Text

Forwards Goals & Objectives for June 1993 Radiological Emergency Plan Exercise.Exercise Currently Scheduled for Wk of 930627
	ML20046C296
Person / Time
Site:	Sequoyah
Issue date:	04/16/1993
From:	Burzynski M; TENNESSEE VALLEY AUTHORITY
To:	; NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II)
References
	NUDOCS 9308100100
	Download: ML20046C296 (160)
	v • d • e

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fl l1, Tennessee Vahey Authonty. M01 Market Street. Chattanooga, Tennessee 37402 b

~ s L April 16, 1993 h U.S. Nuclear Regulatory Commissic,n ~ ATTN: Chief, Emergency Preparedness Section Region II 101 Marietta Street, NW, Suite 2900 l-Atlanta, Georgia 30323 [ Gentlemen: l In the Matter of ) Docket Nos. 50-327 p Tennessee Valley Authority ) 50-328 L[ SEQUOYAH NUCLEAR PLANT (5QN) - GOALS AND OBJECTIVES FOR THE JUNE 1993 RADIOLOGICAL EMERGENCY PLAN (REP) EXERCISE Enclosed are.TVA's goals and objectives'for the June 1993 SQN REP exercise. These are supplied in accordance with~an s l October 11,.1984, NRC letter asking for utility submitta);of REP exercise objectives 75 days before the exercise date. The SQN exarcise is currently scheduled for the week of June p 27, 1993. E If you have any questions, please telephone E. G. McKeown of my staff at (615) 751-4888. Sincerely, va e h Mark J. Burzynski V

Manager p

Nuclear Licensing and Regulatory Affairs i p

Enclosure:

Provided to NRC addressee only p l cc: See page 2 i [ V / 9308100100~930416 PDR-ADOCK-05000327 ...' )6 Yl Yh

U.S. Nuclear Regulatory Commission Page 2 April 16, 1993 DVW:EGM:SJF cc: Mr. D. E. LaBarge, Project Manager U.S. Nuclear Regulatory Commission One White Flint North 11555 Rockville Pike Rockville, Maryland 20852 NRC Resident Inspector Sequoyah Nuclear Plant 2600 Igou Ferry Road Soddy Daisy, Tennessee 37379 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555 t f f 9 l 5

i I SEQUOYAII NUCLEAR PLANT ( SQN) 1993 EMERGENCY PLAN EXERCISE j GOALS AND OBJECTIVES The 1993 SQN Radiological Emergency Plan Exercise will be a full scale exercisc consisting of full participation by TVA and partial participation by the State and Local Government emergency agencies. EXERCISE GOAL.S TVA's goals for the 1993 SQN cxcrcise are as follows:

1. Allow plant and offsite persormel to demonstrate and test the capabilitics of the emergency responst organiz.ation to protect the health and safety of plant personnel and the general public in accoidance with the Nuclear Power - Radiological Emergency Plan (NP-REP), SQN Emergency Plan Implementing Procedures (EPIPs), and the Central Emergency Control Center (CECC) EPIPs.

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2. Provide an interactive exercise to ensure proficiency is maintained in onsite and ofTsite emergency response capabilities.

3. To provide training for emergency response personnel.

4. Te identify emergency response capabilities that are in need ofimprovement or revision.

EXERCISE OltJECTIVES l f A. Control Room / Simulator l

1. Demonstrate ability of the Stufl Operations Supervisor to recognize conditions, classify emergencies, make required notifications in a timely manner, and assume the initial responsibilities of the Site Emergency director.

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2. Demonstrate ability of the Shift Operations Supervisor to maintain effective command and control of i

control room activities, prevent interference with classification analysis, dispatch and track response teams as needed prior to Technical Support Center activation, and periodically inform the control room staff of the status of the emergency situation.

3. Demonstrate ability of the control room staff to make timely determination of the cause of the incident, i

perform mitigating actions, keep onsite personnel informed of the emergency situation through periodic PA announcements prior to Technical Support Center activation, and a precise and clear transfer of re-ponsibilitics from the Control Room Staff to the Technical Support Center Staff. .l. Demonstrate ability of th'; control room staff to use proper procedures, maintain an accurate chronological account of events, and defer problems that cannot be quickly resolved to the Technical Support Center for resolution. 5 Demonstrate adequacy of the control room facilities, resources, equipment, and communication systems to ) support emergency operations. J l

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6. Demonstrate ability of the control room staff to continuously evaluate information, redefinc/ confirm l

conditions and event classifications, establish an effective flow of infonnation between the Control Room, I Technical Support Center, Operations Support Center, Central Emergency Control Center, and NRC. IL Technical Support Center (TSC)

1. Demonstrate ability to alert and mobilize TSC cmcrgency response personnel, activate the TSC in a timely manner, perform a precise and clear transfer of responsibilitics from the control room staff to the TSC stat, and assume the primary responsibilities of the Central Emergency Control Center (CECC) prior to CECC i

activation. i

2. Demonstrate the Site Emergency Director's (SED) ability to provide efTective direction, command and j

control, to manage activities in a manner to prevent interference with classification, analysis, or mitigation of an event, and to perform periodic briefings for TSC/OSC stafrand personnel. j

3. Demonstrate ability of the TSC stalito use proper procedures, solve problems related to incident identification and mitigation, and maintain an accurate account of events through detailed chronological log keeping.

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4. Demonstrate the TSC's ability to detennine the appropriate sampling and monitoring required to support I

accident mitigation, perform timely assessments of onsite radiological conditions, and formulate, coordinate, implement, and track on site protective actions. t

5. Demonstraie adequacy of the TSC facilities, resources, equipment, and communication systems to support emergency operations.

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6. Demonstrate the TSC's ability to maintain cfrective communication between the Operations Support Center (OSC), Control Room, CECC, NRC, and between various groups within the TSC.

7 Demonstrate ability of the TSC to continuously evaluate available infonnation, redefine / confirm plant f conditions and event classifications, if required assemble onsite personnel within the site area, and provide 4 an accountability report to the SED within thirty minutes of sounding the emergency siren. l J

8. Demonstrate the Site Vice President's proficiency sening as a corporate interface for the SED.

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9. Demonstrate Site Security's ability to maintain cITective site and control room access control.

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10. Demonstrate ability of the TSC to timely and effectively activate and establish communication with the environmental monitonng vans.

i C. Operations Support Center (OSC)

1. Demonstrate the ability to alert and mobilize OSC personnel and activate the OSC in a timely manner.

2. Demonstrate ability of the OSC Manager, through effective command and control, to coordinate and

) initiate activitics in a timely manner, maintain effective communications between various groups within the l OSC, and use of proper procedures in the coordination and initiation of activities.

3. Demonstrate ability of the OSC stafT to properly plan required tasks, promptly dispatch response teams, track the response teams, and maintain communication with the response teams.

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4. Demonstrate ability of the OSC response teams to quickly and effectively enter the plant, make necessary repairs or inspections, and perfonn an adequate de-brief upon returning to the OSC.

