ULNRC-05967, 124939/13, Rev. 0, Callaway Energy Center Unit 1 Flooding Hazard Reevaluation Report. Part 2 of 2

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124939/13, Rev. 0, Callaway Energy Center Unit 1 Flooding Hazard Reevaluation Report. Part 2 of 2
ML13071A317
Person / Time
Site: Callaway Ameren icon.png
Issue date: 02/06/2013
From:
Paul C. Rizzo Associates
To:
Office of Nuclear Reactor Regulation
Shared Package
ML130710492 List:
References
ULNRC-05967 124939/13, Rev 0
Download: ML13071A317 (17)
v • d • e


Text

Station #

06934000 Station #

06927240 Station #

06909000 Station #

06934500 Station #

06927200 Station #

06927100 X

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Boone Callaway Osage Audrain Cole Morgan Cooper Howard Gasconade Moniteau Montgomery Sources: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, 2012

£ Figure 1-1 Location Map of Site PREPARED FOR Callaway Flooding Hazard Reevaluation Report KMR 8 NOV 12 Legend

^

Site Centerpoint X

USGS Gauge Stations County Boundaries DRAWN BY CHECKED BY APPROVED BY GIS FILE NUMBER 12-4939-GIS-A009

References:

1) Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand),TomTom, 2012 at:http://goto.arcgisonline.com/maps/World_Street_Map
2) (Ameren Missouri, 2012), Callaway Energy Center Unit 1, Final Safety Analysis Report (FSAR)

Callaway-SA Section 2.4, Hydrology, Rev.OL-19a, May 2012.

3) (Ameren Missouri, 2009), Callaway Energy Center Unit 2, Final Safety Analysis Report (FSAR), Rev 2, February, 2009.

Coordinate System: NAD 1983 UTM Zone 14N Projection: Transverse Mercator RF: 1:645,000 0

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Reference:

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400 FEET FIGURE 2-1 DESIGN SITE LAYOUT AND TOPOGRAPHY PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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11 22 33 44 55 66 77 88 99 10 10 Source: Esri, i-cubed, USDA, USGS, AEX, GeoEye, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community 91°4625"W 91°4625"W 91°4630"W 91°4630"W 91°4635"W 91°4635"W 91°4640"W 91°4640"W 91°4645"W 91°4645"W 91°4650"W 91°4650"W 91°4655"W 91°4655"W 91°470"W 91°470"W 91°475"W 91°475"W 91°4710"W 91°4710"W 38°4540"N 38°4535"N 38°4530"N 12-4939-GIS-B001 Figure 2-2 Locations of Safety-Related Structures, Systems, and Components Prepared For Coordinate System: NAD 1983 UTM Zone 14N Projection: Transverse Mercator

References:

1.Source: Esri, i-cubed, USDA, USGS, AEX, GeoEye, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community at http://goto.arcgisonline.com/maps/World_Imagery GJO DRAWN BY CHECKED BY APPROVED BY GIS FILE NUMBER Callaway Flooding Hazard Reevaluation Report

2. Ameren Missouri, 2012, "Final Safety Analysis Report (FSAR) Callaway-SA" Rev. OL-19a, 2012 Legend Safety-Related Structures Essential Service Water Intake Piping Essential Service Water Return Piping 0

900 1,800 450 Feet RF: 1:3,000 15 NOV 2012 JML CJE 1 Feb 2013 1 Feb 2013

LEGEND:

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JOO FEET FIGURE 2-3 AS-BUILT SITE LAYOUT AND TOPOGRAPHY PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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Paul C. Rizzo Associates, Inc.

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ENGINEERS I CONSULTANTS I CM

Use site-specific data to refine PMF for local intense precipitation flooding using HEC-HMS models.

DRAWN BY Stop. Flooding protection to exposed SSCs must be provided.

12-4939-A1 FIGURE 3-1 THE HHA DIAGRAM FOR LOCAL INTENSE PRECIPITATION FLOODING ANALYSIS PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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FIGURE 3-3 HEC-HMS MODEL FOR THE SITE DRAINAGE ANALYSIS PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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Paul C. Rizzo Associates, Inc.

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1,000 2,000 500 Feet Callaway Flooding Hazard Reevaluation Report Inundation Map of the Reevaluated Design Flood Level Prepared For Coordinate System: NAD 1983 StatePlane Missouri Central FIPS 2402 Feet Projection: Transverse Mercator RF: 1:7,500

References:

1.Source: Esri, i-cubed, USDA, USGS, AEX, GeoEye, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community at http://goto.arcgisonline.com/maps/World_Imagery

2. Ameren Missouri, 2012, "Final Safety Analysis Report (FSAR) Callaway-SA" Rev. OL-19a, 2012 Figure 3-4 GJO 10 Jan 2013 12-4939-GIS-B004 and Components Inundation Area 840.17 Peak Flood Elevation for Subbasins (22)

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Use site-specific data to refme analysis.

DRAWN BY No CHECKED BY 12-4939-A2 APPROVED BY Stop. Flooding protection to exposed SSCs must be provided.

FIGURE 3-5 THE HHA DIAGRAM FOR RIVER FLOODING ANALYSIS PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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Paul C. Rizzo Associates, Inc.

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Sources: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, 2012 Coordinate System: NAD 1983 UTM Zone 14N Projection: Transverse Mercator Watershed Map Callaway Flooding Hazard Reevaluation Report PREPARED FOR:

Legend Site Centerpoint Auxvasse Creek Watershed Auxvasse Creek Watershed 347.2 mi2 0

5 10 15 20 2.5 Miles DRAWN BY KMR 20 Dec 2012 CHECKED BY APPROVED BY GIS FILE NUMBER 12-4939-GIS-A001 Figure 3-6 Roads Streams County Boundary RF: 1:300,000

References:

1. Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand),TomTom, 2012 at: http://goto.arcgisonline.com/maps/World_Street_Map 2.(USDA, 2008) United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS) 12-digit HUC Boundaries, 2008, Auxvasse Creek Watershed Boundary, Website: http://datagateway.nrcs.usda.gov/;

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4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 Time (hours) 12-4939-A9 PROBABLE MAXIMUM STORM FORAUXVASSECREEKWATERSHED FIGURE 3-7 WATERSHED HYETOGRAPH PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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Yes Fail a ll pote-nt1ally critical dams DRAWN BY CHECKED BY APPROVED BY 12-4939-AS Procl!j!d w1th comple-tmg floodmg re-evaluat1on w1thout furthe-r :lam failure-considerations Step. Flooding protection to expose-d SSC's must be provided.

Refine input to use existing condit ions case ( Include transformation, routing through channels, with loss and existing<o-nditions).

FIGURE 3-10 THE HHA DIAGRAM FOR DAM BREAK ANALYSIS PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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FIGURE 3-12 CENTRAL STABLE REGION PREPARED FOR CALLAWAY ENERGY CENTER

Reference:

FLOODING HAZARD REEVALUATION REPORT Ameren Missouri, 2012. "Final Safety Analysis Report

~

Paul C. Rizzo Associates, Inc.

(FSAR) Callaway-SA." Revision OL-19a, May 201 2.

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Use site-specific data to refine analysis DRAWN BY CHECKED BY APPROVED BY 12-4939-AS FIGURE 3-13 THE HHA DIAGRAM FOR COMBINED EVENTS FLOODING ANALYSIS PREPARED FOR CALLAWAY ENERGY CENTER FLOODING HAZARD REEVALUATION REPORT

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Paul C. Rizzo Associates, Inc.

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