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MONTHYEARML19003A3222018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.4.12, Appendix 2CC, Groundwater Model Development and Analysis ML19003A3452018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.5.1, Figures 304-322 ML19003A3172018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.4.11, Low Water Considerations ML19003A3232018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.4.12, Figures 201-225 ML19003A3242018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.4.12, Figures 226-247 ML19003A3092018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.4.5, Probable Maximum Surge and Seiche Flooding ML19003A3322018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.5.1, Figures 229-252 ML19003A3212018-12-21021 December 2018 To Integrated Final Safety Analysis Report, Chapter 2, Section 2.4.12, Appendix 2BB - Aquifer Pumping Test Results L-2018-181, Revised Figure 3.a.1-1 for Turkey Point and Point Beach Updated Final Response to GL 2004-022018-10-18018 October 2018 Revised Figure 3.a.1-1 for Turkey Point and Point Beach Updated Final Response to GL 2004-02 L-2015-138, Updated Final Safety Analysis Report - Unit 4 Cycle 27 Update, Figures 9.3-1 Through 9.3-92015-04-22022 April 2015 Updated Final Safety Analysis Report - Unit 4 Cycle 27 Update, Figures 9.3-1 Through 9.3-9 L-2014-073, Inservice Inspection Plan Relief Request No. 142014-03-14014 March 2014 Inservice Inspection Plan Relief Request No. 14 L-2013-042, Response to NRC Request for Additional Information Regarding License Amendment Request No. 217 - Administrative Changes to Operating License Conditions and Technical Specifications2013-02-14014 February 2013 Response to NRC Request for Additional Information Regarding License Amendment Request No. 217 - Administrative Changes to Operating License Conditions and Technical Specifications ML18228A2001976-12-0101 December 1976 Figure, Nml Insurance Nuclear Area ML18227C7101976-08-25025 August 1976 08/25/1976 Letter Enclosure of Figure 1 - Sheet 3 in Proposed Amendment to Facility Operating License, Illustrating a Lifting Lug & Shim Plate of Proposed Temporary Storage Module Described in July 30, 1976 Submittal ML18228A4951976-04-29029 April 1976 Cask Transfer Path Study, Drawing No. 5177-69-SK-M-4 ML18228A4901976-04-19019 April 1976 Ptp - Units 3 & 4, Sampling System and Spent Fuel Pit Cooling System, Rev. 2 ML18228A4941976-04-16016 April 1976 FP&L Turkey Point Unit 3 Safety Injection System Engineering Flow Diagram, FP&L No. E-503185-7, SH.1 of 4 ML18228A4961976-04-16016 April 1976 P. & I. Diagram, Circulating Water, Salt Water & Chlorination System Unit No. 3 or 4, Drawing No. 5610-M-5 ML18228A4911975-10-0707 October 1975 Ptp - Units 3 & 4, Waste Disposal System - - Liquids, Rev. 1 ML18228A1851975-09-18018 September 1975 Figure, Turkey Point Plant and South Dade Properties, Property Plat, Dade County ML18228A1611975-06-10010 June 1975 Figure 8-1, Generalized Hydrogeologic Framework of the Floridan Aquifer in Southern Florida ML18228A4921975-05-30030 May 1975 Ptp - Units 3 & 4, Component Cooling System - SH.1, Outside Containment, Rev. 1 ML18228A4931975-05-20020 May 1975 Ptp - Units 3 & 4, Primary Water and Demineralized Water Systems, Rev. 1 2018-12-21
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Text
SE A
DADE COUNTY COLLIER COUNTY HENDRY COUNTY GLADES COUNTY HIGHLANDS COUNTY HARDEE COUNTY MAJOR FRESH WATER RECHARGE AREA POLK COUNTY NW A
MSL
-200
-400
-600 STRAITS OF FLORIDA 39 36 35 34 ELEVATION OF GROUND SURFACE 332 3
POTENTIOMETRtC SURFACE OF THE
+
FLORI DAN AQUIFER PLIOCENE TO RECENT MIOCENE 30 29 28 27 26 25 24 23 22 HAkhITHQRILFORMATION TAMPA STAGE, ST. MARKS FORMATI
( TAMPA LIMESTONE 21 ELEVATION OF GROUND SURFACE 19 18 17 16 15 14 13 12 I I 10 9
CRYSTAL RIVER 6
5 4
INGLIS 3
2 WILLISTON 0
MSL
-200
-400
-600
-800
-100 0 CENE OLIGO SUWANNEE LIMESTONF OCA LA 'ROUP DWTt
.MOODYS BRANCH LS. 2
- . TALLAHASSEE EQUIVAL
-800
-1000 B
IO I
CLltl CI
-I200
-1400
-1600
-1800
-2COO
-2200
-2400
-2600 CHLORIPE'-
EOCENE AVON PARk LfMESTONE
'".. POTABLE, ABLE 7II
- IKLEISI,IS
~250 MAL CHlORIDE 1200 BISCAYNE AQUIFER
-1400 FLORIDAN AQUIFER wATER BEARING zoNE)
-1800 BOULDER ZONE
~IZI CONFINING BEDS ISOCHLORS (APPROX. LOCATION)
-1600
-2000 POTENTIOMETRIC SURFACE FLORIDAN AQUIFER A'
LI~ E OF SECTION SHOWN ON MAP FIGURE B-2 5
0 5
I 0 15 20 25 2200 2400 3:
I tL Iit
.2800
-3200 ZONE OF BOULDERS (PURI 6 WINSIDN, 1 9 74 )
ZONE OF HIGH TRANSMtSSIVITT IVERNON,1970 OLDSMAR LIMESTONE HORIZONTAL SCALE IN MILES Modtfted After Stringfteld,19661Chan,l9651Parker,19551 Stewart,19661 Purl 8 Winston,19741 Healy,1982; Kleln and otltera,1964; Kl~Irt,1971; Vernon,19T31 Binhop,19561Uohupl,f968; Mayer,1974.
-2800
-3000
-3200 CEDAR KEYS LIMESTONE 710,057'3400 PALEOCENE...
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DAMES 8I MOORE GENERALIZED HTDROGEOLOGIC FRAMENFORK OF THE FLORIDAIV AQUIFER IN SOUTHERN FLORIDA DATE: 8-10-75 FISIIRE 8-7 8-3