

27954.69 838640.72 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-4.59

-137.70 N. Seepage

-16.95

-508.48 S. Seepage 0.00 0.00 Bottom Seepage

-21348.75

-640462.48 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-21370.29

-641108.66 Modeled Change in CCS Storage:

6584.40 197532.06 Observed Change 8658.55 259756.64

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-69 Table 5.3-5. Calculated Mass Flows from Salt Budget Components July 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 22.97 712.22 E. Seepage 1630.60 50548.47 N. Seepage 0.00 0.00 S. Seepage 475.00 14724.90 Bottom Seepage 1945.63 60314.59 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 131.92 4089.50 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4206.12 130389.67 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-5721.60

-177369.67 N. Seepage

-6.85

-212.23 S. Seepage

-23.87

-739.95 Bottom Seepage

-8531.61

-264479.96 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-14283.93

-442801.82 Modeled Change in CCS Storage:

-10077.81

-312412.15 Observed Change 3237.34 100357.40

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-70 Table 5.3-5. Calculated Mass Flows from Salt Budget Components August 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.40 229.41 E. Seepage 5237.66 162367.43 N. Seepage 0.98 30.43 S. Seepage 370.58 11488.05 Bottom Seepage 3135.13 97189.15 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 121.55 3768.14 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8873.31 275072.61 Out of CCS W. Seepage

-65.81

-2040.12 E. Seepage

-56.73

-1758.59 N. Seepage

-0.60

-18.59 S. Seepage 0.00 0.00 Bottom Seepage

-1578.95

-48947.51 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1702.09

-52764.81 Modeled Change in CCS Storage:

7171.22 222307.79 Observed Change 4028.64 124887.94

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-71 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.83 84.91 E. Seepage 2797.96 83938.71 N. Seepage 0.12 3.49 S. Seepage 270.92 8127.56 Bottom Seepage 1137.21 34116.32 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 114.36 3430.81 ID Pumped Water 406.90 12207.06 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4730.30 141908.85 Out of CCS W. Seepage

-785.14

-23554.07 E. Seepage

-805.76

-24172.71 N. Seepage

-3.46

-103.68 S. Seepage 0.00 0.00 Bottom Seepage

-3949.78

-118493.44 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5544.13

-166323.91 Modeled Change in CCS Storage:

-813.84

-24415.05 Observed Change

-3663.57

-109906.97

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-72 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.49 46.05 E. Seepage 3112.09 96474.66 N. Seepage 0.39 12.19 S. Seepage 162.49 5037.32 Bottom Seepage 5213.92 161631.44 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 87.08 2699.59 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8577.46 265901.26 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1100.79

-34124.58 N. Seepage

-3.96

-122.70 S. Seepage 0.00 0.00 Bottom Seepage

-52.38

-1623.93 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1157.14

-35871.22 Modeled Change in CCS Storage:

7420.32 230030.04 Observed Change

-3871.33

-120011.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-73 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.52 45.49 E. Seepage 2565.58 76967.38 N. Seepage 1.24 37.31 S. Seepage 307.94 9238.14 Bottom Seepage 2510.60 75318.05 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 58.36 1750.73 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5445.24 163357.10 Out of CCS W. Seepage

-2.99

-89.68 E. Seepage

-439.02

-13170.52 N. Seepage

-1.38

-41.50 S. Seepage 0.00 0.00 Bottom Seepage

-1521.48

-45644.54 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1964.87

-58946.24 Modeled Change in CCS Storage:

3480.36 104410.86 Observed Change

-3673.05

-110191.36

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-74 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.94 91.04 E. Seepage 3995.18 123850.50 N. Seepage 1.01 31.46 S. Seepage 519.26 16096.99 Bottom Seepage 2237.19 69352.75 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 84.15 2608.67 ID Pumped Water 431.13 13365.08 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

7270.85 225396.49 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-110.41

-3422.62 N. Seepage

-2.01

-62.16 S. Seepage 0.00 0.00 Bottom Seepage

-6366.94

-197375.12 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6479.35

-200859.90 Modeled Change in CCS Storage:

791.50 24536.58 Observed Change

-3828.22

-118674.85

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-75 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.81 211.17 E. Seepage 6137.16 190252.10 N. Seepage 0.16 4.83 S. Seepage 611.10 18944.11 Bottom Seepage 3217.71 99748.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 103.64 3212.87 ID Pumped Water 2219.37 68800.40 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

12295.95 381174.41 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-15.97

-495.22 N. Seepage

-8.30

-257.31 S. Seepage 0.00 0.00 Bottom Seepage

-14015.44

-434478.71 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-14039.72

-435231.24 Modeled Change in CCS Storage:

-1743.77

-54056.83 Observed Change

-2625.35

-81385.79

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-76 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 5.52 160.15 E. Seepage 3019.88 87576.55 N. Seepage 1.78 51.48 S. Seepage 465.01 13485.18 Bottom Seepage 3938.11 114205.18 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 91.37 2649.68 ID Pumped Water 189.46 5494.29 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

7711.12 223622.50 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-792.88

-22993.52 N. Seepage

-0.50

-14.61 S. Seepage 0.00 0.00 Bottom Seepage

-5050.78

-146472.57 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5844.16

-169480.70 Modeled Change in CCS Storage:

1866.96 54141.81 Observed Change 3362.46 97511.42

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-77 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 4.03 124.88 E. Seepage 5251.01 162781.35 N. Seepage 4.94 153.03 S. Seepage 666.34 20656.69 Bottom Seepage 4261.43 132104.46 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 115.17 3570.40 ID Pumped Water 187.62 5816.11 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10490.55 325206.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-271.03

-8402.01 N. Seepage

-0.21

-6.62 S. Seepage 0.00 0.00 Bottom Seepage

-3822.04

-118483.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-4093.29

-126891.84 Modeled Change in CCS Storage:

6397.26 198315.08 Observed Change

-500.48

-15514.87

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-78 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 14.59 437.77 E. Seepage 5648.88 169466.31 N. Seepage 1.97 59.07 S. Seepage 760.81 22824.26 Bottom Seepage 4206.65 126199.62 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 114.52 3435.57 ID Pumped Water 1035.51 31065.19 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

11782.93 353487.78 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-135.08

-4052.44 N. Seepage

-0.98

-29.32 S. Seepage 0.00 0.00 Bottom Seepage

-7211.96

-216358.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-7348.02

-220440.70 Modeled Change in CCS Storage:

4434.90 133047.07 Observed Change 4132.59 123977.58

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-79 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 8.43 261.37 E. Seepage 167.09 5179.69 N. Seepage 5.55 172.14 S. Seepage 120.42 3732.88 Bottom Seepage 3176.41 98468.64 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 113.23 3510.03 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3591.12 111324.74 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-6338.52

-196494.19 N. Seepage

-0.30

-9.32 S. Seepage

-0.62

-19.08 Bottom Seepage

-5139.67

-159329.63 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-11479.10

-355852.21 Modeled Change in CCS Storage:

-7887.98

-244527.47 Observed Change

-4664.11

-144587.53

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-80 Table 5.3-5. Calculated Mass Flows from Salt Budget Components June 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.04 61.29 E. Seepage 816.37 24491.01 N. Seepage 3.75 112.60 S. Seepage 233.05 6991.63 Bottom Seepage 2430.80 72924.06 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 120.64 3619.20 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3606.66 108199.80 Out of CCS W. Seepage

-37.06

-1111.94 E. Seepage

-4366.87

-131006.04 N. Seepage

-0.27

-8.24 S. Seepage 0.00 0.00 Bottom Seepage

-5327.02

-159810.66 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9731.23

-291936.88 Modeled Change in CCS Storage:

-6124.57

-183737.08 Observed Change

-2740.38

-82211.41

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-81 Table 5.3-5. Calculated Mass Flows from Salt Budget Components July 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.64 81.86 E. Seepage 5.03 155.99 N. Seepage 5.49 170.22 S. Seepage 67.33 2087.08 Bottom Seepage 3725.02 115475.55 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 124.64 3863.85 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3930.15 121834.54 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-5218.31

-161767.61 N. Seepage 0.00 0.00 S. Seepage

-19.14

-593.20 Bottom Seepage

-5299.15

-164273.54 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-10536.59

-326634.36 Modeled Change in CCS Storage:

-6606.45

-204799.82 Observed Change

-2497.19

-77412.85

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-82 Table 5.3-5. Calculated Mass Flows from Salt Budget Components August 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.56 79.25 E. Seepage 1461.90 45319.00 N. Seepage 4.79 148.53 S. Seepage 121.94 3779.99 Bottom Seepage 3312.48 102686.78 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 128.56 3985.44 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5032.23 155998.99 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2580.57

-79997.52 N. Seepage 0.00 0.00 S. Seepage

-8.82

-273.56 Bottom Seepage

-3380.97

-104809.92 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5970.36

-185081.01 Modeled Change in CCS Storage:

-938.13

-29082.02 Observed Change 1642.83 50927.78

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-83 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.47 44.10 E. Seepage 623.77 18713.19 N. Seepage 2.87 85.98 S. Seepage 27.07 812.14 Bottom Seepage 1848.79 55463.79 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 112.67 3380.18 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2616.65 78499.38 Out of CCS W. Seepage

-77.47

-2324.18 E. Seepage

-4199.05

-125971.36 N. Seepage

-0.02

-0.64 S. Seepage

-9.90

-297.00 Bottom Seepage

-5567.11

-167013.34 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9853.55

-295606.52 Modeled Change in CCS Storage:

-7236.90

-217107.14 Observed Change

-2600.46

-78013.94

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-84 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 0.86 26.69 E. Seepage 3782.89 117269.47 N. Seepage 3.25 100.85 S. Seepage 453.51 14058.84 Bottom Seepage 3995.58 123863.13 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 110.18 3415.60 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8346.28 258734.58 Out of CCS W. Seepage

-187.80

-5821.75 E. Seepage

-1844.55

-57181.05 N. Seepage

-1.16

-35.89 S. Seepage

-4.83

-149.83 Bottom Seepage

-2616.30

-81105.23 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-4654.64

-144293.77 Modeled Change in CCS Storage:

3691.64 114440.81 Observed Change 6379.02 197749.67

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-85 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.11 93.25 E. Seepage 1982.22 59466.75 N. Seepage 4.16 124.84 S. Seepage 507.20 15215.92 Bottom Seepage 3748.30 112448.92 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 76.71 2301.26 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6321.70 189650.93 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1089.28

-32678.52 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-1345.04

-40351.31 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-2434.33

-73029.83 Modeled Change in CCS Storage:

3887.37 116621.10 Observed Change 2368.82 71064.75

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-86 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.16 222.04 E. Seepage 120.97 3750.04 N. Seepage 4.21 130.51 S. Seepage 213.94 6632.26 Bottom Seepage 2162.13 67026.11 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 87.33 2707.18 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2595.75 80468.14 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3727.61

-115556.04 N. Seepage 0.00 0.00 S. Seepage

-0.17

-5.27 Bottom Seepage

-2787.01

-86397.17 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6514.79

-201958.48 Modeled Change in CCS Storage:

-3919.04

-121490.34 Observed Change

-7753.08

-240345.33

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-87 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.13 221.15 E. Seepage 2137.92 66275.51 N. Seepage 4.36 135.08 S. Seepage 509.08 15781.57 Bottom Seepage 2831.19 87766.98 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 101.55 3148.06 ID Pumped Water 60.40 1872.54 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5651.64 175200.90 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1194.63

-37033.67 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-886.76

-27489.51 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-2081.39

-64523.18 Modeled Change in CCS Storage:

3570.25 110677.72 Observed Change 525.54 16291.69

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-88 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 9.73 272.46 E. Seepage 2944.36 82442.07 N. Seepage 2.94 82.31 S. Seepage 662.71 18555.81 Bottom Seepage 2727.16 76360.57 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 95.25 2667.00 ID Pumped Water 324.14 9075.87 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6766.29 189456.09 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1539.91

-43117.37 N. Seepage

-0.14

-3.95 S. Seepage 0.00 0.00 Bottom Seepage

-3737.34

-104645.54 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5277.39

-147766.86 Modeled Change in CCS Storage:

1488.90 41689.23 Observed Change 1710.98 47907.57

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-89 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 10.92 338.65 E. Seepage 6720.90 208347.99 N. Seepage 1.42 44.00 S. Seepage 907.96 28146.66 Bottom Seepage 2775.04 86026.14 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 112.44 3485.58 ID Pumped Water 347.21 10763.51 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10875.89 337152.53 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-2.06

-63.94 S. Seepage 0.00 0.00 Bottom Seepage

-4630.17

-143535.30 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-4632.23

-143599.24 Modeled Change in CCS Storage:

6243.65 193553.29 Observed Change 4065.17 126020.42

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-90 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 13.29 398.66 E. Seepage 7583.24 227497.21 N. Seepage 0.00 0.00 S. Seepage 621.43 18642.97 Bottom Seepage 3016.09 90482.64 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 111.74 3352.32 ID Pumped Water 478.94 14368.08 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

11824.73 354741.89 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-67.89

-2036.72 N. Seepage

-10.84

-325.20 S. Seepage 0.00 0.00 Bottom Seepage

-12414.68

-372440.38 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-12493.41

-374802.29 Modeled Change in CCS Storage:

-668.68

-20060.41 Observed Change 4774.59 143237.63

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-91 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.46 200.39 E. Seepage 4085.21 126641.42 N. Seepage 0.00 0.00 S. Seepage 458.41 14210.60 Bottom Seepage 1178.02 36518.75 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 125.70 3896.83 ID Pumped Water 287.40 8909.54 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6141.21 190377.53 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-829.74

-25721.93 N. Seepage

-6.57

-203.76 S. Seepage

-9.41

-291.63 Bottom Seepage

-8045.67

-249415.76 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-8891.39

-275633.07 Modeled Change in CCS Storage:

-2750.18

-85255.55 Observed Change 1237.57 38364.62

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-92 Table 5.3-5. Calculated Mass Flows from Salt Budget Components June 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 4.14 124.17 E. Seepage 2150.78 64523.46 N. Seepage 0.00 0.00 S. Seepage 192.72 5781.63 Bottom Seepage 659.63 19788.97 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 116.04 3481.32 ID Pumped Water 15.15 454.46 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3138.47 94154.00 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-6840.75

-205222.53 N. Seepage

-10.10

-303.10 S. Seepage

-272.05

-8161.40 Bottom Seepage

-10583.21

-317496.26 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-17706.11

-531183.29 Modeled Change in CCS Storage:

-14567.64

-437029.29 Observed Change

-4607.17

-138215.25

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-93 Table 5.3-5. Calculated Mass Flows from Salt Budget Components July 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.99 92.71 E. Seepage 4378.23 135725.17 N. Seepage 0.00 0.00 S. Seepage 385.67 11955.68 Bottom Seepage 2207.77 68440.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 119.57 3706.56 ID Pumped Water 16.53 512.41 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

7110.76 220433.48 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1372.52

-42548.06 N. Seepage

-6.19

-191.85 S. Seepage 0.00 0.00 Bottom Seepage

-4865.49

-150830.09 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6244.19

-193570.00 Modeled Change in CCS Storage:

866.56 26863.49 Observed Change 4833.38 149834.84

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-94 Table 5.3-5. Calculated Mass Flows from Salt Budget Components August 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.89 58.46 E. Seepage 4344.14 134668.40 N. Seepage 0.40 12.37 S. Seepage 323.17 10018.35 Bottom Seepage 1637.07 50749.12 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 108.99 3378.64 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6415.66 198885.33 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1329.80

-41223.88 N. Seepage

-6.00

-186.11 S. Seepage

-11.98

-371.29 Bottom Seepage

-3824.23

-118551.19 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5172.02

-160332.47 Modeled Change in CCS Storage:

1243.64 38552.86 Observed Change 3101.52 96147.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-95 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.44 43.23 E. Seepage 5544.96 166348.73 N. Seepage 3.92 117.62 S. Seepage 550.99 16529.68 Bottom Seepage 4740.46 142213.90 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 127.36 3820.73 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10969.13 329073.89 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-149.50

-4484.98 N. Seepage

-0.19

-5.75 S. Seepage 0.00 0.00 Bottom Seepage

-375.37

-11261.16 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-525.06

-15751.89 Modeled Change in CCS Storage:

10444.07 313321.99 Observed Change 5122.20 153666.00

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-96 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.11 34.27 E. Seepage 4338.18 134483.49 N. Seepage 7.80 241.71 S. Seepage 638.39 19790.19 Bottom Seepage 7719.11 239292.29 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 131.68 4082.17 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

12836.26 397924.13 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-351.11

-10884.34 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-127.96

-3966.81 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-479.07

-14851.15 Modeled Change in CCS Storage:

12357.19 383072.99 Observed Change 5172.10 160335.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-97 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.54 46.14 E. Seepage 3784.29 113528.78 N. Seepage 6.40 192.02 S. Seepage 788.22 23646.53 Bottom Seepage 4634.87 139046.00 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 104.86 3145.67 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

9320.17 279605.14 Out of CCS W. Seepage

-24.64

-739.25 E. Seepage

-522.89

-15686.55 N. Seepage 0.00 0.00 S. Seepage

-280.41

-8412.37 Bottom Seepage

-1054.80

-31643.98 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1882.74

-56482.15 Modeled Change in CCS Storage:

7437.43 223122.99 Observed Change 3117.41 93522.19

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-98 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.72 53.40 E. Seepage 1116.93 34624.86 N. Seepage 1.41 43.82 S. Seepage 0.00 0.00 Bottom Seepage 1208.70 37469.70 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 104.66 3244.56 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2433.43 75436.35 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2138.71

-66299.91 N. Seepage

-0.72

-22.30 S. Seepage

-1832.93

-56820.81 Bottom Seepage

-3278.69

-101639.42 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-7251.05

-224782.44 Modeled Change in CCS Storage:

-4817.62

-149346.09 Observed Change

-6529.12

-202402.80

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-99 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.72 84.28 E. Seepage 2474.28 76702.81 N. Seepage 3.76 116.46 S. Seepage 197.48 6121.95 Bottom Seepage 2808.39 87059.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 97.62 3026.14 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5584.24 173111.57 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-733.83

-22748.81 N. Seepage

-0.11

-3.52 S. Seepage

-322.82

-10007.33 Bottom Seepage

-1256.16

-38940.86 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-2312.92

-71700.52 Modeled Change in CCS Storage:

3271.32 101411.05 Observed Change

-445.87

-13822.03

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-100 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.45 96.51 E. Seepage 4009.26 112259.16 N. Seepage 4.91 137.49 S. Seepage 305.60 8556.90 Bottom Seepage 4137.32 115844.97 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 94.98 2659.47 ID Pumped Water 26.82 750.88 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8582.34 240305.39 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-216.72

-6068.14 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-527.63

-14773.52 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-744.34

-20841.66 Modeled Change in CCS Storage:

7837.99 219463.73 Observed Change 625.60 17516.93

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-101 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.87 120.12 E. Seepage 4519.76 140112.41 N. Seepage 5.56 172.22 S. Seepage 282.87 8768.83 Bottom Seepage 4212.27 130580.33 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 117.78 3651.18 ID Pumped Water 44.90 1391.85 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

9187.00 284796.94 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-7.14

-221.35 N. Seepage

-0.08

-2.45 S. Seepage 0.00 0.00 Bottom Seepage

-949.86

-29445.56 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-957.08

-29669.35 Modeled Change in CCS Storage:

8229.92 255127.58 Observed Change 3657.01 113367.46

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-102 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.46 193.90 E. Seepage 9135.31 274059.17 N. Seepage 5.79 173.62 S. Seepage 674.16 20224.71 Bottom Seepage 6679.44 200383.16 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 141.58 4247.38 ID Pumped Water 100.96 3028.93 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

16743.70 502310.88 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-3970.68

-119120.46 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-3970.68

-119120.46 Modeled Change in CCS Storage:

12773.01 383190.43 Observed Change 5846.87 175406.11

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-103 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 19.46 603.27 E. Seepage 14107.29 437325.92 N. Seepage 1.45 44.98 S. Seepage 1396.99 43306.83 Bottom Seepage 8690.90 269417.84 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 128.95 3997.50 ID Pumped Water 392.49 12167.09 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

24737.53 766863.42 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-1.50

-46.56 S. Seepage 0.00 0.00 Bottom Seepage

-9219.39

-285801.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9220.90

-285847.79 Modeled Change in CCS Storage:

15516.63 481015.64 Observed Change 5312.43 164685.21

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 FIGURES

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5-105 Section 5

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5-106 Section 5

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5-107 Section 5

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5-108

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5-109

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project-August 2014 Figure 5.2-1. Locations of Specific Conductance Cross Sections.

5-110 Section 5

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project-August 2014 West A

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5-111 Section 5 East

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5-112

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5-113

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5-114

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5-115

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project-August 2014 L31-E seepage L31-E I seepage (A)

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5-116

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-117 Figure 5.3-2. Modeled versus Measured Net Monthly Flows of Water for the CCS over the 45-Month Period.

-60

-40

-20 0

20 40 60 Water Flow (MGD)

Modeled Flow Observed Flow

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-118 Figure 5.3-3. Modeled versus Measured Net Monthly Flows of Salt Mass for the CCS over the 45-Month Period

-20000

-15000

-10000

-5000 0

5000 10000 15000 20000 Salt Flow (lb x 1000/day)

Modeled Flow Observed Flow

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-119 Figure 5.3-4. Modeled versus Measured Water Elevations (NAVD 88) in the CCS over the 45-Month Period; Used to Validate the Conceptual Model and Calibrate the Water Balance Model to Temporal Trends in Water Elevation.

-2

-1.5

-1

-0.5 0

0.5 1

1.5 2

2.5 CCS Water Elevation (ft NAVD 88)

Simulated Water Elevations Measured Water Elevations

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-120 Figure 5.3-5. Modeled versus Measured Salinity in the CCS over the 45-Month Period; Used to Validate the Conceptual Model and Calibrate the Water Balance Model to Temporal Trends in Salinity.

30 40 50 60 70 80 90 100 CCS Salinity (g/L)

Simulated Concentration (g/L)

Measured Concentration (g/L)

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-1

6. INTERCEPTOR DITCH OPERATION

6.1 INTRODUCTION

FPL has prepared annual reports on the Interceptor Ditch (ID) operation and groundwater conditions referred to as Annual Report Groundwater Monitoring Program in compliance with the Agreement between FPL and the SFWMD, dated July 15, 1983 (the Agreement). The Agreement outlined the criteria for operating the ID pumps and the groundwater monitoring including groundwater levels, conductivities, and temperatures in wells L-3, L-5, G-21, and G-

28. In addition, surface water levels were required to be monitored in the L-31E, ID, and westernmost CCS canal (C-32) at five transects (A through E). The operation of the ID is designed to prevent any seasonal inland movement of the saltwater into the potable portion of the Biscayne aquifer west of the site. The saline groundwater is intercepted by the ditch and pumped back to the CCS during the dry season when natural freshwater hydraulic gradients are low and the potential for saltwater intrusion exists. Pumping the water from the ID to the CCS creates a seaward gradient east of the L-31E, thereby restricting inland movement of cooling canal water in the upper zones of the aquifer. The monitoring program provides water level information that triggers the need to pump the ID, as well as assists in the evaluation of ID operations.

On October 14, 2009, the Agreement was modified to expand the monitoring program as part of the Units 3 and 4 Uprate Project and added well G-35 to the historical monitoring network. This modified agreement resulted in two annual reports being submitted: one for the ID operation/groundwater monitoring and one for the Units 3 and 4 Uprate monitoring. On August 2, 2012, FPL and SFWMD agreed to consolidate the annual ID reporting into the Turkey Point Plant Uprate annual reports. Combining the reports helps improve the efficiency and consistency of reporting and storage of data.

The information presented in this section pertains to the operation of the ID from June 1, 2013 through May 31, 2014 and includes the same type of information as presented in previous ID operation reports (i.e., Golder Associates Inc. 2010, 2011b; FPL 2012). For consistency, the focus of this section is the historical L and G wells, and the operation of the ID. Figure 6.1-1 shows the well locations and five surface water transects A through E. Information on wells installed as part of the Uprate Project can be found in Sections 2 and 3 of this report. Where appropriate, references to the data in these sections will be made.

6.2 OPERATIONAL OR STRUCTURAL CHANGES As discussed in the Comprehensive Pre-Uprate Report (FPL 2012), FPL initiated a more conservative, revised operation procedure for the ID in December 2011 that considered freshwater head equivalents for the surface water transects. This resulted in changes to

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-2 triggers/operational criteria for when pumping of the ID would occur. The operational criteria/triggers that have been used since December 2012 are as follows:

If the L-31E water elevation minus the C-32 water elevation is equal to or greater than 0.25 ft then no pumping of ID is necessary, and a seaward gradient exists.

If the L-31E water elevation minus the C-32 water elevation is less than 0.25 ft, a natural seaward gradient may still exist if the L-31E water elevation minus the ID water elevation is equal to or greater than 0.30 ft and the density of the water in the ID is less than or equal to 1.012 g/cm3. If a density in the ID is higher than 1.012 g/cm3, a higher elevation difference between L-31E and the ID is necessary and can be calculated by converting the surface water levels to freshwater head equivalents.

If a natural seaward gradient does not exist, create an artificial gradient by pumping the ID until the ID is maintained at an elevation of at least 0.30 to 0.70 ft depending on the density of the ID water.

The operation of the ID pumps is based on water level readings at each of the five surface water transects. Traditionally, FPL has taken manual water level readings at least once every week during the dry season and at least twice a month during the wet season (Appendix L). When the Turkey Point Uprate Monitoring Plan (2009) was approved by the Agencies, automated stations were installed at Transects A, C, and E. As discussed in Section 2, these stations currently report data at 1-hour intervals and typically transmit by telemetry to a database every day. FPL is still going out at least once every week at each transect during the dry season, and at least twice per month during the wet season, to manually record water levels to evaluate hydraulic gradients.

Additionally, FPL is using the automated data to determine if they need to visit the sites more frequently and operate the ID pumps (Appendix L).

6.3 Meteorological Conditions Meteorological data are set forth in Section 2.4 of this report and include data collected from TPM-1. Daily rainfall data have also been traditionally recorded by SFWMD at structure S-20F located along the L-31E, approximately 2.5 miles north of the CCS. Figure 6.3-1 shows the monthly rainfall at S-20F and TPM-1 for the ID reporting period from June 2013 through May 2014 and compares them to historical averages (1968 to 2012) at S-20F.

Rainfall for June 2013 to May 2014 was below the historic monthly average from July 1968 to May 2012 at Station S-20F. Additionally, rainfall at TPM-1 was well below that of the S-20F station for the June 2013 through May 2014 time period. It should be noted, however, that TPM-1 was offline for several weeks in June 2013. The rain gauge at structure S-20F recorded 40.1 inches of precipitation from June 2013 to May 2014, while 13 inches of rain were recorded at TPM-1. The annual average at S-20F from 1968-2014 is 46.60 inches.

As shown on Figure 6.3-1, the rainfall distribution for 2013 was concentrated in the months of June through November, which are the traditionally wet season months. During an average year, approximately 74% of the precipitation occurs during the wet season with the remainder occurring during the six-month-long dry season (November to May). During 2013,

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-3 approximately 70% of the annual rainfall occurred during the wet season at S-20F and TPM-1.

The 2013 hurricane season produced no significant storms during the monitoring period.

6.4 WATER QUALITY AND WATER LEVEL RESULTS AND DISCUSSION 6.4.1 Groundwater Levels Groundwater levels are manually measured and samples are collected quarterly in the historical wells L-3, L-5, G-21, G-28, and G-35. For the Post-Uprate reporting period, water levels were measured in June 2013, September 2013, December 2013, and March 2014. Figure 6.4-1 shows the groundwater levels measured during this time period and the maximum and minimum levels recorded during the historical period. The start dates for the historical period for each well are as follows:

L-3: April 1974

L-5: January 1976

G-21: April 1972

G-28: April 1972

G-35: April 1972 The historical period for wells L-3, L-5, G-21, and G-28 was extended to include data through May 2014 for this report. Data were not recorded for well G-35 between 1983 and 2010; therefore, the historical envelope for this well covers a limited period.

The groundwater elevation at L-3 (-1.2 feet NAVD 88) was over 1 ft lower in June 2013 than any other time period. By September 2013, the groundwater elevation in L-3 had rebounded (0.4 ft NAVD 88) and was slightly higher than the elevation in L-5 but then exhibited the lowest groundwater elevations of all the wells for the rest of the monitoring period. The G-series wells (G-21, G-28, and G-35) exhibited groundwater elevations closer to their historical maximums with elevations in June 2013, September 2013, and December 2013 being within 1 ft of their highest levels. G-35 consistently had the highest groundwater elevations, including a measurement of 2.94 feet NAVD 88 in June 2013 that exceeded the historical maximum by 0.37 feet; however, the historical maximum is based on a limited time period. Groundwater elevations in the G-series wells were always higher than L-3 and L-5 elevations with levels ranging from 0.4 to 4 ft higher for this monitoring period.

6.4.2 Vertical Groundwater Temperature Profiles Groundwater temperatures are measured on a quarterly basis at 1 ft intervals throughout the water column in L-3, L-5, G-21, G-28, and G-35. For this monitoring period, temperatures were recorded in June 2013, September 2013, December 2013, and March 2014. Figures 6.4-2 through 6.4-6 show the temperature profile with depth and are compared with the historical envelope for each well where available. As reported by Golder Associates Inc. (2011b), the

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-4 historical envelope represents both the highest and lowest temperatures recorded during the period from July 1981 through June 1991.

All wells were within the historical envelopes (where established) for temperature except one location in September 2013. Well L-5 had groundwater temperatures close to 1°C higher than the historical maximum at a depth interval from -2 to -14 ft NAVD 88. There is no historical envelope for G-35, but the temperature profile for G-35 is similar to G-28 so the temperature is within expected values.

6.4.3 Vertical Groundwater Chloride Profiles The groundwater is measured for specific conductance at 1 ft intervals in the entire water column in all five wells. The specific conductance data are then converted to chloride values according to the procedures outlined in the Agreement. For this monitoring period, specific conductance values were measured in June 2013, September 2013, December 2013, and March 2014, and corresponding chloride values were calculated. Similar to the temperature profiles, chloride profiles have been developed and compared to historical envelopes when available (Figures 6.4-7 through 6.4-11). The historical envelope represents both the highest and lowest chloride levels recorded during the period from July 1981 through June 1991.