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5. Demonstrate ability of the OSC staff to maintain status board information accurate, maintain an accurate account of equipment, plant, and response team status through detailed chronological logs, and effective ~

transfer of information between the OSC, TSC, RADCON laboratory, and Chemistry laboratory.

6. Demonstrate adequacy of the OSC resources, facilities, equipment, and communication systems to suppon emergency operations.

7. Demonstrate ability of the RADCON personnel to use proper procedures and follow good RADCON and i

ALARA practices to effectively support accident mitigation efTorts, ensure adequate worker protection, and perform effective inplant and site boundary surveys during radiological emergencies. 3

8. Demonstrate ability of the OSC to track chaneing radiological conditions through survey results and/or inplant monitors, control internal and extewi exposures ar.d personnel contamination of onsite emergency workers, and incorporate the iaformation into personnel protective actions and exposure tracking.

9. Demonstrate the ability to conduct habitability surveys for the TSC, OSC, and the control room.

D. Cer. tral Emergency Control Center

l. Demonstrate ability of the Operations Duty Specialist to make initial notifications to State agencies in s timely manner.

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2. Demonstrate ability to alert and mobilize CECC emergency response personnel, to activate the CECC in a timely manner, and perform precise and clear transfer of responsibilities from the TSC staff to the CECC j

staIT. 3 Demonstrate ability of the CECC Director to maintain effective command and control within the CECC and [ establish and maintain efTective communication between various groups within the CECC. I

4. Demonstrate ability of the CECC to perform, update, coordinate offsite activities with the STATE and provide protective action recommendations in a timely manner.

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5. Demonstrate ability of Emironmental Monitoring Vans to suppon emergency operations by effectively f

utilizing their procedures to perform dose rate surveys, collect and analyze radiological samples, conduct other prescribed radiologi:al activities, and adhere to appropriate contamination control procedures in field conditions.

6. Demonstrate ability to efTectively transfer radiological survey information from the field, keep the field teams informed of emergency conditions, and adequately monitor and control the exposure levels of olisite personnel.

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7. Demonstrate ability of the CECC stalTto maintain detailed chronological l~ of plant status, ongoing activitics, external TVA correspondence, corrective actions taken, protectic, action recommendations and l

to continuously evaluate available information and redefine / confirm the conditions and event classifications.

8. Demonstrate ability of the CECC staff to effectively call upon and obtain TVA corporate, vendor, or other j.

outside support resources as appropriate or needed. (technical, logistics, financial, federal, industrial, ect. ) {

9. Demonstrate ability of the CECC staff to effectively dispatch and control Radiological /Emiromnental Monitoring Teams, coordinate with the State when applicable, and obtain, analyze, and utilize meteorological, onsite and offsite radiological conditions, and source term information to develop dose i

assessments in a timely manner. 3 i A

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10. Demonstrate ability of the CECC staff to establish and maintain effective communication between the l

various emergency centers ( Control Room, TSC, RMCC, State / Local EOC ) and NRC including NRC responders. i

11. Demonstrate adequacy of the CECC facilities, resources, equipment, and communication system: to j

support emergency operations.

12. Demonstrate ability of the CECC staff to analyze current plant conditions, identify projected trends, determine the potential consequences, and maintain CECC status board information accurate.

13. Demonstrate ability to establish and maintain adequate security access control for the CECC.

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14. Demonstrate proficiency of the CECC staff with emergency procedures, equipment, and rnethods.

l E. The following drills will be conducted during the exercise: I

1. Accountability Drill l

2. CECC/ State Communication Drill

3. TSC/CECC Communication Drill l

4. Plant RADCON Drill

5. Plant Radiological Monitoring Drill ( Environs Monitoring )

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SEQUOYAH NUCLEAR PLANT ( SQN) 1993 EMERGENCY PLAN EXERCISE GOALS AND OBJECTIVES The 1993 SQN Radiological Emergency Plan Exercise will be a full scale exercise consisting of full panicipation by TVA and partial participation by the State and Local Government emergency agencies. r EXERCISE GOALS TVA's goals for the 1993 SQN exercise are as follows: 1, Allow plant and offsite personnel to demonstrate and test the capabilities of the emergency response organization to protect the health and safety of plant personnel and the general public in accordance with the Nuclear Power - Radiological Emergency Plan (NP-REP), SQN Emergency Plan Implementing Procedures (EPIPs), and the Central Emergency Control Center (CECC) EPIPs.

2. Provide an interactive exercise to ensure proficiency is maintained in onsite and offsite emergency response capabilities.

3. To provide training for emergency response personnel.

4. To identify emergency response capabilities that are in need ofimprovement or resision.

EXERCISE OBJECTWES A. Control Room / Simulator

1. Demonstrate ability of the Shift Operations Supervisor to recognize conditions, classify emergencies, make required notifications in a timely manner, and assume the initial responsibilities of the Site Emergency l

director.

2. Demonstrate ability of the Shift Operations Supervisor to maintain effective command and control of control room activities, prevent interference with classification analysis, dispatch and track response teams as needed prior to Technical Support Center activation, and periodically inform the control room staff of the status of the emergency situation.

3. Demonstrate ability of the control room staff to make timely determination of the cause of the incident, perform mitigating actic~;, keep onsite personnel informed of the emergency situation through periodic PA announcements pA to lechnical Support Center activation, and a precise and cicar transfer of responsibilities trom the Control Room Staff to the Technical Support Center Staff.

4. Demonstrate ability of the control room staff to use proper procedures, maintain an accurate chronological account of events, and defer problems that cannot be quickly resolved to the Technical Support Center for resolution.

5. Demonstrate adequacy of the control room facilities, resources, equipment, and communication systems to support emergency operations.

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l a i -6. Demonstrate ability of the control room staff to continuously evaluate information, redefine / confirm conditions and event classifications, establish an effective flow of information between the Control Room. ' i Technical Supp^rt Center, Operations Support Center, Central Emergency Control Center, and NRC. [ O, B. TechnicalSupport Center (TSC) i e

l. Demonstrate ability to alert and mobilize TSC emergency response personnel, activate the TSC in a timely manner, perform a precise and clear transfer of responsibilities from the control room staff to the TSC staff, l

and assume the primary responsibilities of the Central Emergency Control Center (CECC) prior to CECC activation.

2. Demonstrate the Site Emergency Director's (SED) ability to provide effective direction, command and 3

control, to manage activities in a manner to prevent interference with classification, analysis, or mitigation l of an event and to perform periodic briefings for TSC/OSC staff and personnel. i

3. Demonstrate ability of the TSC staff to use proper procedures, solve problems related to incident i

identification and ndtigation, and maintain an accurate account of events through detailed chronological { log keeping.

4. Demonstrate the TSC's ability to determine the appropriate sampling and monitoring required to support.

accident mitigation, perform timely assessments of onsite radiological conditions, and formulate, .j coordinate, implement, and track on site protective actions. i

5. Demonstrate adequacy of the TSC facilities, resources, equipment, and communication systems to support

} emergency operabona. J 't

6. Demonstrate the TSC's ability to maintain effective communication between the Operations Support Center (OSC), Control Room, CECC, NRC, and between various groups within the TSC.

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7. Demonstrate ability of the TSC to continuously evaluate available information, redefine / confirm plant -

] conditions and event classifications, if required assemble onsite personnel within the site area, and provide an accountability report to the SED within thirty minutes of sounding the emergency siren. i

8. Demonstrate the Site Vice President's proficiency serving as a co ponte interface for the SED.

9. Demonstrate Site Security's ability to maintain effective site and control room access control.

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10. Demonstrate ability of the TSC to timely and effectively activate and establish communication with the

) environmental monitoring vans. j -f C. Operations Support Center (OSC) l ,i

1. Demonstrate the ability to alert and mobilize OSC personnel and activate the OSC in a timely manner.

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2. Demonstrate ability of the OSC Manager, through effective command and control, to coordinate and initiate activities in a timely manner, maintain effective communications between various groups wit!dn the OSC, and use of proper procedures in the coordination and initiation of activities.

3. Demonstrate ability of the OSC staff to properly plan required tasks, promptly dispatch response teams, l

track the response teams, and maintain communication with the response teams. i

4. Demonstrate ability of the OSC response teams to quickly and effectively enter the plant, make necessary repairs or inspections, and perform an adequate de-brief upon returmng to the OSC.

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5. Demonstrate ability of the OSC staff to maintain status board information accurate, maintain an accurate account of equipment, plant, and response team status throogh detailed chronological logs, and effective transfer of information between the OSC, TSC, RADCON laboratory, and Chemistry laboratory.

6. Demonstrate adequacy of the OSC resources, facilities, equipment, and communication systems to support _.

emergency operations.

7. Demonstrate ability of the RADCON personnel to use proper procedures and follow good RADCON and

[ ALARA practices to effectively support accident mitigation effons, ensure adequate worker protection, and l perform effective inplant and site boundary surveys during radiological emergencies. i

8. Demonstrate ability of the OSC to track changing radiological conditions through sun ey results and/or l

inplant monitors, control internal and external exposures and personnel contamination of onsite emergency werkt.rs, and incorporate the information into personnel protective actions and exposure [ tracking.

9. Demonstrate the ability to conduct habitability suneys for the TSC, OSC, and the control room.

D. Central Emergency Control Center

1. Demonstrate ability of the Operations Duty Specialist to make inidal notifications to State agencies in a h

timely manner.

2. Demonstrate ability to alert an) mobilize CECC emergency response personnel, to activate the GCC in a timely manner, and perfonn precise and clear transfer of responsibilities from the TSC staf to the CECC l

staff.

3. Demonstrate ability of the CECC Director to maintain effective command and control within the CECC and establish and maintain effective communication between various groups within the CECC.

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4. Demonstrate ability of the CECC to perform, update, coordinate offsite activities with the STATE and provide protective action recommendations in a timely manner.

5. Demonstrate ability of Environmental Monitoring Vans to support emergency operations by effectively utilizing their procedures to perform dose rate surveys, collect and analyze radiological samples, conduct other prescribed radiological activities, and adhere to appropriate contamination control procedures in field conditions.

6. Demonstrate ability to effectively transfer radiological survey information from the field, keep the field i

teams informed of emergency conditions, and adequately monitor and control the exposure levels of offsite l personnel.

7. Demonstrate ability of the CECC staff to maintain detailed chronologicallogs of plant status, ongoing activities, external TVA correspondence, corrective actions taken, protective action recommendations and to continuously evaluate available information and redefine / confirm the conditions and event classifications.

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8. Demonstrate ability of the CECC staff to effectively call upon and obtain TVA corporate, vendor, or other outside support resources as appropriate or needed. (technical, logistics, financial, federal, industrial, ect. )

9. Demonstrate ability of the CECC staff to effectively dispatch and control Radiological /Environme 2tal

' Monitoring Teams, coordinate with the State when applicable, and obtain, analyze, and utilize 3 meteorological, onsite and offsite radiological conditions, and source term information to develop dose - assessments in a timely manner. j 3 l l .i .m.

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10. Demonstrate ability of the GCC staff to estabUsh and maintain effective communication between the various emergency centers ( Contr6 Room, TSC, RMCC, State / Local EOC ) and NRC including NRC responders.

11. Demonstrate adequacy of the GCC facilities, resources, equipment, and communication systems to support emergency operations..

12. Demonstrate ability of the CECC staff to analyze current plant conditions, identify projected trends, determme the potential consequences, and maintain GCC status board information accurate.

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13. Demonstrate ability to establish and maintain adequate security access control far the CECC. -

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14. Demonstrate proficiency of the GCC staff with emergency procedures, equipment, and methods.

~ E. The following drills will be conducted during the exercise: l

1. AccountabilityDrill t

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2. CECC/ State Communication Drill

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3. TSC/GCC Communication Dnll l

4. PlantRACONDrill 1

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5. Plant Radiological Monitoring Drill ( Environs Monitoring )

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PLAYER MESSAGE TO: All Players L FROM: Controllers LOCATION: CLOCK TIME: DATE: Initial Conditions ELAPSED TIME: -MESSAGE-THIS IS A DRILL P DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS i t The 1993 SQN Radiological Emergency Plan (REP) Graded Exercise will begin soon. i Please prefix all messages and notifications which you make or are responsible for making with the words "THIS IS A DRILL. NO REAL EMERGENCY EXISTS." If at any time during this exercise a real emergency occurs, the Site Emergency Director may terminate the exercise if he feels continuation of the exercise may adversely effect the plant response to the real emergency. j No actions will actually be taken which may alter the operations of the r site (nor will personnel enter High Radiation or Contamination areas). Valves, pumps, switches, and other equipment will be physically located i but verbal descriptions will be given instead of actual operations which may impact site operations. Actions which will not effect operations (such as wearing protective clothing and using supplies)'will usually be i performed. Mock-ups of equipment for repair may be used in this exercise. 1 For purposes of this exercise the SQN Simulator will be used as the Control Room The SPDS data being displayed during the exercise is derived from the Simulator's calculations. Because the Simulator does not adequately model-l the plant's radiological monitors.for.all situations do not use the SPDS 1 radiation monitor data for any exercise purposes, instead use the printed radiation monitor data which will be provided in the Simulator and the Actual Control Room. i 1 [ i 06/25/93 THIS IS A DRILL .PAGE 1 i f i -t

PLAYER MESSAGE TO: All Players FROM: Controllers LOCATION: CLOCK TIME: DATE: Initial Conditions ELAPSED TIME: -MESSAGE-I THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS i INITIAL CONDITIONS Unit 1 Shutdown for 7 days in mode 5 preparing for Steam Generator (SG) sludgelancing. Sludgelancing is being done due to the introduction of a chemical contaminate (NaOH) into the SGs. All SGs have been drained and the hand holes have been removed. Sludgelancing equipment is being installed. FE 3-90, FE 3-48, FE 3-35, FE 3-103 are removed for steam cleaning. The cavitating venturi for the 1A-A and 1B-B motor driven auxiliary feedwater pumps have been removed for inspection. RHR 1B-B pump has just been shutdown after being used for

cooldown, t

Unit 2 Currently on day 141 of a continuous run at 100% power. Common Floor Drain Collector Tank (FDCT) is full and the Auxiliary Building Waste Evaporator Feed Pumps are tagged out due to locked rotors. r The Auxiliary Building Floor and Equipment Drain Sump has been aligned to the Tritiated Drain Tank (TDT). The TDT is half full. TVA's Board member and some VIPS are on site having a tour and demonstration of SG sludgelancing. i i Operations, Maintenance, Chemistry, Radiological Conditions as attached.