For the current reporting period, and similar to previous reporting periods, the chloride values at depth exceed the historical envelope. The calculated chloride values at L-3 began to exceed the historical envelope in September 2013 at -28 ft NAVD 88 and in June 2013, December 2013, and March 2014 at a depth of -33 ft NAVD 88. At L-5, the calculated chloride values begin to exceed the historical maximum at elevations of -24 ft to -28 ft NAVD 88 depending on the time of year. In the G-series wells, the depths of excursion from the historical maximum are deeper

(-42 ft to -43 ft NAVD 88 at G-21, and -32 ft to -35 NAVD 88 for G-28). The highest values are found at L-3 (34.1 parts per thousand [ppt]) and L-5 (31.6 ppt) at the bottom sample depth of approximately -50 ft NAVD 88. The lowest concentrations are at G-35 where the levels are minimal to about elevation -41 ft NAVD 88, below which they increase to values between 4 and 8 ppt. Golder Associates Inc. (2011b) reports that the historical chloride levels at those depths in the 1970s ranged to about 10 ppt.

What is clear from the vertical profiles is the quick change in chloride values with depth indicating a fairly sharp transition in water quality. This transitional boundary moves up and down depending on seasonal variations. The profiles also show the presence of a shallow predominantly freshwater (per FDEP, F.A.C.62-302.200) lens in L-3, L-5, G-21, and G-35. The chloride values at G-28 indicate higher chloride concentrations than found in the other wells in the upper 15 ft or so of the aquifer; however, that may be, in part, an artifact of the well construction. Unlike the other L and G series wells that have screen beginning near the surface, G-28 is hard-cased to 16.6 ft below the top of casing. Thus, water measured from the surface to the downward extent of the hard casing is predominantly reflective of the water quality at 16.6 ft below the top of casing.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-5 6.4.4 Interceptor Ditch Operation and Transect Surface Water Levels Surface water levels have been traditionally measured in L-31E, the ID, and C-32 as required by the ID operation procedure. The water levels are measured in these canals at pumping Lines A, B, C, D, and E, as shown previously on Figure 6.1-1. Water levels recorded during the past 12-month monitoring period are presented on Figures 6.4-12 through 6.4-16. The data for these figures are based on the manual readings by FPL staff at all five transect locations.

With a few exceptions, water levels in the L-31E were higher than in the C-32 at all transects.

The notable exception was in April and/or May 2014 when the CCS was higher for up to one to three weeks in transects A, B, and C. Table 6.4-1 shows the range in head differences in L-31E and C-32 at each transect. At all transects, the water elevations in the L-31E were higher than ID water elevations. Table 6.4-1 shows the range in head differences in L-31E and ID at each transect.

While none of the information presented in the above figures is corrected for density, Figures 6.4-17 through 6.4-19 illustrates differences in water levels between L-31 and the CCS (C-32) and differences between L-31E and the ID for transects A, C, and E, respectively, considering density differences (freshwater head equivalents). Basically, the figures show how much difference in elevation the L-31E canal is in relation to the CCS and ID, as well as the difference in water level between the ID and CCS. For these graphs, the undesired scenario is when both the black line and the orange line are less than zero (both the CCS and ID are higher than L-31E) and the black line is lower than the orange line (CCS is also higher than ID). This rarely happens and when it occurs, it is for a very short duration.

Operation of the ID pumps is shown on Figure 6.4-20, along with the measured rainfall. Table 6.4-2 shows how many hours and days each pump operated every month. Data in Table 6.4-3 identifies when pumping was required by the water levels and when such pumping actually occurred.

6.4.5 Pressure Gradient Density Correction In the previous reports for the ID, Golder Associates Inc. (2011b) and FPL (2012) presented analysis of the data to assess groundwater flow based on pressure gradients between L-3 and G-21 and L-5 and G-28. The analysis was to address the Agencies concerns that water level readings taken in wells and surface water bodies do not necessarily represent the actual pressure gradients within the ground or surface water because of differences in density and temperature between locations. Because surface water levels are being measured as proxies for groundwater levels in order to estimate groundwater movement, and groundwater levels are being estimated as proxies for pressure gradients, their analyses dealt with groundwater pressure gradients only.

This type of analysis lends itself favorably to the L and G series wells since they are screened across their entire (or nearly entire) depth, and temperature and specific conductance data are available at 1-ft intervals. This is important since the temperature and specific conductance do not vary linearly with depth. The temperature and specific conductance data can be used to calculate a density at each measurement point.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-6 Using specific conductance and temperature data collected from the September 2013 sampling event, the water densities by depth for wells L-3 and G-21 have been calculated and are plotted on Figure 6.4-21. Based on the densities shown on Figure 6.4-21, the pressure over depth (pressure gradient) for wells L-3 and G-21 for the September 2013 sampling event has been calculated and is shown on Figure 6.4-22. The data shown on Figure 6.4-22 indicate that the pressure gradient at well G-21 is slightly higher than that at well L-3 from the surface down to about -43 ft NAVD 88, below which that gradient is slightly higher at L-3 than at G-21. Because the pressure gradients are close in value, it is easier to see the difference when plotted as shown on Figure 6.4-23, which illustrates the pressure excess or deficit between the G and the corresponding L series wells. Similar analyses were performed for wells G-21 and L-3 during the March 2014 sampling event (Figure 6.4-24). These same analyses were also conducted for well G-28 versus well L-5 during the September 2013 sampling episode (Figure 6.4-25) and for well G-28 versus well L-5 during the March 2014 sampling episode (Figure 6.4-26).

In all of the cases examined (G-21 and L-3 in September 2013, G-21 and L-3 in March 2014, G-28 and L-5 in September 2013, and G-28 and L-5 in March 2014), the groundwater gradient is seaward in the upper levels of the aquifer, down to approximately -43 ft to -45 ft NAVD 88 for well G-21 versus well L-3, and down to about -33 ft to -38 ft NAVD 88 for well G-28 versus well L-5. In the Comprehensive Pre-Uprate Report, March 2012 was noted as having a landward gradient from L-3 to G-21 for the entire water column; however, further assessment indicates that was not the case: a seaward gradient existed down to an elevation of -13 ft NAVD 88. The operation of the ID still maintains a seaward gradient from the L-31E and/or the L-series wells in the upper levels of the aquifer.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 TABLES

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-8 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 6/5/13 0.42 0.3 0.45 0.25 0.42 0.19 0.61 0.19 0.63 0.17 6/17/13 0.47 0.29 0.48 0.3 0.48 0.22 0.8 0.25 0.87 0.22 6/26/13 0.21 0.29 0.11 0.25 0.29 0.05 0.73 0.25 0.84 0.22 6/27/13 0.17 0.49 0.18 0.43 0.23 0.41 0.64 0.31 0.73 0.24 6/28/13 0.14 0.28 0.18 0.24 0.24 0.21 0.68 0.26 0.8 0.22 7/1/13 0.01 0.29 0.08 0.23 0.19 0.24 0.65 0.27 0.82 0.21 7/2/13 0.01 0.47 0.02 0.4 0.14 0.37 0.61 0.37 0.79 0.3 7/5/13 0.36 0.38 0.28 0.24 0.3 0.18 0.71 0.2 0.82 0.15 7/8/13 0.28 0.28 0.32 0.21 0.36 0.16 0.75 0.2 0.84 0.14 7/16/13 0.38 0.24 0.44 0.22 0.38 0.15 0.72 0.15 0.78 0.09 8/1/13 0.54 0.28 0.6 0.2 0.63 0.17 0.86 0.19 0.84 0.12 8/19/13 0.36 0.19 0.46 0.18 0.5 0.12 0.78 0.12 0.83 0.09 9/3/13 0.43 0.27 0.47 0.17 0.52 0.12 0.78 0.16 0.83 0.11 9/19/13 0.5 0.2 0.52 0.17 0.52 0.03 0.74 0.08 0.74 0.04 10/2/13 0.64 0.18 0.67 0.17 0.63 0.09 0.78 0.08 0.76 0.02 10/16/13 0.6 0.14 0.63 0.11 0.63 0.07 0.81 0.08 0.9 0.08 12/3/13 0.42 0.14 0.44 0.1 0.45 0.05 0.6 0.08 0.56 0.04 12/10/13 0.36 0.18 0.37 0.12 0.43 0.1 0.58 0.12 0.57 0.06 12/16/13 0.35 0.15 0.39 0.12 0.43 0.08 0.62 0.11 0.54 0.06 12/23/13 0.37 0.19 0.47 0.16 0.57 0.14 0.7 0.2 0.74 0.16 1/2/14 0.28 0.18 0.37 0.17 0.48 0.16 0.6 0.16 0.64 0.14 1/6/14 0.37 0.19 0.47 0.16 0.57 0.14 0.8 0.17 0.7 0.12

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-9 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 1/13/14 0.4 0.21 0.45 0.17 0.51 0.13 0.7 0.17 0.65 0.11 1/21/14 0.32 0.25 0.39 0.15 0.51 0.18 0.78 0.22 0.7 0.18 1/27/14 0.29 0.24 0.36 0.2 0.49 0.21 0.76 0.22 0.73 0.17 2/3/14 0.32 0.19 0.31 0.08 0.5 0.14 0.7 0.12 0.73 0.11 2/10/14 0.35 0.24 0.44 0.23 0.52 0.22 0.76 0.2 0.74 0.14 2/17/14 0.44 0.2 0.49 0.19 0.57 0.15 0.82 0.2 0.73 0.15 2/24/14 0.32 0.24 0.4 0.2 0.5 0.2 0.78 0.22 0.77 0.15 2/26/14 0.2 0.19 0.3 0.21 0.41 0.18 0.73 0.19 0.77 0.15 2/28/14 0.2 0.51 0.3 0.53 0.42 0.17 0.42 0.17 0.73 0.12 3/3/14 0.24 0.19 0.32 0.19 0.43 0.17 0.72 0.19 0.75 0.14 3/4/14 0.23 0.65 0.34 0.67 0.39 0.21 0.69 0.25 0.7 0.21 3/6/14

-0.07 0.21 0.2 0.22 0.38 0.19 0.69 0.2 0.73 0.13 3/7/14 0.28 0.8 0.4 0.82 0.58 0.2 0.83 0.21 0.79 0.17 3/10/14 0.26 0.21 0.32 0.21 0.44 0.15 0.69 0.16 0.67 0.08 3/11/14 0.18 0.19 0.32 0.21 0.41 0.14 0.69 0.17 0.68 0.09 3/12/14 0.16 0.73 0.25 0.75 0.38 0.17 0.66 0.17 0.72 0.12 3/13/14 0.24 0.23 0.32 0.24 0.38 0.14 0.66 0.11 0.64 0.08 3/14/14 0.26 0.74 0.34 0.74 0.35 0.17 0.62 0.2 0.65 0.15 3/17/14

-0.08 0.22 0.1 0.22 0.27 0.17 0.59 0.14 0.6 0.08 3/18/14 0.07 0.2 0.14 0.22 0.22 0.04 0.62 0.03 0.7 0.01 3/18/14 0.2 0.25 0.29 0.24 0.37 0.25 0.68 0.18 0.69 0.09 3/19/14 0.29 0.41 0.36 0.42 0.46 0.34 0.68 0.22 0.68 0.18

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-10 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 3/24/14 0.44 0.23 0.49 0.2 0.48 0.14 0.61 0.16 0.61 0.09 3/31/14 0.56 0.18 0.61 0.21 0.58 0.12 0.73 0.14 0.68 0.08 4/7/14 0.13 0.22 0.23 0.23 0.29 0.09 0.52 0.1 0.61 0.05 4/8/14 0.04 0.59 0.15 0.57 0.27 0.21 0.53 0.2 0.64 0.14 4/9/14 0.31 0.19 0.39 0.22 0.39 0.11 0.59 0.11 0.58 0.06 4/14/14 0.06 0.26 0.17 0.27 0.12 0.1 0.49 0.13 0.6 0.04 4/15/14

-0.06 0.46 0.08 0.5 0.07 0.26 0.42 0.15 0.54 0.11 4/16/14 0.1 0.26 0.16 0.28 0.08 0.07 0.41 0.05 0.52 0.02 4/17/14 0.15 0.67 0.23 0.67 0.06 0.36 0.35 0.15 0.42 0.08 4/18/14 0.01 0.13 0.11 0.15 0.34 0.18 0.67 0.19 0.82 0.12 4/19/14 0.04 0.54 0.14 0.56 4/21/14 0.16 0.22 0.24 0.23 0.25 0.12 0.55 0.12 0.62 0.04 4/22/14 0.16 0.33 0.22 0.4 0.23 0.28 0.54 0.19 0.6 0.07 4/22/14

-0.01 0.24 0.17 0.24 0.06 0.08 0.5 0.1 0.6 0.03 4/23/14 0

0.37 0.03 0.4 0.04 0.28 0.51 0.16 0.6 0.14 4/23/14

-0.01 0.19 0.1 0.22 0.08 0.08 0.52 0.08 0.63 0.02 4/24/14

-0.1 0.42 0.01 0.44 0.03 0.31 0.49 0.17 0.57 0.07 4/25/14

-0.04 0.2 0.04 0.22 0.08 0.1 0.48 0.08 0.48 0.06 4/26/14

-0.08 0.4 0.04 0.42 0.05 0.3 0.45 0.13 0.55 0.05 4/28/14

-0.08 0.18 0.01 0.17 0.1 0.1 0.5 0.11 0.6 0.04 4/29/14

-0.06 0.4 0.03 0.43 0.11 0.33 0.45 0.15 0.59 0.11 4/29/14

-0.11 0.19 0.08 0.2 0.13 0.12 0.51 0.11 0.62 0.05

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-11 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 4/30/14 0.45 0.19 0.62 0.13 4/30/14

-0.13 0.41 0.03 0.42 0.13 0.4 5/2/14

-0.16 0.17

-0.06 0.16 0.11 0.11 0.44 0.09 0.71 0.05 5/3/14

-0.22 0.52

-0.08 0.52 0.03 0.48 0.43 0.2 0.76 0.12 5/5/14 0.09 0.19 0.15 0.2 0.19 0.09 0.54 0.08 0.77 0.01 5/6/14

-0.01 0.45 0.09 0.48 0.08 0.34 0.45 0.13 0.41 0.06 5/7/14

-0.04 0.24 0.08 0.26 0.02 0.08 0.38 0.06 0.4 0

5/8/14

-0.1 0.44 0

0.44 0.03 0.3 0.3 0.1 0.4 0.04 5/9/14

-0.12 0.2

-0.04 0.24

-0.05 0.05 0.3 0.08 0.39 0

5/10/14

-0.14 0.5

-0.04 0.6

-0.06 0.44 0.26 0.13 0.36 0.06 5/12/14

-0.19 0.28

-0.1 0.25

-0.14 0.04 0.24 0

0.35

-0.04 5/13/14

-0.18 0.48

-0.06 0.6

-0.15 0.32 0.28 0.31 0.34 0.08 5/13/14

-0.15 0.21

-0.02 0.24

-0.12 0

0.2

-0.02 0.32

-0.06 5/14/14

-0.22 0.52

-0.1 0.56

-0.13 0.36 0.21 0.28 0.34 0.08 5/15/14

-0.26 0.26

-0.1 0.31 0.04 0.32 0.57 0.19 5/16/14 0.08 0.12 0.17 0.14 0.31 0.15 0.41 0.31 0.66 0.08 5/17/14 0.14 0.5 0.28 0.54 0.39 0.21 0.64 0.14 0.68 0.12 5/19/14 0.18 0.18 0.25 0.19 0.34 0.14 0.67 0.21 0.69 0.09 5/20/14 0.25 0.59 0.27 0.57 0.34 0.2 0.65 0.15 0.65 0.15 5/20/14 0.17 0.17 0.28 0.2 0.37 0.18 0.59 0.19 0.69 0.11 5/21/14 0.2 0.63 0.25 0.61 0.36 0.24 0.63 0.17 0.65 0.15 5/21/14 0.19 0.23 0.28 0.24 0.38 0.19 0.62 0.22 0.66 0.1

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-12 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 5/22/14 0.15 0.63 0.22 0.62 0.35 0.26 0.63 0.17 0.68 0.29 5/22/14 0.08 0.2 0.18 0.23 0.29 0.19 0.63 0.26 0.64 0.22 5/23/14 0.02 0.42 0.12 0.46 0.24 0.32 0.59 0.19 0.54 0.18 5/27/14

-0.04 0.21 0.1 0.17 0.07 0.05 0.52 0.25 0.45 0.01 5/28/14

-0.14 0.44

-0.04 0.45

-0.05 0.3 0.52 0.25 0.38 0.1 5/29/13

-0.12 0.2 0.02 0.24 0.02

-0.02 0.38 0.05 0.39 0

5/30/14

-0.09 0.4

-0.02 0.43

-0.08 0.28 0.27 0.14 0.3 0.06

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-13 Table 6.4-2. Hours and Days of ID Pump Operation per Month ID 2013 2014 Pump Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May N1 24 (1) 24 (1) 0.0 0.0 0.0 0.0 0.0 0.0 43 (1.8) 62 (2.6) 62 (2.6) 84 (3.5)

N2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 (0.2) 43 (1.8) 134 (3.5)

S2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 22 (0.9)

Note:

Values are reported as 'Hours (Days)'.