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06/25/93 THIS IS A DRILL PAGE 2 i l

OPERATION 2 SHIFT TURNOVER C6-CD-93 DAYSHIFT TRAIN WEEK A UNIT 1 i f Mode 5 Power Level /Hegawatts O Percent /O MWe Surveillance Instruction (SI)-137.0 1. SIGNIFICANT PARANETER TRENDING a. I-IV vital inverter abnormal alarm (fan failure) - WR C174217 available. The fan is running (monitoring). b. Maintain all surveillances ready for return to power. 2. SIGNIFICANT ACTIVITIES CONPLETED i f None 3. NAJOR WORK ACTIVITIES a. Main feedwater (MFW) flow elements removed for cleaning. b. lA and 1B AFW pumps cavitating venturies removed for cleaning. Sludge lancing in progress on all four steam generators (due to c. introduction of chemical contaminents). 4. SIGNIFICANT sis OR PROCEDURES None 5. SIGNIFICANT EQUIPNENT PROBLENS a. lA and 1C condenser circulating water (CCW) traveling screen has operating permit. FDCN to install stainless steel screens (N.E.). b. 1B Amertap System will not come out of backwash mode--WR Cl30198/Cl30199 (07-01-93). 6. LIT ANNUNCIATORS a. 125-V DC vital battery board, five (5) supply (I or II). 0

OPERATION 3 SHIFT TURNOVER UNIT 2 O Mode 1 Power Level /Negawatts 100 Percent /1168 MWe SI-137.0 -.00 identified .00 unidentified approximately 0330 hours /06/00/93 1. SIGNIFICANT PARANETER TRENDINO a. 2A containment spray heater exchange needs layup, b. VCT hydrogen maintains 20 psig--WR C129947 on pressure regulator. 2. SIGNIFICANT ACTIVITIES COMPLETED a. 2A-A CCP casing and discharge vent 3. NAJOR WORK ACTIVITIES None 4. SIGNIFICANT sis OR PROCEDURES a. 0-PI-OPS-000-12.2 status files 5. SIGNIFICANT EQUIPMENT PROBLENS C074943 2B-B RHR pump room cooler leak. Next 'B' train week. a. Scheduled 07-15-93 b. Cl30026 2B Amertap 005 (losing balls when in service) need schedale date. (WCG) Steam dump valve 1-103 isolated due to packing leak. Need RTV c. to stop condenser inleakage. d. 2A-A lower compartment cooler tube leak. Less than 1 gpm. WR C074587. Scheduled 07-10-93. 6. LIT ANNUNCIATORS a. 125-V DC vital battery B5 supply (I or II). b. No. 7 HD tank pump A motor winding temperature HI. WR C128489. O

l i CPERATIOK3 SHIFT TURNOVER l COMMON ) f' \\ (/ 1. SIGNIFICANT PARAMETER TRENDING Maintain HPFP running until RSWT header pressure issue is a. resolved. Reduce setpoint four (4) psi and add time-delay to alarm. Need schedule date. b. Vital battery II spared out for annual discharge test. Scheduled 07-01-93. 2. SIGNIFICANT ACTIVITIES COMPLETED a. Main control room (MCR) AHU A-A operable (technical specification has been calibrated and PHT completed). 3. MAJOR WORK ACTIVITIES n. WR C054262/C125961 'A' Electrical board room chiller. Work in progress. 4. SIGNIFICANT sis OR PROCEDURES a. 0-PI-OPS-000-012.2 5. SIGNIFICANT EQUIPMENT PROBLEMS a. N-B ERCW pump tagged for refurbishment. b. 'A' EBR chiller AEU high vibration. Bearing replacement by 06-28-93. c. 'G' WGDT tagged to prevent using tank. WR C130209 to be worked next week. 6. MAKEUP DEMINERALIXER STATUS Train 1 I/S Train 2 in Regen DWST 63 percent 7. CONDI STATUS Unit 1 - One polisher in service Four in standby Unit 2 - Two polishers in service

Three in standby Charge 14 in receiving tank, ready for regen.

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OPERATIONS SHIFT TURNOVER COMMON d E RADWASTE STATUS a. RAD DI OOS [ t 9. PAINTING PERNITS a, AB None b. CB: None 10. LIT ANNUNCIATORS a. Fire pump 1A-A running t E i HJB EAM PL195104/951 0 J

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- - - LCO LOG ***

j i l June, 1993 9 0600 LCO Time /Date Tine /Date Description of Entry of Eroiration i i Common LCOs 3.3.3.8 1040 3/14 .... Jumper installed in the Pyrotronics panel 612 I per TACF 0-92-12-13 to disable zone 16 j (Cask Loading Area) to support U2C5 l outage work. I f 3.7.12 .... Fire barrier penetrations. [

- Roving firewatch**

i u Unit 1 LCOs 4 i 3.3.3.8 1720 5/5 .... Zone 364 on Panel 631 (No. 3 RCP) has a i trouble alarm in. WR C076437. Unit 2 LCOs .f i i NONE I ODCM Compliance / Info Only f 0- FT 175 ------ Inop use 0-LS 27-225. CHECK RED LIGHT 1/4 hrs. Need new flow element and modifier. WR C075017. SCHEDULED 6/28 1-RM-90-4008 ------ Mid-range inoperable and removed from service /WR C130237--Low range meeting ODCM requirements I i l I i -l I 9 4 I I

i i I' 2 . **** LCO LOG **

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4 June, 1993 3 0600 f N i N I 1 i Common Information only i 3.1.2.2 Heat trace circuit 56 (Boric Acid Filter Housing) temperature less than 145 f. : WR C079212. sCNEDULED 6/25/92. t 3.8.2.3 125-V vital battery IV, cett 18 strapped out - passed [ $1-100. C075275 to replace. { s I Unit 1 Info Only 3.1.2.3 ____ When HO No. 1-92-17 is picked up, 3.1.2.4 l 1-s!-5XP-062 001.A or B must be run i 3.5.2 l immediately on the PD pump check valve. l 3.5.3____l Enter the applicable LCO actions when untagged. .i f Unit 2 Info Only t I 3.1.2.3 When HQ No. 2-92-9 is picked up, 2-SI-SXP-062-001.A or B 3.1.2.4..l must be run immediately on the PD pump checkvalve. Enter l 3.5.2 l the applicable LCO actions when untagged. 3.5.3 l l 4 3.3.1 1000 5/23 2 and 3 S/G level TTD. Only one T Cold operable (EAM l rack only). WR C050893. SCHEDULED U2C5 RFD). -l 3.3.2 I 00CM Conollance info f I NONE [ 4 i f HJB:EAM f PL195104/479 l

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THIS IS A DRILL THIS IS A DRILL THIS IS A DRILL DESCRIPTION: U-1 Reactor Cool:nt liquid Scenario Elapsed Time: 0:00 Sample Analyzed Time Collected: 08:30 Volume Collected: 0 Liters CONC MPC MPC (m) ISOTOPE uCi/cc 10CFR20 FRACTION l f \\'I Kr-85M 1.00E-10 6.00E-06 <LLD 2 Kr-85 1.00E-10 1.00E-05 <LLD 3 Kr-87 1.00E-10 1.00E-06 <LLD 4 Kr-88 1.00E-10 1.00E-06 <LLD 5 Xe-133 1.00E-10 1.00E-05 <LLD 6 Xe-135 1.00E-10 4.00E-06 <LLD 7 I-131 2.75E-03 3.00E-07 9.17E+03 8 I-132 1.00E-10 8.00E-06 <LLD 9 I-133 5.89E-03 1.00E-06 5.89E+03 10 I-134 1.00E-10 2.00E-05 <LLD 11 1-135 1.00E-10 4.00E-06 <LLD 12 Fe-59 1.00E-10 5.00E-06 <LLD 13 Co-56 1.00E-10 3.00E-06 <LLD 14 Co-58 2.75E-04 9.00E-05 3.06E+00 15 Co-60 1.35E-04 3.00E-05 4.50E+00 16 Rb-86 1.00E-10 2.00E-05 <LLD 17 Rb-88 1.00E-10 3.00E-06 <LLD 18 Sr-89 1.00E-10 3.00E-05 <LLD lo Sr-90 1.00E-10 4.00E-05 <LLD 20 Sr-91 1.00E-10 5.00E-05 <LLD 21 Y-90 1.00E-10 2.00E-05 <LLD 22 Y-91 1.00E-10 3.00E-05 <LLD 23 Zr-95 1.00E-10 6.00E-05 <LLD 24 Zr-97 1.00E-10 2.00E-05 <LLD C,,]/ Mo-99 Nb-95 1.00E-10 1.00E-04 <LLD 1.00E-10 4.00E-05 <LLD 27 Tc-99M 1.00E-10 5.00E-07 <LLD 28 Ru-103 1.00E-10 8.00E-05 <LLD 29 Ru-105 1.00E-10 1.00E-04 <LLD 30 Ru-106 1.00E-10 1.00E-05 <LLD 31 Rh-105 1.00E-10 1.00E-04 <LLD 32 Sb-127 1.00E-10 3.00E-06 <LLD 33 Sb-129 1.00E-10 3.00E-06 <LLD 34 Te127M 1.00E-10 5.00E-05 <LLD 35 Te-127 1.00E-10 2.00E-04 <LLD 36 Tel29M 1.00E-10 2.00E-05 <LLD 37 Te-129 1.00E-10 8.00E-04 <LLD 38 Te131M 1.00E-10 4.00E-05 <LLD 39 Te-132 1.00E-10 2.00E-05 <LLD 40 Cs-134 9.93E-04 9.00E-06 1.10E+02 41 Cs-135 1.00E-10 1.00E-04 <LLD 42 Cs-136 1.28E-04 6.00E-05 2.13E+00 43 Cs-137 1.14E-03 2.00E-05 5.70E+01 44 Ba-140 1.91E-03 2.00E-05 9.55E+01 45 La-140 2.27E-03 2.00E-05 1.14E+02 46 Ce-141 1.00E-10 9.00E-05 <LLD 47 Ce-143 1.00E-10 4.00E-05 <LLD 48 Cc-144 1.00E-10 1.00E-05 <LLD 49 Pr-143 1.00E-10 5.00E-05 <LLD Np-239 1.00E-10 3.00E-05 <LLD ation of MPC Fractions = 1.54E+04 ctor Coolant Liquid Sample

THIS IS A DRILL THIS IS A DRILL THIS IS A DRILL DESCRIPTION: U-1 Reactor Coolant dissolved gas LScenario Elapsed Time: 0:00 Sample Analyzed ""7.e Collected: 08:30 Volume Collected: O Liters o CONC MPC MPC ISOTOPE uCi/cc 10CFR20 FRACTION l' -Kr-85M 1.00E-10 6.00E-06 <LLD 2 Kr-85 1.00E-10 1.00E-05 <LLD 3 Kr-87 1.00E-10 1.00E-06 <LLD 4 Kr-88 1.00E-10 1.00E-06 <LLD 5 Xe-133 5.90E-03 1.00E-05 5.90E+02 6 Xe-135 1.00E-10 4.00E-06 <LLD 7 I-131 1.00E-10 3.00E-07 <LLD 8 I-132 1.00E-10 8.00E-06 <LLD 9 I-133 1.00E-10 1.00E-06 <LLD 10 I-134 1.00E-10 2.00E-05 <LLD 11 I-135 1.00E-10 4.00E-06 <LLD 12 Fe-59 1.00E-10 5.00E-06 <LLD 13 Co-56 1.00E-10 3.00E-06 <LLD 14 Co-58 1.00E-10 9.00E-05 <LLD 15 Co-60 1.00E-10 3.00E-05 <LLD 16 Rb-86 1.00E-10 2.00E-05 <LLD 17 Rb-88 1.00E-10 3.00E-06 <LLD 18 Sr-89 1.00E-10 3.00E-05 <LLD 19 Sr-90 1.00E-10 4.00E-05 <LLD 20 Sr-91 1.00E-10 5.00E-05 <LLD 21 Y-90 1.00E-10 2.00E-05 <LLD 22 Y-91 1.00E-10 3.00E-05 <LLD Zr-95 1.00E-10 6.00E-05 <LLD Zr-97 1.00E-10 2.00E-05 <LLD Nb-95 1.00E-10 1.00E-04 <LLD 26 Mo-99 1.00E-10 4.00E-05 <LLD 27 Tc-99M 1.00E-10 5.00E-07 <LLD 28 Ru-103 1.00E-10 8.00E-05 <LLD 29 Ru-105 1.00E-10 1.00E-04 <LLD 30 Ru-106 1.00E-10 1.00E-05 <LLD 31 Rh-105 1.00E-10 1.00E-04 <LLD 32 Sb-127 1.00E-10 3.00E-06 <LLD 33 Sb-129 1.00E-10 3.00E-06 <LLD 34 Te127M 1.00E-10 5.00E-05 <LLD 35 Te-127 1.00E-10 2.00E-04 <LLD 36 Te129M 1.00E-10 2.00E-05 <LLD 37 Te-129 1.00E-10 8.00E-04 <LLD 38 Te131M 1.00E-10 4.00E-05 <LLD 39 Te-132 1.00E-10 2.00E-05 <LLD 40 Cs-134 1.00E-10 9.00E-06 <LLD 41 Cs-135 1.00E-10 1.00E-04 <LLD 42 Cs-136 1.00E-10 6.00E-05 <LLD 43 Cs-137 1.00E-10 2.00E-05 <LLD 44 Ba-140 1.00E-10 2.00E-05 <LLD 45 La-140 1.00E-10 2.00E-05 <LLD 46 Ce-141 1.00E-10 9.00E-05 <LLD 47 Ce-143 1.00E-10 4.00E-05 <LLD 48 Ce-144 1.00E-10 1.00E-05 <LLD C/Pr-143 1.00E-10 5.00E-05 <LLD 4 Np-239 1.00E-10 3.00E-05 <LLD Summation of MPC Fractions = 5.90E+02 Reactor Coolant Gases Sample