Key:

ID = Identification.

N# = North.

S# = South.

PL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-14 Table 6.4-3. Pumping Summary Date Pump 1 Pump 2 Pump 3 Pump 4 Performed Pumping 6/26/2013 Yes X

6/27/2013 Yes X

6/28/2013 Yes X

7/1/2013 Yes X

7/2/2014 Yes X

2/26/2014 Yes X

2/28/2014 Yes X

3/3/2014 Yes X

3/4/2014 Yes X

3/6/2014 Yes X

3/11/2014 Yes X

3/13/2014 Yes X

3/17/2014 Yes X

3/18/2014 Yes Yes X

3/19/2014 Yes X

4/7/2014 Yes X

4/14/2014 Yes X

4/15/2014 Yes X

4/16/2014 Yes Yes X

4/21/2014 Yes X

4/22/2014 Yes X

4/23/2014 Yes X

4/24/2014 Yes X

4/25/2014 Yes X

4/28/2014 Yes X

4/29/2014 Yes Yes X

4/30/2014 Yes X

PL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-15 Table 6.4-3. Pumping Summary Date Pump 1 Pump 2 Pump 3 Pump 4 Performed Pumping 5/2/2014 Yes X

5/5/2014 Yes X

5/6/2014 Yes X

5/7/2014 Yes X

5/8/2014 Yes X

5/9/2014 Yes Yes X

5/12/2014 Yes Yes X

5/13/2014 Yes X

5/14/2014 Yes Yes Yes X

5/15/2014 Yes X

5/16/2014 Yes X

5/19/2014 Yes X

5/20/2014 Yes X

5/21/2014 Yes X

5/22/2014 Yes X

5/23/2014 Yes X

5/27/2014 Yes X

5/28/2014 Yes X

5/29/2014 Yes X

5/30/2014 Yes X

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-36 Table 5.3-4. Calculated Fluid Flows from Water Budget Components August 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.09 33.71 E. Seepage 6.43 199.31 N. Seepage 0.02 0.64 S. Seepage 1.86 57.76 Bottom Seepage 12.81 396.99 Precipitation and Runoff 40.10 1243.25 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.27 8.51 Blowdown 1.10 34.11 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

63.69 1974.28 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-6.81

-211.21 N. Seepage 0.00 0.00 S. Seepage

-0.02

-0.67 Bottom Seepage

-8.84

-273.91 Precipitation and Runoff 0.00 0.00 Evaporation

-39.04

-1210.28 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-54.71

-1696.07 Modeled Change in CCS Storage:

8.97 278.21 Observed Change 21.72 673.22

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-37 Table 5.3-4. Calculated Fluid Flows from Water Budget Components September 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.74 22.06 E. Seepage 2.79 83.61 N. Seepage 0.01 0.37 S. Seepage 1.69 50.83 Bottom Seepage 7.98 239.35 Precipitation and Runoff 30.04 901.31 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.73 22.00 Blowdown 0.96 28.93 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

44.95 1348.46 Out of CCS W. Seepage

-0.01

-0.20 E. Seepage

-11.11

-333.35 N. Seepage 0.00 0.00 S. Seepage

-0.03

-0.77 Bottom Seepage

-15.01

-450.33 Precipitation and Runoff 0.00 0.00 Evaporation

-38.60

-1157.98 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-64.75

-1942.63 Modeled Change in CCS Storage:

-19.81

-594.17 Observed Change

-5.35

-160.61

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-38 Table 5.3-4. Calculated Fluid Flows from Water Budget Components October 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.31 9.61 E. Seepage 21.31 660.75 N. Seepage 0.02 0.63 S. Seepage 2.62 81.26 Bottom Seepage 15.41 477.83 Precipitation and Runoff 14.29 442.88 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.89 27.69 Blowdown 0.94 29.23 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

55.80 1729.88 Out of CCS W. Seepage

-0.02

-0.55 E. Seepage

-4.96

-153.62 N. Seepage 0.00

-0.06 S. Seepage

-0.01

-0.40 Bottom Seepage

-7.18

-222.59 Precipitation and Runoff 0.00 0.00 Evaporation

-38.34

-1188.48 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-50.51

-1565.69 Modeled Change in CCS Storage:

5.30 164.19 Observed Change 7.58 235.01

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-39 Table 5.3-4. Calculated Fluid Flows from Water Budget Components November 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.43 12.93 E. Seepage 8.63 259.02 N. Seepage 0.02 0.71 S. Seepage 2.20 66.04 Bottom Seepage 14.44 433.31 Precipitation and Runoff 1.73 51.85 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.79 23.74 Blowdown 0.66 19.70 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

28.91 867.29 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2.76

-82.85 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-3.44

-103.32 Precipitation and Runoff 0.00 0.00 Evaporation

-28.02

-840.52 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-34.22

-1026.70 Modeled Change in CCS Storage:

-5.31

-159.41 Observed Change

-3.88

-116.28

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-40 Table 5.3-4. Calculated Fluid Flows from Water Budget Components December 2012 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.84 26.02 E. Seepage 0.48 14.75 N. Seepage 0.02 0.57 S. Seepage 1.07 33.05 Bottom Seepage 8.05 249.53 Precipitation and Runoff 1.87 57.85 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.50 15.62 Blowdown 0.75 23.17 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

13.57 420.55 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-8.92

-276.63 N. Seepage 0.00 0.00 S. Seepage 0.00

-0.01 Bottom Seepage

-7.14

-221.42 Precipitation and Runoff 0.00 0.00 Evaporation

-22.81

-707.02 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-38.87

-1205.08 Modeled Change in CCS Storage:

-25.31

-784.53 Observed Change

-28.66

-888.55

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-41 Table 5.3-4. Calculated Fluid Flows from Water Budget Components January 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.95 29.50 E. Seepage 7.94 246.29 N. Seepage 0.02 0.57 S. Seepage 2.38 73.65 Bottom Seepage 9.83 304.76 Precipitation and Runoff 1.06 32.80 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.52 16.25 Blowdown 0.87 26.94 ID Pumping 2.40 74.25 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

25.97 805.01 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2.66

-82.60 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-2.09

-64.77 Precipitation and Runoff 0.00 0.00 Evaporation

-23.85

-739.42 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-28.61

-886.79 Modeled Change in CCS Storage:

-2.64

-81.78 Observed Change

-10.70

-331.69

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-42 Table 5.3-4. Calculated Fluid Flows from Water Budget Components February 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.07 30.08 E. Seepage 10.79 302.00 N. Seepage 0.01 0.35 S. Seepage 2.55 71.41 Bottom Seepage 9.59 268.52 Precipitation and Runoff 5.45 152.71 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.34 9.50 Blowdown 0.82 22.83 ID Pumping 8.45 236.52 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

39.07 1093.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3.25

-91.04 N. Seepage 0.00

-0.01 S. Seepage 0.00 0.00 Bottom Seepage

-7.21

-201.87 Precipitation and Runoff 0.00 0.00 Evaporation

-22.90

-641.16 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-33.36

-934.09 Modeled Change in CCS Storage:

5.71 159.83 Observed Change 1.10 30.86

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-43 Table 5.3-4. Calculated Fluid Flows from Water Budget Components March 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.88 27.34 E. Seepage 21.89 678.71 N. Seepage 0.01 0.18 S. Seepage 3.17 98.25 Bottom Seepage 16.08 498.39 Precipitation and Runoff 5.20 161.33 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.52 16.05 Blowdown 0.96 29.83 ID Pumping 7.41 229.77 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

56.12 1739.86 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00

-0.13 S. Seepage 0.00 0.00 Bottom Seepage

-11.23

-348.23 Precipitation and Runoff 0.00 0.00 Evaporation

-27.15

-841.74 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-38.39

-1190.10 Modeled Change in CCS Storage:

17.73 549.76 Observed Change 3.84 119.01

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-44 Table 5.3-4. Calculated Fluid Flows from Water Budget Components April 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.09 32.79 E. Seepage 25.76 772.76 N. Seepage 0.00 0.00 S. Seepage 2.60 78.12 Bottom Seepage 10.33 309.85 Precipitation and Runoff 23.05 691.63 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.71 21.24 Blowdown 0.96 28.69 ID Pumping 9.24 277.20 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

73.74 2212.27 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.14

-4.26 N. Seepage

-0.02

-0.66 S. Seepage 0.00 0.00 Bottom Seepage

-25.36

-760.88 Precipitation and Runoff 0.00 0.00 Evaporation

-37.37

-1121.21 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-62.90

-1887.02 Modeled Change in CCS Storage:

10.84 325.25 Observed Change 12.76 382.66

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-45 Table 5.3-4. Calculated Fluid Flows from Water Budget Components May 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.02 31.48 E. Seepage 14.39 446.22 N. Seepage 0.00 0.00 S. Seepage 1.87 57.86 Bottom Seepage 4.02 124.74 Precipitation and Runoff 49.66 1539.39 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.93 28.68 Blowdown 1.08 33.35 ID Pumping 6.15 190.71 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

79.11 2452.43 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1.90

-59.04 N. Seepage

-0.01

-0.41 S. Seepage

-0.02

-0.69 Bottom Seepage

-16.77

-519.88 Precipitation and Runoff 0.00 0.00 Evaporation

-42.31

-1311.46 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-61.02

-1891.48 Modeled Change in CCS Storage:

18.10 560.95 Observed Change 22.68 703.18

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-46 Table 5.3-4. Calculated Fluid Flows from Water Budget Components June 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 1.07 32.22 E. Seepage 7.03 210.99 N. Seepage 0.00 0.00 S. Seepage 1.06 31.66 Bottom Seepage 2.24 67.19 Precipitation and Runoff 18.55 556.60 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.56 16.94 Blowdown 0.99 29.80 ID Pumping 0.68 20.52 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

32.20 965.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-15.80

-474.03 N. Seepage

-0.02

-0.66 S. Seepage

-0.63

-18.87 Bottom Seepage

-23.48

-704.44 Precipitation and Runoff 0.00 0.00 Evaporation

-45.17

-1355.04 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-85.10

-2553.03 Modeled Change in CCS Storage:

-52.90

-1587.12 Observed Change

-31.07

-931.98

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-47 Table 5.3-4. Calculated Fluid Flows from Water Budget Components July 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.92 28.55 E. Seepage 15.42 478.03 N. Seepage 0.00 0.02 S. Seepage 2.04 63.12 Bottom Seepage 7.38 228.73 Precipitation and Runoff 48.46 1502.27 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.55 16.95 Blowdown 1.02 31.72 ID Pumping 0.70 21.78 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

76.49 2371.18 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3.03

-94.08 N. Seepage

-0.01

-0.33 S. Seepage 0.00 0.00 Bottom Seepage

-10.00

-310.06 Precipitation and Runoff 0.00 0.00 Evaporation

-51.16

-1585.93 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-64.21

-1990.40 Modeled Change in CCS Storage:

12.28 380.77 Observed Change 19.61 607.86

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-48 Table 5.3-4. Calculated Fluid Flows from Water Budget Components August 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.78 24.32 E. Seepage 22.08 684.41 N. Seepage 0.01 0.16 S. Seepage 2.50 77.35 Bottom Seepage 8.36 259.08 Precipitation and Runoff 32.70 1013.62 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.70 21.73 Blowdown 1.28 39.82 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

68.40 2120.49 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3.02

-93.58 N. Seepage

-0.01

-0.29 S. Seepage

-0.03

-0.78 Bottom Seepage

-7.51

-232.82 Precipitation and Runoff 0.00 0.00 Evaporation

-73.27

-2271.47 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-83.84

-2598.94 Modeled Change in CCS Storage:

-15.43

-478.45 Observed Change

-6.11

-189.45

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-49 Table 5.3-4. Calculated Fluid Flows from Water Budget Components September 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.27 7.98 E. Seepage 16.35 490.64 N. Seepage 0.01 0.43 S. Seepage 1.85 55.50 Bottom Seepage 12.61 378.33 Precipitation and Runoff 21.01 630.35 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.36 10.89 Blowdown 0.73 21.80 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

53.20 1595.93 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.28

-8.28 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-0.63

-19.03 Precipitation and Runoff 0.00 0.00 Evaporation

-34.46

-1033.67 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-35.37

-1060.98 Modeled Change in CCS Storage:

17.83 534.95 Observed Change 10.23 307.04

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-50 Table 5.3-4. Calculated Fluid Flows from Water Budget Components October 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.32 10.00 E. Seepage 20.94 649.25 N. Seepage 0.03 1.02 S. Seepage 3.47 107.62 Bottom Seepage 27.04 838.34 Precipitation and Runoff 7.44 230.56 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.55 16.96 Blowdown 1.13 34.94 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

60.93 1888.70 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.70

-21.55 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-0.25

-7.81 Precipitation and Runoff 0.00 0.00 Evaporation

-53.02

-1643.73 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-53.97

-1673.08 Modeled Change in CCS Storage:

6.96 215.62 Observed Change

-5.40

-167.52

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-51 Table 5.3-4. Calculated Fluid Flows from Water Budget Components November 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.30 8.93 E. Seepage 17.55 526.60 N. Seepage 0.03 0.82 S. Seepage 3.34 100.05 Bottom Seepage 22.26 667.85 Precipitation and Runoff 32.66 979.94 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.49 14.56 Blowdown 0.90 26.92 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