i t 5 k SECUDYAH NUCLEAR PLANT RADIATION MONITOR DRILL DATA ELAPSED SCENARIO TIME: 00:00 RM90 1 0.10 RM90-124 1.0E+1 Common Radiatim. Monitors RM90-1 0.10 RM90-124 1.0E+1 RM90-6 0.10 RM90-130 1.0E+1 l RM90-6 1.0E 1 RM90-130 1.0E+1 i RM90-7 0.10 RM90-131 1.0E+1 <--- Unit 1 v Unit 2 ---> RM90-7 0.10 RM90-131 1.0E+1 RM90-8 0.10 RM90-255 0.10 RM90-8 0.10 RM90-255 0.10 RM90 10 0.10 RM90-256 1.0E+3 RM90-5 0.10 RM90-126 1.0E+1 RM90-10 0.10 RM90-256 1.0E+3 i RM90-14 1.0E+1 RM90-260 0.10 RM90-11 0.10 RM90-132A 1.0E+1 RM90-14 1.0E+1 RM90-260 0.10 L RM90-60 0.10 RM90-261 1.0E+3 RM90-12 1.0E+1 RM90-1328 1.0E+1 RM90-60 0.10 RM90-261 1.0E+3 RM90-61 0.10 RM90-271 1.0E+0 RM90-15 1.0E+1 RM90-132C 1.0E+1 RM90-61 0.10 RM90-271 1.0E+0 i RM90 62 1.0E+1 RM90-272 1.0E+0 RM90-16 1.0E+1 RM90-133 1.0E+1 RM90 62 1.0E+1 RM90-272 1.0E+0 i RM90-99 1.CE+1 RM90-273 1.0E+0 RM90-17 1.0E+1 RM90-134 1.0E+1 RM90-99 1.0E+1 RM90-273 1.0E+0 RM90 170 1.0E-2 RM90-274 1.0E+0 RM90-101A 1.0E+1 RM90-135 0.10 RM90-170 1.0E-2 RM90-274 1.0E+0 RM90-106A 1.0E+1 RM90-280 0.10 RM90-101B 1.0E+1 RM90-140 1.0E+1 RM90-106A 1.0E+1 RM90-280 0.10 = RM90-106B 1.0E+1 RM90-290 1.0E-1 RM90-101C 1.0E+1 RM90-141 1.0E+1 RM90-1068 1.0E+1 RM90-290 1.0E-1 RM90-106C 1.0E+1 RM90-291 1.0E+3 RM90-102 0.10 RM90-205 1.0E+1 RM90-106C 1.0E+1 RM90-291 1.0E+3 RM90-112A 1.0E+1 RM90-292 3.0E-1 RM90-103 0.10 RM90-206 1.0E+1 RM90-112A 1.0E+1 RM90-292 1.0E-1 RM90-1128 1.0E+1 RM90-293 1.0E+3 RM90-105 1.0E+1 RM90-211 10 RM90-112B 1.0E+1 RM90-293 1.0E+3 RM90-112C 1.0E+1 RM90-400 9.9E-; RM90-118 1.0E+1 RM90-212 1.0E+1 RM90-112C 1.0E+1 RM90-400 9.9E-3 RMPO-119 1.0E+1 RM90-421 2.8E-4 RM90-122 1.0E+1 RM90-225 1.0E+1 RM90-119 1.0E+1 RM90-421 3.1E-4 RM90-120 1.0E+1 RM90-422 2.8E-4 RM90-125 1.0E+1 RM90-120 1.0E+1 RM90 422 3.1E-4 RM90-121 1.0E+1 RM90-423 2.8E-4 RM90-121 1.0E+1 RM90-423 3.1E-4 RM90-123 1.0E+1 RM90 424 2.BE-4 <--- Unit 1 Unit 2 ---> RM90-123 1.0E+1 RM90 424 3.1E-4 I. 1 i I i 1 r i f i i 1 6 5 0 9 d t

~. PLAYER MESSAGE 4 TO: Security Personnel i FROM: Security Controller j LOCATION: SQN site CLOCK TIME: 19:00 i' DATE: June 30,1993 ELAPSED TIME: 00:00 -MESSAGE-f THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS

i You have just received a radio communication from Jim Hill, a helicopter' !

pilot requesting permission to land and pickup some VIPS. You have been j expecting this helicopter to arrive and pickup the visiting VIPS. i The VIPr, are TVA Board member Mr. Kennoy and the prospective TVA board-t members Mr. Crowell and Mr. Hayes. i 5 l I e l t I l I i 06/28/93 THIS IS A DRILL PAGE 3 1

PLAYER MESSAGE f TO: Control Room SOS i FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME:'19:07 g DATE: June 30,1993 ELAPSED TIME: 00:07 i -MESSAGE-I THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS i You have just received a telephone call from Nuclear Security. He said that the helicopter arriving to pick up the VIPS while approaching the l site apparently had engine problems. The pilot attempted to land on the ~ road to the ERCW building but the helicopter's engine failed and the helicopter fell about 25 feet crashing on the road in the site area. No one was injured. The pilot got out and walked away. The helicopter sustained damage to its landing supports and undercarriage. A security officer is with the pilot near the accident scene. Because the VIPS had i to get to the airport to go to Washington D.C. another Nuclear Security officer is driving them to Lovell field. y I I l j i 06/28/93 THIS IS A DRILL PAGE 4 1

PLAYER MESSAGE TO: SOS FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: 19:20 DATE: June 30,1993 ELAPSED TIME: 00:20 -CONTINGENCY MESSAGE-THIS IS A DRILL I 1 DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS

Note to Controller: Notify the Lead Control Room Controller and the Exercise Coordinator prior to issuing this message.

If the SOS has not declared an ALERT or is not in the process of doing so then prompt him to make a declaration of an ALERT based on HA3, aircraft crash within the site area. 06/25/93 THIS IS A DRILL PAGE 5

PLAYER MESSAGE TO: UO or ASOS f FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: 19:23 DATE: June 30,1993 ELAPSED TIME: 00:23 -MESSAGE-r THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS l i t You have just received a call from some one at the U-1 690 control point i who said that an airline ruptured inside containment causing dust to become airborne in lower containment. Radcon is evacuating everyone from containment until they can get an airsample, j i f i I J r { L l l i d i P i L i i I 06/25/93 THIS IS A DRILL PAGE 6 ^ a

PLAYER MESSAGE TO: UO or ASOS l FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: 19:52 DATE: June 30,1993 ELAPSED TIME: 00:52 -MESSAGE-f THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS i You have just received a call from an AUO who said that while performing routine surveillance on elevation 653 he had entered RHR 1A-A pump room about two minutes ago and a small leak suddenly began spraying water from the left rear corner probably from the shutdown cooling suction i line. He exited immediately and did not think he had gotten wet. He said he was going to go frisk and then see Radcon. I i l i 06/25/93 THIS IS A DRILL PAGE 7

PLAYER MESSAGE TO: AUO FROM: Control Room Controller ( LOCATION: Flood Alarm Panel, Aux. Bldg. CLOCK TIME: >19:55 DATE: June 30,1993 ELAPSED TIME: >00:55 -MESSAGE-THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS l LS-40-29 is Alarming! b P 06/25/93 THIS IS A DRILL PAGE 8 r m

PLAYER MESSAGE TO: Person responding to 1A-A RHR pump room flood alarm i FROM: Controller LOCATION: 1A-A RHR pump room in the Aux. Bldg. CLOCK TIME: >19:55 DATE: June 30,1993 ELAPSED TIME: >00:55 -MESSAGE-THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS Water in the coffer dam area is approximately inches deep. (Determine value from the appropriate flood calculation package at the exact time that they check) l If the leak is still occurring, then let them know that they can hear a sound like water spraying and falling into standing water. The air in the pump room is warm and humid. l i i i l l 06/25/93 THIS IS A DRILTs PAGE 9

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PLAYER MESSAGE TO: 1 A-A RHR leak repair team FROM: Controller o i LOCATION: 1A-A RHR pump room in the Aux. Bldg. CLOCK TIME: >19:55 t DATE: June 30,1993 ELAPSED TIME: >00:55 i -MESSAGE-THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS [ Water in the coffer dam area is approximately inches deep. (Determine value from the appropriate flood calculation package at the exact time that they check) i If the leak is still occurring, then let them know that they can hear a sound like water spraying and falling into standing water. The air in the pump room is warm and humid. e 2 I t i 06/25/93 THIS IS A DRILL PAGE 10 4

PLAYER MESSAGE TO: 1 A-A RHR leak repair team FROM: Controller LOCATION: 1A-A RHR pump room in the Aux. Bldg. CLOCK TIME: 21:05 DATE: June 30,1993 ELAPSED TIME: 02:05 -MESSAGE-THIS IS A DRILL l l l DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS j Water in the coffer dam area is approximately inches deep. l (Determine value from the appropriate flood calculation package at the exact time that they check) If the leak is still occurring, the-let them know that they can hear an increase in the sound of water spraying and falling into standing water. The air in the pump room is warm and humid. ] i 06/25/93 THIS IS A DRILL PAGE 11

PLAYER MESSAGE TO: UO } FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: DATE: June 30,1993 ELAPSED TIME: -MESSAGE-i THIS IS A DRILL l DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS l Note to Controller: Determine the appropriate flood calculation package to use (i.e. A-1 through A-15). Then based on the time to issue the message as indicated below, first write the appropriate times'in the clock and elapsed time slots above and then issue the message at the 6 appropriate time. You have just received a telephone call from an AUO who said that the Tritiated Drain Tank high level alarm LA-77-31 has just come in on the local panel. l Flood Calculation Issue message at Package Elapsed Time A-1,A-2,A-3, Do not issue A-4,A-5,A-6 i A-7,A-8,A-9, 03:50 A-10,A-11,A-12, A-13,A-14,A-15 i e 6 I 4 l t 06/25/93 THIS IS A DRILL PAGE'12 j l

+ PLAYER MESSAGE TO: Simulator Operator FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: DATE: June 30,1993 ELAPSED TIME: -MESSAGE-L THIS IS A DRILL t DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS Note to Controller: Determine the appropriate flood calculation package to use (i.e. A-1 through A-15). Then based on the time to issue the message as indicated below, first write the appropriate times in the clock and elapsed time slots above and then issue the message at the appropriate time. L The following Aux. Bldg. Floor and Equipment Drain Sump pump nas just started: Flood Calculation Pump 1 at Package Elapsed Time A-1 Do not issue A-2,A-3 01:40 A-4,A-5,A-6 A-7,A-8,A-9, A-10,A-11,A-12, A-13,A-14,A-15 3 l f i i 06/25/93 THIS IS A DRILL PAGE 13 ~ l

k PLAYER MESSAGE TO: Simulator Operator FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: i DATE: June 30,1993 ELAPSED TIME: l -MESSAGE-THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS Note to Controller: Determine the appropriate flood calculation package to use (i.e. A-1 through A-15). Then based on the time to issue the message as indicated below, first write the appropriate times in the clock and elapsed time slots above and then issue the message at the appropriate time. The following Aux. Bldg. Floor and Equipment Drain Sump pump has just stopped: Flood Calculation Pump 1 at Package Elapsed Time A-1 Do not issue A-2 02:30 A-3 03:05 A-4 03:35 A-5 04:10 A-6 03:45 A-7 04:05 A-8 04:20 A-9,A-10,A-11, Do not issue l A-12,A-13,A-14, j A-15 9 -j 06/25/93 THIS IS A DRILL PAGE 14 l i 7 - ---

ss s l I PLAYER MESSAGE l TO: Simulator Operator 1 FROM: Control Room Controller LOCATION: Simulator Control Room CLOCK TIME: DATE: June 30,1993 ELAPSED TIME: -MESSAGE-

- - - - a*************

THIS IS A DRILL i DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS i i Note to Controller: Determine the appropriate flood calculation package to use (i.e. A-1 through A-15). Then based on the time to issue the i nessage as indicated below, first write the appropriate times in the-clock and elapsed time slots above and then issue the message at the appropriate time. 1 The following Aux. Bldg. Floor and Equipment Drain Sump pump has just started: l Flood Calculation Pump 2 at Package Elapsed Time A-1,A-2,A-3 Do not issue A-4,A-5 A-6,A-7,A-8,A-9, 02:55 A-10,A-11,A-12, A-13,A-14,A-15 i l

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6 06/25/93 THIS IS A DRILL PAGE 15

PLAYER MESSAGE TO: Simulator Operator FROM: Control Room Controller k, LOCATION: Simulator Control Room CLOCK TIME: DATE: June 30,1993 ELAPSED TIME: -MESSAGE-THIS IS A DRILL DO NOT INITIATE ACTIONS EFFECTING NORMAL PLANT OPERATIONS Note to Controller: Determine the appropriate flood calculation package to use (i.e. A-1 through A-15). Then based on the time to issue the message as indicated below, first write the appropriate times in the clock and elapsed time slots above and then issue the message at the appropriate time. The following Aux. Bldg. Floor and Equipment Drain Sump pump has just stopped: Flood Calculation Pump 2 at ( ) Package Elapsed Time m A-1,A-2,A-3 Do not issue A-4,A-5 A-6 03:45 A-7 04:05 A-8 04:20 A-9,A-10,A-11, Do not issue A-12,A-13,A-14, A-15 1 1 i (N) 06/25/93 THIS IS A DRILL PAGE 16 \\m