77.52 2325.68 Out of CCS W. Seepage 0.00

-0.03 E. Seepage

-0.97

-29.03 N. Seepage 0.00 0.00 S. Seepage

-0.52

-15.71 Bottom Seepage

-1.31

-39.43 Precipitation and Runoff 0.00 0.00 Evaporation

-42.96

-1288.94 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-45.77

-1373.13 Modeled Change in CCS Storage:

31.75 952.55 Observed Change 13.98 419.29

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-52 Table 5.3-4. Calculated Fluid Flows from Water Budget Components December 2013 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.38 11.64 E. Seepage 5.56 172.29 N. Seepage 0.01 0.21 S. Seepage 0.00 0.00 Bottom Seepage 4.28 132.60 Precipitation and Runoff 4.49 139.14 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.50 15.50 Blowdown 0.90 27.77 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

16.10 499.14 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-4.05

-125.64 N. Seepage 0.00

-0.03 S. Seepage

-3.28

-101.80 Bottom Seepage

-6.13

-190.01 Precipitation and Runoff 0.00 0.00 Evaporation

-40.62

-1259.22 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-54.09

-1676.69 Modeled Change in CCS Storage:

-37.99

-1177.56 Observed Change

-21.47

-665.45

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-53 Table 5.3-4. Calculated Fluid Flows from Water Budget Components January 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.66 20.51 E. Seepage 11.24 348.43 N. Seepage 0.02 0.48 S. Seepage 1.55 48.07 Bottom Seepage 9.95 308.55 Precipitation and Runoff 8.57 265.64 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.47 14.68 Blowdown 0.84 25.90 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

33.30 1032.26 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1.39

-43.04 N. Seepage 0.00 0.00 S. Seepage

-0.59

-18.28 Bottom Seepage

-2.37

-73.59 Precipitation and Runoff 0.00 0.00 Evaporation

-37.88

-1174.16 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-42.23

-1309.07 Modeled Change in CCS Storage:

-8.93

-276.81 Observed Change

-6.40

-198.28

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-54 Table 5.3-4. Calculated Fluid Flows from Water Budget Components January 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.66 20.51 E. Seepage 11.24 348.43 N. Seepage 0.02 0.48 S. Seepage 1.55 48.07 Bottom Seepage 9.95 308.55 Precipitation and Runoff 8.57 265.64 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.47 14.68 Blowdown 0.84 25.90 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

33.30 1032.26 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1.39

-43.04 N. Seepage 0.00 0.00 S. Seepage

-0.59

-18.28 Bottom Seepage

-2.37

-73.59 Precipitation and Runoff 0.00 0.00 Evaporation

-37.88

-1174.16 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-42.23

-1309.07 Modeled Change in CCS Storage:

-8.93

-276.81 Observed Change

-6.40

-198.28

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-55 Table 5.3-4. Calculated Fluid Flows from Water Budget Components February 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.79 22.17 E. Seepage 15.37 430.48 N. Seepage 0.02 0.57 S. Seepage 3.49 97.74 Bottom Seepage 14.67 410.76 Precipitation and Runoff 10.41 291.45 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.48 13.58 Blowdown 0.81 22.76 ID Pumping 1.35 37.89 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

47.41 1327.40 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.41

-11.39 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-0.94

-26.25 Precipitation and Runoff 0.00 0.00 Evaporation

-51.37

-1438.25 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-52.71

-1475.89 Modeled Change in CCS Storage:

-5.30

-148.49 Observed Change

-7.95

-222.68

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-56 Table 5.3-4. Calculated Fluid Flows from Water Budget Components March 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.79 24.35 E. Seepage 16.02 496.70 N. Seepage 0.02 0.71 S. Seepage 3.19 98.98 Bottom Seepage 14.92 462.52 Precipitation and Runoff 6.87 212.90 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.39 12.07 Blowdown 1.01 31.25 ID Pumping 1.93 59.76 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

45.14 1399.24 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-0.01

-0.37 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-1.40

-43.38 Precipitation and Runoff 0.00 0.00 Evaporation

-49.14

-1523.26 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-50.55

-1567.01 Modeled Change in CCS Storage:

-5.41

-167.78 Observed Change

-7.86

-243.70

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-57 Table 5.3-4. Calculated Fluid Flows from Water Budget Components April 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.75 22.64 E. Seepage 27.81 834.36 N. Seepage 0.02 0.67 S. Seepage 3.92 117.48 Bottom Seepage 22.82 684.73 Precipitation and Runoff 2.40 71.92 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.33 10.01 Blowdown 1.21 36.35 ID Pumping 3.19 95.76 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

62.46 1873.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-5.24

-157.10 Precipitation and Runoff 0.00 0.00 Evaporation

-50.28

-1508.52 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-55.52

-1665.62 Modeled Change in CCS Storage:

6.94 208.31 Observed Change 1.08 32.37

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-58 Table 5.3-4. Calculated Fluid Flows from Water Budget Components May 2014 Water Budget Component Flow (MGD)

Volume (gal x 10^6)

Into CCS W. Seepage 0.76 23.63 E. Seepage 41.30 1280.37 N. Seepage 0.01 0.18 S. Seepage 4.24 131.29 Bottom Seepage 28.85 894.27 Precipitation and Runoff 7.42 229.90 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.46 14.40 Blowdown 1.10 34.21 ID Pumping 7.00 217.08 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

91.14 2825.32 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00

-0.06 S. Seepage 0.00 0.00 Bottom Seepage

-12.07

-374.12 Precipitation and Runoff 0.00 0.00 Evaporation

-67.69

-2098.40 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-79.76

-2472.58 Modeled Change in CCS Storage:

11.38 352.75 Observed Change 3.55 110.04

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-59 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.53 45.92 E. Seepage 2500.92 75027.64 N. Seepage 3.26 97.90 S. Seepage 104.83 3144.88 Bottom Seepage 1942.12 58263.66 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 114.36 3430.81 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4667.03 140010.82 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2444.34

-73330.24 N. Seepage

-1.00

-30.03 S. Seepage 0.00 0.00 Bottom Seepage

-3732.66

-111979.85 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6178.00

-185340.12 Modeled Change in CCS Storage:

-1510.98

-45329.30 Observed Change 1464.29 43928.58 Key:

CCS = Cooling Canal System.

ID = Interceptor Ditch.

lb = Pound.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-60 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 0.49 15.06 E. Seepage 149.53 4635.38 N. Seepage 1.03 32.01 S. Seepage 7.25 224.80 Bottom Seepage 1882.00 58341.96 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 87.08 2699.59 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2127.38 65948.81 Out of CCS W. Seepage

-103.73

-3215.68 E. Seepage

-9444.01

-292764.18 N. Seepage

-2.35

-72.84 S. Seepage

-14.68

-455.19 Bottom Seepage

-9054.26

-280682.01 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-18619.03

-577189.91 Modeled Change in CCS Storage:

-16491.65

-511241.10 Observed Change

-13790.42

-427502.87

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-61 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 0.72 21.47 E. Seepage 1143.70 34310.91 N. Seepage 1.02 30.47 S. Seepage 63.96 1918.87 Bottom Seepage 538.98 16169.37 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 58.36 1750.73 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

1806.73 54201.83 Out of CCS W. Seepage

-646.37

-19391.23 E. Seepage

-2969.21

-89076.29 N. Seepage

-1.36

-40.70 S. Seepage

-8.71

-261.42 Bottom Seepage

-5590.81

-167724.26 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9216.46

-276493.90 Modeled Change in CCS Storage:

-7409.74

-222292.08 Observed Change

-2876.16

-86284.89

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-62 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2010 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.04 94.39 E. Seepage 4725.01 146475.21 N. Seepage 0.00 0.00 S. Seepage 302.77 9385.88 Bottom Seepage 674.69 20915.51 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 84.15 2608.67 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5789.67 179479.65 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-180.61

-5598.89 N. Seepage

-4.76

-147.53 S. Seepage

-1.76

-54.64 Bottom Seepage

-5505.29

-170663.91 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5692.42

-176464.98 Modeled Change in CCS Storage:

97.25 3014.68 Observed Change

-1555.92

-48233.42

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-63 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.71 207.92 E. Seepage 2694.88 83541.26 N. Seepage 0.02 0.72 S. Seepage 260.16 8065.07 Bottom Seepage 805.49 24970.29 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 95.74 2967.93 ID Pumped Water 185.05 5736.69 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4048.06 125489.88 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1635.00

-50684.88 N. Seepage

-5.83

-180.58 S. Seepage 0.00 0.00 Bottom Seepage

-7338.77

-227501.97 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-8979.59

-278367.43 Modeled Change in CCS Storage:

-4931.53

-152877.56 Observed Change

-910.35

-28220.95

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-64 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 4.28 119.79 E. Seepage 6730.29 188448.01 N. Seepage 0.00 0.00 S. Seepage 469.04 13133.08 Bottom Seepage 2790.13 78123.66 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 81.20 2273.71 ID Pumped Water 73.70 2063.56 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10148.64 284161.82 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-169.22

-4738.19 N. Seepage

-9.05

-253.36 S. Seepage 0.00 0.00 Bottom Seepage

-8852.81

-247878.63 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9031.08

-252870.18 Modeled Change in CCS Storage:

1117.56 31291.64 Observed Change 1264.60 35408.76

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-65 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.25 224.79 E. Seepage 6208.79 192472.59 N. Seepage 0.57 17.59 S. Seepage 624.64 19363.87 Bottom Seepage 3113.68 96524.02 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 77.46 2401.17 ID Pumped Water 774.24 24001.46 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10806.63 335005.48 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-148.18

-4593.68 N. Seepage

-2.15

-66.72 S. Seepage 0.00 0.00 Bottom Seepage

-8266.32

-256256.01 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-8416.66

-260916.41 Modeled Change in CCS Storage:

2389.97 74089.06 Observed Change 2504.94 77653.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-66 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.97 239.04 E. Seepage 9397.48 281924.52 N. Seepage 0.96 28.87 S. Seepage 981.96 29458.82 Bottom Seepage 4763.76 142912.67 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 132.20 3966.02 ID Pumped Water 751.05 22531.49 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

16035.38 481061.43 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-0.90

-27.12 S. Seepage 0.00 0.00 Bottom Seepage

-7890.82

-236724.70 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-7891.73

-236751.82 Modeled Change in CCS Storage:

8143.65 244309.61 Observed Change

-4057.292603

-121718.78

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-67 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 26.21 812.61 E. Seepage 15905.29 493063.91 N. Seepage 0.00 0.00 S. Seepage 1444.80 44788.85 Bottom Seepage 8038.52 249194.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 135.40 4197.49 ID Pumped Water 3405.55 105571.94 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

28955.78 897629.03 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-18.40

-570.36 S. Seepage 0.00 0.00 Bottom Seepage

-24742.36

-767013.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-24760.76

-767583.58 Modeled Change in CCS Storage:

4195.01 130045.45 Observed Change 6228.37 193079.32

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-68 Table 5.3-5. Calculated Mass Flows from Salt Budget Components June 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 39.65 1189.35 E. Seepage 13544.39 406331.65 N. Seepage 0.00 0.00 S. Seepage 1490.22 44706.45 Bottom Seepage 8163.91 244917.21 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 119.17 3575.20 ID Pumped Water 4597.36 137920.85 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

27954.69 838640.72 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-4.59

-137.70 N. Seepage

-16.95

-508.48 S. Seepage 0.00 0.00 Bottom Seepage

-21348.75

-640462.48 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-21370.29

-641108.66 Modeled Change in CCS Storage:

6584.40 197532.06 Observed Change 8658.55 259756.64

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-69 Table 5.3-5. Calculated Mass Flows from Salt Budget Components July 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 22.97 712.22 E. Seepage 1630.60 50548.47 N. Seepage 0.00 0.00 S. Seepage 475.00 14724.90 Bottom Seepage 1945.63 60314.59 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 131.92 4089.50 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4206.12 130389.67 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-5721.60

-177369.67 N. Seepage

-6.85

-212.23 S. Seepage

-23.87

-739.95 Bottom Seepage

-8531.61

-264479.96 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-14283.93

-442801.82 Modeled Change in CCS Storage:

-10077.81

-312412.15 Observed Change 3237.34 100357.40

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-70 Table 5.3-5. Calculated Mass Flows from Salt Budget Components August 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.40 229.41 E. Seepage 5237.66 162367.43 N. Seepage 0.98 30.43 S. Seepage 370.58 11488.05 Bottom Seepage 3135.13 97189.15 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 121.55 3768.14 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8873.31 275072.61 Out of CCS W. Seepage

-65.81

-2040.12 E. Seepage

-56.73

-1758.59 N. Seepage

-0.60

-18.59 S. Seepage 0.00 0.00 Bottom Seepage

-1578.95

-48947.51 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1702.09

-52764.81 Modeled Change in CCS Storage:

7171.22 222307.79 Observed Change 4028.64 124887.94

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-71 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.83 84.91 E. Seepage 2797.96 83938.71 N. Seepage 0.12 3.49 S. Seepage 270.92 8127.56 Bottom Seepage 1137.21 34116.32 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 114.36 3430.81 ID Pumped Water 406.90 12207.06 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

4730.30 141908.85 Out of CCS W. Seepage

-785.14

-23554.07 E. Seepage

-805.76

-24172.71 N. Seepage

-3.46

-103.68 S. Seepage 0.00 0.00 Bottom Seepage

-3949.78

-118493.44 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5544.13

-166323.91 Modeled Change in CCS Storage:

-813.84

-24415.05 Observed Change

-3663.57

-109906.97

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-72 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.49 46.05 E. Seepage 3112.09 96474.66 N. Seepage 0.39 12.19 S. Seepage 162.49 5037.32 Bottom Seepage 5213.92 161631.44 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 87.08 2699.59 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8577.46 265901.26 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1100.79

-34124.58 N. Seepage

-3.96

-122.70 S. Seepage 0.00 0.00 Bottom Seepage

-52.38

-1623.93 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1157.14

-35871.22 Modeled Change in CCS Storage:

7420.32 230030.04 Observed Change

-3871.33

-120011.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-73 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.52 45.49 E. Seepage 2565.58 76967.38 N. Seepage 1.24 37.31 S. Seepage 307.94 9238.14 Bottom Seepage 2510.60 75318.05 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 58.36 1750.73 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5445.24 163357.10 Out of CCS W. Seepage

-2.99

-89.68 E. Seepage

-439.02

-13170.52 N. Seepage

-1.38

-41.50 S. Seepage 0.00 0.00 Bottom Seepage

-1521.48

-45644.54 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1964.87

-58946.24 Modeled Change in CCS Storage:

3480.36 104410.86 Observed Change

-3673.05

-110191.36

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-74 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2011 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.94 91.04 E. Seepage 3995.18 123850.50 N. Seepage 1.01 31.46 S. Seepage 519.26 16096.99 Bottom Seepage 2237.19 69352.75 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 84.15 2608.67 ID Pumped Water 431.13 13365.08 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

7270.85 225396.49 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-110.41

-3422.62 N. Seepage

-2.01

-62.16 S. Seepage 0.00 0.00 Bottom Seepage

-6366.94

-197375.12 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6479.35

-200859.90 Modeled Change in CCS Storage:

791.50 24536.58 Observed Change

-3828.22

-118674.85

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-75 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.81 211.17 E. Seepage 6137.16 190252.10 N. Seepage 0.16 4.83 S. Seepage 611.10 18944.11 Bottom Seepage 3217.71 99748.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 103.64 3212.87 ID Pumped Water 2219.37 68800.40 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

12295.95 381174.41 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-15.97

-495.22 N. Seepage

-8.30

-257.31 S. Seepage 0.00 0.00 Bottom Seepage

-14015.44

-434478.71 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-14039.72

-435231.24 Modeled Change in CCS Storage:

-1743.77

-54056.83 Observed Change

-2625.35

-81385.79

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-76 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 5.52 160.15 E. Seepage 3019.88 87576.55 N. Seepage 1.78 51.48 S. Seepage 465.01 13485.18 Bottom Seepage 3938.11 114205.18 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 91.37 2649.68 ID Pumped Water 189.46 5494.29 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

7711.12 223622.50 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-792.88

-22993.52 N. Seepage

-0.50

-14.61 S. Seepage 0.00 0.00 Bottom Seepage

-5050.78

-146472.57 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5844.16

-169480.70 Modeled Change in CCS Storage:

1866.96 54141.81 Observed Change 3362.46 97511.42

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-77 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 4.03 124.88 E. Seepage 5251.01 162781.35 N. Seepage 4.94 153.03 S. Seepage 666.34 20656.69 Bottom Seepage 4261.43 132104.46 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 115.17 3570.40 ID Pumped Water 187.62 5816.11 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10490.55 325206.92 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-271.03

-8402.01 N. Seepage

-0.21

-6.62 S. Seepage 0.00 0.00 Bottom Seepage

-3822.04

-118483.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-4093.29

-126891.84 Modeled Change in CCS Storage:

6397.26 198315.08 Observed Change

-500.48

-15514.87

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-78 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 14.59 437.77 E. Seepage 5648.88 169466.31 N. Seepage 1.97 59.07 S. Seepage 760.81 22824.26 Bottom Seepage 4206.65 126199.62 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 114.52 3435.57 ID Pumped Water 1035.51 31065.19 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

11782.93 353487.78 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-135.08

-4052.44 N. Seepage

-0.98

-29.32 S. Seepage 0.00 0.00 Bottom Seepage

-7211.96

-216358.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-7348.02

-220440.70 Modeled Change in CCS Storage:

4434.90 133047.07 Observed Change 4132.59 123977.58

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-79 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 8.43 261.37 E. Seepage 167.09 5179.69 N. Seepage 5.55 172.14 S. Seepage 120.42 3732.88 Bottom Seepage 3176.41 98468.64 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 113.23 3510.03 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3591.12 111324.74 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-6338.52

-196494.19 N. Seepage

-0.30

-9.32 S. Seepage

-0.62

-19.08 Bottom Seepage

-5139.67

-159329.63 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-11479.10

-355852.21 Modeled Change in CCS Storage:

-7887.98

-244527.47 Observed Change

-4664.11

-144587.53

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-80 Table 5.3-5. Calculated Mass Flows from Salt Budget Components June 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.04 61.29 E. Seepage 816.37 24491.01 N. Seepage 3.75 112.60 S. Seepage 233.05 6991.63 Bottom Seepage 2430.80 72924.06 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 120.64 3619.20 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3606.66 108199.80 Out of CCS W. Seepage

-37.06

-1111.94 E. Seepage

-4366.87

-131006.04 N. Seepage

-0.27

-8.24 S. Seepage 0.00 0.00 Bottom Seepage

-5327.02

-159810.66 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9731.23

-291936.88 Modeled Change in CCS Storage:

-6124.57

-183737.08 Observed Change

-2740.38

-82211.41

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-81 Table 5.3-5. Calculated Mass Flows from Salt Budget Components July 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.64 81.86 E. Seepage 5.03 155.99 N. Seepage 5.49 170.22 S. Seepage 67.33 2087.08 Bottom Seepage 3725.02 115475.55 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 124.64 3863.85 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3930.15 121834.54 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-5218.31

-161767.61 N. Seepage 0.00 0.00 S. Seepage

-19.14

-593.20 Bottom Seepage

-5299.15

-164273.54 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-10536.59

-326634.36 Modeled Change in CCS Storage:

-6606.45

-204799.82 Observed Change

-2497.19

-77412.85

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-82 Table 5.3-5. Calculated Mass Flows from Salt Budget Components August 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.56 79.25 E. Seepage 1461.90 45319.00 N. Seepage 4.79 148.53 S. Seepage 121.94 3779.99 Bottom Seepage 3312.48 102686.78 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 128.56 3985.44 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5032.23 155998.99 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2580.57

-79997.52 N. Seepage 0.00 0.00 S. Seepage

-8.82

-273.56 Bottom Seepage

-3380.97

-104809.92 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5970.36

-185081.01 Modeled Change in CCS Storage:

-938.13

-29082.02 Observed Change 1642.83 50927.78

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-83 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.47 44.10 E. Seepage 623.77 18713.19 N. Seepage 2.87 85.98 S. Seepage 27.07 812.14 Bottom Seepage 1848.79 55463.79 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 112.67 3380.18 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2616.65 78499.38 Out of CCS W. Seepage

-77.47

-2324.18 E. Seepage

-4199.05

-125971.36 N. Seepage

-0.02

-0.64 S. Seepage

-9.90

-297.00 Bottom Seepage

-5567.11

-167013.34 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9853.55

-295606.52 Modeled Change in CCS Storage:

-7236.90

-217107.14 Observed Change

-2600.46

-78013.94

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-84 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 0.86 26.69 E. Seepage 3782.89 117269.47 N. Seepage 3.25 100.85 S. Seepage 453.51 14058.84 Bottom Seepage 3995.58 123863.13 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 110.18 3415.60 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8346.28 258734.58 Out of CCS W. Seepage

-187.80

-5821.75 E. Seepage

-1844.55

-57181.05 N. Seepage

-1.16

-35.89 S. Seepage

-4.83

-149.83 Bottom Seepage

-2616.30

-81105.23 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-4654.64

-144293.77 Modeled Change in CCS Storage:

3691.64 114440.81 Observed Change 6379.02 197749.67

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-85 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.11 93.25 E. Seepage 1982.22 59466.75 N. Seepage 4.16 124.84 S. Seepage 507.20 15215.92 Bottom Seepage 3748.30 112448.92 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 76.71 2301.26 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6321.70 189650.93 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1089.28

-32678.52 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-1345.04

-40351.31 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-2434.33

-73029.83 Modeled Change in CCS Storage:

3887.37 116621.10 Observed Change 2368.82 71064.75

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-86 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2012 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.16 222.04 E. Seepage 120.97 3750.04 N. Seepage 4.21 130.51 S. Seepage 213.94 6632.26 Bottom Seepage 2162.13 67026.11 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 87.33 2707.18 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2595.75 80468.14 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-3727.61

-115556.04 N. Seepage 0.00 0.00 S. Seepage

-0.17

-5.27 Bottom Seepage

-2787.01

-86397.17 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6514.79

-201958.48 Modeled Change in CCS Storage:

-3919.04

-121490.34 Observed Change

-7753.08

-240345.33

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-87 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 7.13 221.15 E. Seepage 2137.92 66275.51 N. Seepage 4.36 135.08 S. Seepage 509.08 15781.57 Bottom Seepage 2831.19 87766.98 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 101.55 3148.06 ID Pumped Water 60.40 1872.54 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5651.64 175200.90 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1194.63

-37033.67 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-886.76

-27489.51 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-2081.39

-64523.18 Modeled Change in CCS Storage:

3570.25 110677.72 Observed Change 525.54 16291.69

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-88 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 9.73 272.46 E. Seepage 2944.36 82442.07 N. Seepage 2.94 82.31 S. Seepage 662.71 18555.81 Bottom Seepage 2727.16 76360.57 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 95.25 2667.00 ID Pumped Water 324.14 9075.87 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6766.29 189456.09 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1539.91

-43117.37 N. Seepage

-0.14

-3.95 S. Seepage 0.00 0.00 Bottom Seepage

-3737.34

-104645.54 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5277.39

-147766.86 Modeled Change in CCS Storage:

1488.90 41689.23 Observed Change 1710.98 47907.57

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-89 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 10.92 338.65 E. Seepage 6720.90 208347.99 N. Seepage 1.42 44.00 S. Seepage 907.96 28146.66 Bottom Seepage 2775.04 86026.14 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 112.44 3485.58 ID Pumped Water 347.21 10763.51 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10875.89 337152.53 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-2.06

-63.94 S. Seepage 0.00 0.00 Bottom Seepage

-4630.17

-143535.30 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-4632.23

-143599.24 Modeled Change in CCS Storage:

6243.65 193553.29 Observed Change 4065.17 126020.42

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-90 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 13.29 398.66 E. Seepage 7583.24 227497.21 N. Seepage 0.00 0.00 S. Seepage 621.43 18642.97 Bottom Seepage 3016.09 90482.64 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 111.74 3352.32 ID Pumped Water 478.94 14368.08 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

11824.73 354741.89 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-67.89

-2036.72 N. Seepage

-10.84

-325.20 S. Seepage 0.00 0.00 Bottom Seepage

-12414.68

-372440.38 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-12493.41

-374802.29 Modeled Change in CCS Storage:

-668.68

-20060.41 Observed Change 4774.59 143237.63

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-91 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.46 200.39 E. Seepage 4085.21 126641.42 N. Seepage 0.00 0.00 S. Seepage 458.41 14210.60 Bottom Seepage 1178.02 36518.75 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 125.70 3896.83 ID Pumped Water 287.40 8909.54 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6141.21 190377.53 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-829.74

-25721.93 N. Seepage

-6.57

-203.76 S. Seepage

-9.41

-291.63 Bottom Seepage

-8045.67

-249415.76 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-8891.39

-275633.07 Modeled Change in CCS Storage:

-2750.18

-85255.55 Observed Change 1237.57 38364.62

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-92 Table 5.3-5. Calculated Mass Flows from Salt Budget Components June 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 4.14 124.17 E. Seepage 2150.78 64523.46 N. Seepage 0.00 0.00 S. Seepage 192.72 5781.63 Bottom Seepage 659.63 19788.97 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 116.04 3481.32 ID Pumped Water 15.15 454.46 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

3138.47 94154.00 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-6840.75

-205222.53 N. Seepage

-10.10

-303.10 S. Seepage

-272.05

-8161.40 Bottom Seepage

-10583.21

-317496.26 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-17706.11

-531183.29 Modeled Change in CCS Storage:

-14567.64

-437029.29 Observed Change

-4607.17

-138215.25

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-93 Table 5.3-5. Calculated Mass Flows from Salt Budget Components July 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.99 92.71 E. Seepage 4378.23 135725.17 N. Seepage 0.00 0.00 S. Seepage 385.67 11955.68 Bottom Seepage 2207.77 68440.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 119.57 3706.56 ID Pumped Water 16.53 512.41 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

7110.76 220433.48 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1372.52

-42548.06 N. Seepage

-6.19

-191.85 S. Seepage 0.00 0.00 Bottom Seepage

-4865.49

-150830.09 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-6244.19

-193570.00 Modeled Change in CCS Storage:

866.56 26863.49 Observed Change 4833.38 149834.84

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-94 Table 5.3-5. Calculated Mass Flows from Salt Budget Components August 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.89 58.46 E. Seepage 4344.14 134668.40 N. Seepage 0.40 12.37 S. Seepage 323.17 10018.35 Bottom Seepage 1637.07 50749.12 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 108.99 3378.64 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

6415.66 198885.33 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-1329.80

-41223.88 N. Seepage

-6.00

-186.11 S. Seepage

-11.98

-371.29 Bottom Seepage

-3824.23

-118551.19 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-5172.02

-160332.47 Modeled Change in CCS Storage:

1243.64 38552.86 Observed Change 3101.52 96147.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-95 Table 5.3-5. Calculated Mass Flows from Salt Budget Components September 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.44 43.23 E. Seepage 5544.96 166348.73 N. Seepage 3.92 117.62 S. Seepage 550.99 16529.68 Bottom Seepage 4740.46 142213.90 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 127.36 3820.73 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

10969.13 329073.89 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-149.50

-4484.98 N. Seepage

-0.19

-5.75 S. Seepage 0.00 0.00 Bottom Seepage

-375.37

-11261.16 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-525.06

-15751.89 Modeled Change in CCS Storage:

10444.07 313321.99 Observed Change 5122.20 153666.00

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-96 Table 5.3-5. Calculated Mass Flows from Salt Budget Components October 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.11 34.27 E. Seepage 4338.18 134483.49 N. Seepage 7.80 241.71 S. Seepage 638.39 19790.19 Bottom Seepage 7719.11 239292.29 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 131.68 4082.17 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

12836.26 397924.13 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-351.11

-10884.34 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-127.96

-3966.81 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-479.07

-14851.15 Modeled Change in CCS Storage:

12357.19 383072.99 Observed Change 5172.10 160335.08

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-97 Table 5.3-5. Calculated Mass Flows from Salt Budget Components November 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.54 46.14 E. Seepage 3784.29 113528.78 N. Seepage 6.40 192.02 S. Seepage 788.22 23646.53 Bottom Seepage 4634.87 139046.00 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 104.86 3145.67 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

9320.17 279605.14 Out of CCS W. Seepage

-24.64

-739.25 E. Seepage

-522.89

-15686.55 N. Seepage 0.00 0.00 S. Seepage

-280.41

-8412.37 Bottom Seepage

-1054.80

-31643.98 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-1882.74

-56482.15 Modeled Change in CCS Storage:

7437.43 223122.99 Observed Change 3117.41 93522.19

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-98 Table 5.3-5. Calculated Mass Flows from Salt Budget Components December 2013 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 1.72 53.40 E. Seepage 1116.93 34624.86 N. Seepage 1.41 43.82 S. Seepage 0.00 0.00 Bottom Seepage 1208.70 37469.70 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 104.66 3244.56 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

2433.43 75436.35 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-2138.71

-66299.91 N. Seepage

-0.72

-22.30 S. Seepage

-1832.93

-56820.81 Bottom Seepage

-3278.69

-101639.42 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-7251.05

-224782.44 Modeled Change in CCS Storage:

-4817.62

-149346.09 Observed Change

-6529.12

-202402.80

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-99 Table 5.3-5. Calculated Mass Flows from Salt Budget Components January 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 2.72 84.28 E. Seepage 2474.28 76702.81 N. Seepage 3.76 116.46 S. Seepage 197.48 6121.95 Bottom Seepage 2808.39 87059.94 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 97.62 3026.14 ID Pumped Water 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

5584.24 173111.57 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-733.83

-22748.81 N. Seepage

-0.11

-3.52 S. Seepage

-322.82

-10007.33 Bottom Seepage

-1256.16

-38940.86 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-2312.92

-71700.52 Modeled Change in CCS Storage:

3271.32 101411.05 Observed Change

-445.87

-13822.03

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-100 Table 5.3-5. Calculated Mass Flows from Salt Budget Components February 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.45 96.51 E. Seepage 4009.26 112259.16 N. Seepage 4.91 137.49 S. Seepage 305.60 8556.90 Bottom Seepage 4137.32 115844.97 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 94.98 2659.47 ID Pumped Water 26.82 750.88 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

8582.34 240305.39 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-216.72

-6068.14 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-527.63

-14773.52 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-744.34

-20841.66 Modeled Change in CCS Storage:

7837.99 219463.73 Observed Change 625.60 17516.93

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-101 Table 5.3-5. Calculated Mass Flows from Salt Budget Components March 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 3.87 120.12 E. Seepage 4519.76 140112.41 N. Seepage 5.56 172.22 S. Seepage 282.87 8768.83 Bottom Seepage 4212.27 130580.33 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 117.78 3651.18 ID Pumped Water 44.90 1391.85 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

9187.00 284796.94 Out of CCS W. Seepage 0.00 0.00 E. Seepage

-7.14

-221.35 N. Seepage

-0.08

-2.45 S. Seepage 0.00 0.00 Bottom Seepage

-949.86

-29445.56 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-957.08

-29669.35 Modeled Change in CCS Storage:

8229.92 255127.58 Observed Change 3657.01 113367.46

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-102 Table 5.3-5. Calculated Mass Flows from Salt Budget Components April 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 6.46 193.90 E. Seepage 9135.31 274059.17 N. Seepage 5.79 173.62 S. Seepage 674.16 20224.71 Bottom Seepage 6679.44 200383.16 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 141.58 4247.38 ID Pumped Water 100.96 3028.93 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

16743.70 502310.88 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage 0.00 0.00 S. Seepage 0.00 0.00 Bottom Seepage

-3970.68

-119120.46 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-3970.68

-119120.46 Modeled Change in CCS Storage:

12773.01 383190.43 Observed Change 5846.87 175406.11

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 5-103 Table 5.3-5. Calculated Mass Flows from Salt Budget Components May 2014 Mass Budget Component lb/day (x1000)

Mass (lb x 1000)

Into CCS W. Seepage 19.46 603.27 E. Seepage 14107.29 437325.92 N. Seepage 1.45 44.98 S. Seepage 1396.99 43306.83 Bottom Seepage 8690.90 269417.84 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 128.95 3997.50 ID Pumped Water 392.49 12167.09 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total In:

24737.53 766863.42 Out of CCS W. Seepage 0.00 0.00 E. Seepage 0.00 0.00 N. Seepage

-1.50

-46.56 S. Seepage 0.00 0.00 Bottom Seepage

-9219.39

-285801.22 Precipitation and Runoff 0.00 0.00 Evaporation 0.00 0.00 Unit 3, 4 Added Water 0.00 0.00 Unit 5 Blowdown 0.00 0.00 ID Pumping 0.00 0.00 Plant Outflow Equal to Intake Plant Intake Equal to Outflow Total Out:

-9220.90

-285847.79 Modeled Change in CCS Storage:

15516.63 481015.64 Observed Change 5312.43 164685.21

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 5 FIGURES

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5-105 Section 5

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5-106 Section 5

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5-107 Section 5

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5-109

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project-August 2014 Figure 5.2-1. Locations of Specific Conductance Cross Sections.

5-110 Section 5

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project-August 2014 West A

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5-111 Section 5 East

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5-112

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5-113

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FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-1

6. INTERCEPTOR DITCH OPERATION

6.1 INTRODUCTION

FPL has prepared annual reports on the Interceptor Ditch (ID) operation and groundwater conditions referred to as Annual Report Groundwater Monitoring Program in compliance with the Agreement between FPL and the SFWMD, dated July 15, 1983 (the Agreement). The Agreement outlined the criteria for operating the ID pumps and the groundwater monitoring including groundwater levels, conductivities, and temperatures in wells L-3, L-5, G-21, and G-

28. In addition, surface water levels were required to be monitored in the L-31E, ID, and westernmost CCS canal (C-32) at five transects (A through E). The operation of the ID is designed to prevent any seasonal inland movement of the saltwater into the potable portion of the Biscayne aquifer west of the site. The saline groundwater is intercepted by the ditch and pumped back to the CCS during the dry season when natural freshwater hydraulic gradients are low and the potential for saltwater intrusion exists. Pumping the water from the ID to the CCS creates a seaward gradient east of the L-31E, thereby restricting inland movement of cooling canal water in the upper zones of the aquifer. The monitoring program provides water level information that triggers the need to pump the ID, as well as assists in the evaluation of ID operations.

On October 14, 2009, the Agreement was modified to expand the monitoring program as part of the Units 3 and 4 Uprate Project and added well G-35 to the historical monitoring network. This modified agreement resulted in two annual reports being submitted: one for the ID operation/groundwater monitoring and one for the Units 3 and 4 Uprate monitoring. On August 2, 2012, FPL and SFWMD agreed to consolidate the annual ID reporting into the Turkey Point Plant Uprate annual reports. Combining the reports helps improve the efficiency and consistency of reporting and storage of data.

The information presented in this section pertains to the operation of the ID from June 1, 2013 through May 31, 2014 and includes the same type of information as presented in previous ID operation reports (i.e., Golder Associates Inc. 2010, 2011b; FPL 2012). For consistency, the focus of this section is the historical L and G wells, and the operation of the ID. Figure 6.1-1 shows the well locations and five surface water transects A through E. Information on wells installed as part of the Uprate Project can be found in Sections 2 and 3 of this report. Where appropriate, references to the data in these sections will be made.

6.2 OPERATIONAL OR STRUCTURAL CHANGES As discussed in the Comprehensive Pre-Uprate Report (FPL 2012), FPL initiated a more conservative, revised operation procedure for the ID in December 2011 that considered freshwater head equivalents for the surface water transects. This resulted in changes to

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-2 triggers/operational criteria for when pumping of the ID would occur. The operational criteria/triggers that have been used since December 2012 are as follows:

If the L-31E water elevation minus the C-32 water elevation is equal to or greater than 0.25 ft then no pumping of ID is necessary, and a seaward gradient exists.

If the L-31E water elevation minus the C-32 water elevation is less than 0.25 ft, a natural seaward gradient may still exist if the L-31E water elevation minus the ID water elevation is equal to or greater than 0.30 ft and the density of the water in the ID is less than or equal to 1.012 g/cm3. If a density in the ID is higher than 1.012 g/cm3, a higher elevation difference between L-31E and the ID is necessary and can be calculated by converting the surface water levels to freshwater head equivalents.

If a natural seaward gradient does not exist, create an artificial gradient by pumping the ID until the ID is maintained at an elevation of at least 0.30 to 0.70 ft depending on the density of the ID water.

The operation of the ID pumps is based on water level readings at each of the five surface water transects. Traditionally, FPL has taken manual water level readings at least once every week during the dry season and at least twice a month during the wet season (Appendix L). When the Turkey Point Uprate Monitoring Plan (2009) was approved by the Agencies, automated stations were installed at Transects A, C, and E. As discussed in Section 2, these stations currently report data at 1-hour intervals and typically transmit by telemetry to a database every day. FPL is still going out at least once every week at each transect during the dry season, and at least twice per month during the wet season, to manually record water levels to evaluate hydraulic gradients.

Additionally, FPL is using the automated data to determine if they need to visit the sites more frequently and operate the ID pumps (Appendix L).

6.3 Meteorological Conditions Meteorological data are set forth in Section 2.4 of this report and include data collected from TPM-1. Daily rainfall data have also been traditionally recorded by SFWMD at structure S-20F located along the L-31E, approximately 2.5 miles north of the CCS. Figure 6.3-1 shows the monthly rainfall at S-20F and TPM-1 for the ID reporting period from June 2013 through May 2014 and compares them to historical averages (1968 to 2012) at S-20F.

Rainfall for June 2013 to May 2014 was below the historic monthly average from July 1968 to May 2012 at Station S-20F. Additionally, rainfall at TPM-1 was well below that of the S-20F station for the June 2013 through May 2014 time period. It should be noted, however, that TPM-1 was offline for several weeks in June 2013. The rain gauge at structure S-20F recorded 40.1 inches of precipitation from June 2013 to May 2014, while 13 inches of rain were recorded at TPM-1. The annual average at S-20F from 1968-2014 is 46.60 inches.

As shown on Figure 6.3-1, the rainfall distribution for 2013 was concentrated in the months of June through November, which are the traditionally wet season months. During an average year, approximately 74% of the precipitation occurs during the wet season with the remainder occurring during the six-month-long dry season (November to May). During 2013,

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-3 approximately 70% of the annual rainfall occurred during the wet season at S-20F and TPM-1.

The 2013 hurricane season produced no significant storms during the monitoring period.

6.4 WATER QUALITY AND WATER LEVEL RESULTS AND DISCUSSION 6.4.1 Groundwater Levels Groundwater levels are manually measured and samples are collected quarterly in the historical wells L-3, L-5, G-21, G-28, and G-35. For the Post-Uprate reporting period, water levels were measured in June 2013, September 2013, December 2013, and March 2014. Figure 6.4-1 shows the groundwater levels measured during this time period and the maximum and minimum levels recorded during the historical period. The start dates for the historical period for each well are as follows:

L-3: April 1974

L-5: January 1976

G-21: April 1972

G-28: April 1972

G-35: April 1972 The historical period for wells L-3, L-5, G-21, and G-28 was extended to include data through May 2014 for this report. Data were not recorded for well G-35 between 1983 and 2010; therefore, the historical envelope for this well covers a limited period.

The groundwater elevation at L-3 (-1.2 feet NAVD 88) was over 1 ft lower in June 2013 than any other time period. By September 2013, the groundwater elevation in L-3 had rebounded (0.4 ft NAVD 88) and was slightly higher than the elevation in L-5 but then exhibited the lowest groundwater elevations of all the wells for the rest of the monitoring period. The G-series wells (G-21, G-28, and G-35) exhibited groundwater elevations closer to their historical maximums with elevations in June 2013, September 2013, and December 2013 being within 1 ft of their highest levels. G-35 consistently had the highest groundwater elevations, including a measurement of 2.94 feet NAVD 88 in June 2013 that exceeded the historical maximum by 0.37 feet; however, the historical maximum is based on a limited time period. Groundwater elevations in the G-series wells were always higher than L-3 and L-5 elevations with levels ranging from 0.4 to 4 ft higher for this monitoring period.

6.4.2 Vertical Groundwater Temperature Profiles Groundwater temperatures are measured on a quarterly basis at 1 ft intervals throughout the water column in L-3, L-5, G-21, G-28, and G-35. For this monitoring period, temperatures were recorded in June 2013, September 2013, December 2013, and March 2014. Figures 6.4-2 through 6.4-6 show the temperature profile with depth and are compared with the historical envelope for each well where available. As reported by Golder Associates Inc. (2011b), the

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-4 historical envelope represents both the highest and lowest temperatures recorded during the period from July 1981 through June 1991.

All wells were within the historical envelopes (where established) for temperature except one location in September 2013. Well L-5 had groundwater temperatures close to 1°C higher than the historical maximum at a depth interval from -2 to -14 ft NAVD 88. There is no historical envelope for G-35, but the temperature profile for G-35 is similar to G-28 so the temperature is within expected values.

6.4.3 Vertical Groundwater Chloride Profiles The groundwater is measured for specific conductance at 1 ft intervals in the entire water column in all five wells. The specific conductance data are then converted to chloride values according to the procedures outlined in the Agreement. For this monitoring period, specific conductance values were measured in June 2013, September 2013, December 2013, and March 2014, and corresponding chloride values were calculated. Similar to the temperature profiles, chloride profiles have been developed and compared to historical envelopes when available (Figures 6.4-7 through 6.4-11). The historical envelope represents both the highest and lowest chloride levels recorded during the period from July 1981 through June 1991.

For the current reporting period, and similar to previous reporting periods, the chloride values at depth exceed the historical envelope. The calculated chloride values at L-3 began to exceed the historical envelope in September 2013 at -28 ft NAVD 88 and in June 2013, December 2013, and March 2014 at a depth of -33 ft NAVD 88. At L-5, the calculated chloride values begin to exceed the historical maximum at elevations of -24 ft to -28 ft NAVD 88 depending on the time of year. In the G-series wells, the depths of excursion from the historical maximum are deeper

(-42 ft to -43 ft NAVD 88 at G-21, and -32 ft to -35 NAVD 88 for G-28). The highest values are found at L-3 (34.1 parts per thousand [ppt]) and L-5 (31.6 ppt) at the bottom sample depth of approximately -50 ft NAVD 88. The lowest concentrations are at G-35 where the levels are minimal to about elevation -41 ft NAVD 88, below which they increase to values between 4 and 8 ppt. Golder Associates Inc. (2011b) reports that the historical chloride levels at those depths in the 1970s ranged to about 10 ppt.

What is clear from the vertical profiles is the quick change in chloride values with depth indicating a fairly sharp transition in water quality. This transitional boundary moves up and down depending on seasonal variations. The profiles also show the presence of a shallow predominantly freshwater (per FDEP, F.A.C.62-302.200) lens in L-3, L-5, G-21, and G-35. The chloride values at G-28 indicate higher chloride concentrations than found in the other wells in the upper 15 ft or so of the aquifer; however, that may be, in part, an artifact of the well construction. Unlike the other L and G series wells that have screen beginning near the surface, G-28 is hard-cased to 16.6 ft below the top of casing. Thus, water measured from the surface to the downward extent of the hard casing is predominantly reflective of the water quality at 16.6 ft below the top of casing.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-5 6.4.4 Interceptor Ditch Operation and Transect Surface Water Levels Surface water levels have been traditionally measured in L-31E, the ID, and C-32 as required by the ID operation procedure. The water levels are measured in these canals at pumping Lines A, B, C, D, and E, as shown previously on Figure 6.1-1. Water levels recorded during the past 12-month monitoring period are presented on Figures 6.4-12 through 6.4-16. The data for these figures are based on the manual readings by FPL staff at all five transect locations.

With a few exceptions, water levels in the L-31E were higher than in the C-32 at all transects.

The notable exception was in April and/or May 2014 when the CCS was higher for up to one to three weeks in transects A, B, and C. Table 6.4-1 shows the range in head differences in L-31E and C-32 at each transect. At all transects, the water elevations in the L-31E were higher than ID water elevations. Table 6.4-1 shows the range in head differences in L-31E and ID at each transect.

While none of the information presented in the above figures is corrected for density, Figures 6.4-17 through 6.4-19 illustrates differences in water levels between L-31 and the CCS (C-32) and differences between L-31E and the ID for transects A, C, and E, respectively, considering density differences (freshwater head equivalents). Basically, the figures show how much difference in elevation the L-31E canal is in relation to the CCS and ID, as well as the difference in water level between the ID and CCS. For these graphs, the undesired scenario is when both the black line and the orange line are less than zero (both the CCS and ID are higher than L-31E) and the black line is lower than the orange line (CCS is also higher than ID). This rarely happens and when it occurs, it is for a very short duration.

Operation of the ID pumps is shown on Figure 6.4-20, along with the measured rainfall. Table 6.4-2 shows how many hours and days each pump operated every month. Data in Table 6.4-3 identifies when pumping was required by the water levels and when such pumping actually occurred.

6.4.5 Pressure Gradient Density Correction In the previous reports for the ID, Golder Associates Inc. (2011b) and FPL (2012) presented analysis of the data to assess groundwater flow based on pressure gradients between L-3 and G-21 and L-5 and G-28. The analysis was to address the Agencies concerns that water level readings taken in wells and surface water bodies do not necessarily represent the actual pressure gradients within the ground or surface water because of differences in density and temperature between locations. Because surface water levels are being measured as proxies for groundwater levels in order to estimate groundwater movement, and groundwater levels are being estimated as proxies for pressure gradients, their analyses dealt with groundwater pressure gradients only.

This type of analysis lends itself favorably to the L and G series wells since they are screened across their entire (or nearly entire) depth, and temperature and specific conductance data are available at 1-ft intervals. This is important since the temperature and specific conductance do not vary linearly with depth. The temperature and specific conductance data can be used to calculate a density at each measurement point.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-6 Using specific conductance and temperature data collected from the September 2013 sampling event, the water densities by depth for wells L-3 and G-21 have been calculated and are plotted on Figure 6.4-21. Based on the densities shown on Figure 6.4-21, the pressure over depth (pressure gradient) for wells L-3 and G-21 for the September 2013 sampling event has been calculated and is shown on Figure 6.4-22. The data shown on Figure 6.4-22 indicate that the pressure gradient at well G-21 is slightly higher than that at well L-3 from the surface down to about -43 ft NAVD 88, below which that gradient is slightly higher at L-3 than at G-21. Because the pressure gradients are close in value, it is easier to see the difference when plotted as shown on Figure 6.4-23, which illustrates the pressure excess or deficit between the G and the corresponding L series wells. Similar analyses were performed for wells G-21 and L-3 during the March 2014 sampling event (Figure 6.4-24). These same analyses were also conducted for well G-28 versus well L-5 during the September 2013 sampling episode (Figure 6.4-25) and for well G-28 versus well L-5 during the March 2014 sampling episode (Figure 6.4-26).

In all of the cases examined (G-21 and L-3 in September 2013, G-21 and L-3 in March 2014, G-28 and L-5 in September 2013, and G-28 and L-5 in March 2014), the groundwater gradient is seaward in the upper levels of the aquifer, down to approximately -43 ft to -45 ft NAVD 88 for well G-21 versus well L-3, and down to about -33 ft to -38 ft NAVD 88 for well G-28 versus well L-5. In the Comprehensive Pre-Uprate Report, March 2012 was noted as having a landward gradient from L-3 to G-21 for the entire water column; however, further assessment indicates that was not the case: a seaward gradient existed down to an elevation of -13 ft NAVD 88. The operation of the ID still maintains a seaward gradient from the L-31E and/or the L-series wells in the upper levels of the aquifer.

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 TABLES

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-8 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 6/5/13 0.42 0.3 0.45 0.25 0.42 0.19 0.61 0.19 0.63 0.17 6/17/13 0.47 0.29 0.48 0.3 0.48 0.22 0.8 0.25 0.87 0.22 6/26/13 0.21 0.29 0.11 0.25 0.29 0.05 0.73 0.25 0.84 0.22 6/27/13 0.17 0.49 0.18 0.43 0.23 0.41 0.64 0.31 0.73 0.24 6/28/13 0.14 0.28 0.18 0.24 0.24 0.21 0.68 0.26 0.8 0.22 7/1/13 0.01 0.29 0.08 0.23 0.19 0.24 0.65 0.27 0.82 0.21 7/2/13 0.01 0.47 0.02 0.4 0.14 0.37 0.61 0.37 0.79 0.3 7/5/13 0.36 0.38 0.28 0.24 0.3 0.18 0.71 0.2 0.82 0.15 7/8/13 0.28 0.28 0.32 0.21 0.36 0.16 0.75 0.2 0.84 0.14 7/16/13 0.38 0.24 0.44 0.22 0.38 0.15 0.72 0.15 0.78 0.09 8/1/13 0.54 0.28 0.6 0.2 0.63 0.17 0.86 0.19 0.84 0.12 8/19/13 0.36 0.19 0.46 0.18 0.5 0.12 0.78 0.12 0.83 0.09 9/3/13 0.43 0.27 0.47 0.17 0.52 0.12 0.78 0.16 0.83 0.11 9/19/13 0.5 0.2 0.52 0.17 0.52 0.03 0.74 0.08 0.74 0.04 10/2/13 0.64 0.18 0.67 0.17 0.63 0.09 0.78 0.08 0.76 0.02 10/16/13 0.6 0.14 0.63 0.11 0.63 0.07 0.81 0.08 0.9 0.08 12/3/13 0.42 0.14 0.44 0.1 0.45 0.05 0.6 0.08 0.56 0.04 12/10/13 0.36 0.18 0.37 0.12 0.43 0.1 0.58 0.12 0.57 0.06 12/16/13 0.35 0.15 0.39 0.12 0.43 0.08 0.62 0.11 0.54 0.06 12/23/13 0.37 0.19 0.47 0.16 0.57 0.14 0.7 0.2 0.74 0.16 1/2/14 0.28 0.18 0.37 0.17 0.48 0.16 0.6 0.16 0.64 0.14 1/6/14 0.37 0.19 0.47 0.16 0.57 0.14 0.8 0.17 0.7 0.12

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-9 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 1/13/14 0.4 0.21 0.45 0.17 0.51 0.13 0.7 0.17 0.65 0.11 1/21/14 0.32 0.25 0.39 0.15 0.51 0.18 0.78 0.22 0.7 0.18 1/27/14 0.29 0.24 0.36 0.2 0.49 0.21 0.76 0.22 0.73 0.17 2/3/14 0.32 0.19 0.31 0.08 0.5 0.14 0.7 0.12 0.73 0.11 2/10/14 0.35 0.24 0.44 0.23 0.52 0.22 0.76 0.2 0.74 0.14 2/17/14 0.44 0.2 0.49 0.19 0.57 0.15 0.82 0.2 0.73 0.15 2/24/14 0.32 0.24 0.4 0.2 0.5 0.2 0.78 0.22 0.77 0.15 2/26/14 0.2 0.19 0.3 0.21 0.41 0.18 0.73 0.19 0.77 0.15 2/28/14 0.2 0.51 0.3 0.53 0.42 0.17 0.42 0.17 0.73 0.12 3/3/14 0.24 0.19 0.32 0.19 0.43 0.17 0.72 0.19 0.75 0.14 3/4/14 0.23 0.65 0.34 0.67 0.39 0.21 0.69 0.25 0.7 0.21 3/6/14

-0.07 0.21 0.2 0.22 0.38 0.19 0.69 0.2 0.73 0.13 3/7/14 0.28 0.8 0.4 0.82 0.58 0.2 0.83 0.21 0.79 0.17 3/10/14 0.26 0.21 0.32 0.21 0.44 0.15 0.69 0.16 0.67 0.08 3/11/14 0.18 0.19 0.32 0.21 0.41 0.14 0.69 0.17 0.68 0.09 3/12/14 0.16 0.73 0.25 0.75 0.38 0.17 0.66 0.17 0.72 0.12 3/13/14 0.24 0.23 0.32 0.24 0.38 0.14 0.66 0.11 0.64 0.08 3/14/14 0.26 0.74 0.34 0.74 0.35 0.17 0.62 0.2 0.65 0.15 3/17/14

-0.08 0.22 0.1 0.22 0.27 0.17 0.59 0.14 0.6 0.08 3/18/14 0.07 0.2 0.14 0.22 0.22 0.04 0.62 0.03 0.7 0.01 3/18/14 0.2 0.25 0.29 0.24 0.37 0.25 0.68 0.18 0.69 0.09 3/19/14 0.29 0.41 0.36 0.42 0.46 0.34 0.68 0.22 0.68 0.18

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-10 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 3/24/14 0.44 0.23 0.49 0.2 0.48 0.14 0.61 0.16 0.61 0.09 3/31/14 0.56 0.18 0.61 0.21 0.58 0.12 0.73 0.14 0.68 0.08 4/7/14 0.13 0.22 0.23 0.23 0.29 0.09 0.52 0.1 0.61 0.05 4/8/14 0.04 0.59 0.15 0.57 0.27 0.21 0.53 0.2 0.64 0.14 4/9/14 0.31 0.19 0.39 0.22 0.39 0.11 0.59 0.11 0.58 0.06 4/14/14 0.06 0.26 0.17 0.27 0.12 0.1 0.49 0.13 0.6 0.04 4/15/14

-0.06 0.46 0.08 0.5 0.07 0.26 0.42 0.15 0.54 0.11 4/16/14 0.1 0.26 0.16 0.28 0.08 0.07 0.41 0.05 0.52 0.02 4/17/14 0.15 0.67 0.23 0.67 0.06 0.36 0.35 0.15 0.42 0.08 4/18/14 0.01 0.13 0.11 0.15 0.34 0.18 0.67 0.19 0.82 0.12 4/19/14 0.04 0.54 0.14 0.56 4/21/14 0.16 0.22 0.24 0.23 0.25 0.12 0.55 0.12 0.62 0.04 4/22/14 0.16 0.33 0.22 0.4 0.23 0.28 0.54 0.19 0.6 0.07 4/22/14

-0.01 0.24 0.17 0.24 0.06 0.08 0.5 0.1 0.6 0.03 4/23/14 0

0.37 0.03 0.4 0.04 0.28 0.51 0.16 0.6 0.14 4/23/14

-0.01 0.19 0.1 0.22 0.08 0.08 0.52 0.08 0.63 0.02 4/24/14

-0.1 0.42 0.01 0.44 0.03 0.31 0.49 0.17 0.57 0.07 4/25/14

-0.04 0.2 0.04 0.22 0.08 0.1 0.48 0.08 0.48 0.06 4/26/14

-0.08 0.4 0.04 0.42 0.05 0.3 0.45 0.13 0.55 0.05 4/28/14

-0.08 0.18 0.01 0.17 0.1 0.1 0.5 0.11 0.6 0.04 4/29/14

-0.06 0.4 0.03 0.43 0.11 0.33 0.45 0.15 0.59 0.11 4/29/14

-0.11 0.19 0.08 0.2 0.13 0.12 0.51 0.11 0.62 0.05

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-11 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 4/30/14 0.45 0.19 0.62 0.13 4/30/14

-0.13 0.41 0.03 0.42 0.13 0.4 5/2/14

-0.16 0.17

-0.06 0.16 0.11 0.11 0.44 0.09 0.71 0.05 5/3/14

-0.22 0.52

-0.08 0.52 0.03 0.48 0.43 0.2 0.76 0.12 5/5/14 0.09 0.19 0.15 0.2 0.19 0.09 0.54 0.08 0.77 0.01 5/6/14

-0.01 0.45 0.09 0.48 0.08 0.34 0.45 0.13 0.41 0.06 5/7/14

-0.04 0.24 0.08 0.26 0.02 0.08 0.38 0.06 0.4 0

5/8/14

-0.1 0.44 0

0.44 0.03 0.3 0.3 0.1 0.4 0.04 5/9/14

-0.12 0.2

-0.04 0.24

-0.05 0.05 0.3 0.08 0.39 0

5/10/14

-0.14 0.5

-0.04 0.6

-0.06 0.44 0.26 0.13 0.36 0.06 5/12/14

-0.19 0.28

-0.1 0.25

-0.14 0.04 0.24 0

0.35

-0.04 5/13/14

-0.18 0.48

-0.06 0.6

-0.15 0.32 0.28 0.31 0.34 0.08 5/13/14

-0.15 0.21

-0.02 0.24

-0.12 0

0.2

-0.02 0.32

-0.06 5/14/14

-0.22 0.52

-0.1 0.56

-0.13 0.36 0.21 0.28 0.34 0.08 5/15/14

-0.26 0.26

-0.1 0.31 0.04 0.32 0.57 0.19 5/16/14 0.08 0.12 0.17 0.14 0.31 0.15 0.41 0.31 0.66 0.08 5/17/14 0.14 0.5 0.28 0.54 0.39 0.21 0.64 0.14 0.68 0.12 5/19/14 0.18 0.18 0.25 0.19 0.34 0.14 0.67 0.21 0.69 0.09 5/20/14 0.25 0.59 0.27 0.57 0.34 0.2 0.65 0.15 0.65 0.15 5/20/14 0.17 0.17 0.28 0.2 0.37 0.18 0.59 0.19 0.69 0.11 5/21/14 0.2 0.63 0.25 0.61 0.36 0.24 0.63 0.17 0.65 0.15 5/21/14 0.19 0.23 0.28 0.24 0.38 0.19 0.62 0.22 0.66 0.1

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-12 Table 6.4-1 Range in Surface Water Head Differences Date Line A Line B Line C Line D Line E L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID L31-C32 L31-ID 5/22/14 0.15 0.63 0.22 0.62 0.35 0.26 0.63 0.17 0.68 0.29 5/22/14 0.08 0.2 0.18 0.23 0.29 0.19 0.63 0.26 0.64 0.22 5/23/14 0.02 0.42 0.12 0.46 0.24 0.32 0.59 0.19 0.54 0.18 5/27/14

-0.04 0.21 0.1 0.17 0.07 0.05 0.52 0.25 0.45 0.01 5/28/14

-0.14 0.44

-0.04 0.45

-0.05 0.3 0.52 0.25 0.38 0.1 5/29/13

-0.12 0.2 0.02 0.24 0.02

-0.02 0.38 0.05 0.39 0

5/30/14

-0.09 0.4

-0.02 0.43

-0.08 0.28 0.27 0.14 0.3 0.06

FPL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-13 Table 6.4-2. Hours and Days of ID Pump Operation per Month ID 2013 2014 Pump Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May N1 24 (1) 24 (1) 0.0 0.0 0.0 0.0 0.0 0.0 43 (1.8) 62 (2.6) 62 (2.6) 84 (3.5)

N2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 (0.2) 43 (1.8) 134 (3.5)

S2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 22 (0.9)

Note:

Values are reported as 'Hours (Days)'.

Key:

ID = Identification.

N# = North.

S# = South.

PL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-14 Table 6.4-3. Pumping Summary Date Pump 1 Pump 2 Pump 3 Pump 4 Performed Pumping 6/26/2013 Yes X

6/27/2013 Yes X

6/28/2013 Yes X

7/1/2013 Yes X

7/2/2014 Yes X

2/26/2014 Yes X

2/28/2014 Yes X

3/3/2014 Yes X

3/4/2014 Yes X

3/6/2014 Yes X

3/11/2014 Yes X

3/13/2014 Yes X

3/17/2014 Yes X

3/18/2014 Yes Yes X

3/19/2014 Yes X

4/7/2014 Yes X

4/14/2014 Yes X

4/15/2014 Yes X

4/16/2014 Yes Yes X

4/21/2014 Yes X

4/22/2014 Yes X

4/23/2014 Yes X

4/24/2014 Yes X

4/25/2014 Yes X

4/28/2014 Yes X

4/29/2014 Yes Yes X

4/30/2014 Yes X

PL Turkey Point Annual Post-Uprate Monitoring Report for Units 3 & 4 Uprate Project - August 2014 Section 6 6-15 Table 6.4-3. Pumping Summary Date Pump 1 Pump 2 Pump 3 Pump 4 Performed Pumping 5/2/2014 Yes X

5/5/2014 Yes X

5/6/2014 Yes X

5/7/2014 Yes X

5/8/2014 Yes X

5/9/2014 Yes Yes X

5/12/2014 Yes Yes X

5/13/2014 Yes X

5/14/2014 Yes Yes Yes X

5/15/2014 Yes X

5/16/2014 Yes X

5/19/2014 Yes X

5/20/2014 Yes X

5/21/2014 Yes X

5/22/2014 Yes X

5/23/2014 Yes X

5/27/2014 Yes X

5/28/2014 Yes X

5/29/2014 Yes X

5/30/2014 Yes X