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f f hy# +

SQN 1993 Graded Exercise Flooding Calculation Package Q Decision Tree RHR1 A-A = RHRI A-A SHUT DOWN C00L]NG SUPPLY T = TIME LEAK STOPPED IF SO T = SCENARIO TIME IF LEAK NOT STOPPED RHR I A-A LEAK STOPPED N0/ / YES / / /![ / \\, t \\, ^ p O T < 01:20 r < 03:00 r < 04:30 YES YES / NO YES/ NO / NO A-1 A-6 A-ll T < 01:50 T < 03:15 T < 05:20 YES / NO / NO / NO A-2 A-7 A-12 T < 02:15 T < 03:30 T < 05:50 YE f/ NO / NO / N0 A-3 A-8 A-13 T < 02:30 T < 03:50 T < 06:20 YES/ YES YES u N. O / No / No A-4 A-9 v A-14 v O r < 02 45 T < 04:20 A-15 YES / YES e NO / NO A-5 A-10 Y v

. = _ i ed I' ) SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm f)R: MIN Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl s_J gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00, 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 0.00 6.00 0.00 1.00 0.00 0.00 0.00 l 01:15 0.00 5.99 0.00 1.00 0.00 0.00 0.00 [ 01: 20 0.00 5.99 0.00 1.00 0.00 0.00 0.00 01:25 0.00 5.98 0.00 1.00 0.00 0.00 0.00 01:30 0.00 5.97 0.00 1.00 0.00 0.00 0.00 i 01:35 0.00 5.97 0.00 1.00 0.00 0.00 0.00 01:40 0.00 5.96 0.00 1.00 0.00 0.00 0.00 i 01:45 0.00 5.95 0.00 1.00 0.00 0.00 0.00 [ 01:50 0.00 5.94 0.00 1.00 0.00 0.00 0.00 j 01:55 0.00 5.94 0.00 1.00 0.00 0.00 0.00 j 02:00 0.00 5.93 0.00 1.00 0.00 0.00 0.00 02:05 0.00 5.92 0.00 1.00 0.00 0.00 0.00 02:10 0.00 5.92 0.00 1.00 0.00 0.00 0.00 02:15 0.00 5.91 0.00 1.00 0.00 0.00 0.00 I 02:20 0.00 5.90 0.00 1.00 0.00 0.00 0.00 02:25 0.00 5.90 0.00 1.00 0.00 0.00 0.00 02:30 0.00 5.89 0.00 1.00 0.00 0.00 0.00 i 0 02:35 0.00 5.88 0.00 1.00 0.00 0.00 0.00 02:40 0.00 5.88 0.00 1.00 0.00 0.00 0.00 02:45 0.00 5.87 0.00 1.00 0.00 0.00 0.00 02:50 0.00 5.86 0.00 1.00 0.00 0.00 0.00 j 02:55 0.00 5.85 0.00 1.00 0.00 0.00 0.00 03:00 0.00 5.85 0.00 1.00 0.00 0.00 0.00 I 03:05 0.00 5.84 0.00 1.00 0.00 0.00 0.00 l l 03:10 0.00 5.83 0.00 1.00 0.00 0.00 0.00 03:15 0.00 5.83 0.00 1.00 0.00 0.00 0.00 j 03:20 0.00 5.82 0.00 1.00 0.00 0.00 0.00 l 03:25 0.00 5.81 0.00 1.00 0.00 0.00 0.00 03:30 0.00 5.81 0.00 1.00 0.00 0.00 0.00 03:35 0.00 5.80 0.00 1.00 0.00 0.00 0.00 03:40 0.00 5.79 0.00 1.00 0.00 0.00 0.00 l 03:45 0.00 5.79 0.00 1.00 0.00 0.00 0.00 l 03:50 0.00 5.78 0.00 1.00 0.00 0.00 0.00 j 03:55 0.00 5.77 0.00 1.00 0.00 0.00 0.00 l 04:00 0.00 5.77 0.00 1.00 0.00 0.00 0.00 04:05 0.00 5.76 0.00 1.00 0.00 0.00 0.00 j 04:10 0.00 5.75 0.00 1.00 0.00 0.00 0.00 04:15 0.00 5.74 0.00 1.00 0.00 0.00 0.00 04:20 0.00 5.74 0.00 1.00 0.00 0.00 0.00 04:25 0.00 5.73 0.00 1.00 0.00 0.00 0.00 i 04:30 0.00 5.72 0.00 1.00 0.00 0.00 0.00 04:35 0.00 5.72 0.00 1.00 0.00 0.00 0.00 4 { a'

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:05 i Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time .sm. sump ist pmp 2nd pmp Hi lvl volume Hi Iv1 pas. sump IR: MIN. feet gpm gpm 0=N;1=Y 0=N;1=Y feet )0:00 640.75 0.00 0.00 0.00 51.00 0.00 _0.00 '00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:15 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:20 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:25 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:30 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:35 641.20 0.00 0.00 0.00 51.00 0.00 0.00 01:40 641.20 0.00 0.00 0.00 51.00 0.00 0.00 01:45 641.20 0.00 0.00 0.00 51.00 0.00 0.00 01:50 641.20 0.00 0.00 0.00 51.00 0.00 0.00 01:55 641.20 0.00 0.00 0.00 51.00 0.00 0.00 02:00 641.20 0.00 0.00 0.00 51.00 0.00 0.00 02:05 641.20 0.00 0.00 0.00 51.00 0.00 0.00 02:10 641.21 .0.00 0.00 0.00 51.00 0.00 0.00 02:15 641.21 0.00 0.00 0.00 51.00 0.00 0.00 r 02:20 641.21 0.00 0.00 0.00 51.00 0.00 0.00 02:25 641.21 0.00 0.00 0.00 51.00 0.00 0.00 02:30 641.21 0.00 0.00 0.00 51.00 0.00 0.00 02:35 641.21 0.00 0.00 0.00 51.00 0.00 0.00 72:40 641.21 0.00 0.00 0.00 51.00 0.00 0.00 i 2:45 641.22 0.00 0.00 0.00 51.00 0.00 0.00 02:50 641.22 0.00 0.00 0.00 51.00 0.00 0.00 02:55 641.22 0.00 0.00 0.00 51.00 0.00 0.00 j 03:00 641.22 0.00 0.00 0.00 51.00 0.00 0.00 t 03:05 641.22 0.00 0.00 0.00 51.00 0.00 0.00 03:10 641.22 0.00 0.00 0.00 51.00 0.00 0.00 i 03:15 641.22 0.00 0.00 0.00 51.00 0.00 0.00 03:20 641.23 0.00 0.00 0.00-51.00 0.00 0.00 1 03:25 641.23 0.00 0.00 0.00 51.00 0.00 0.00 03:30 641.23 0.00 0.00 0.00 51.00 0.00 0.00 l 03:35 641.23 0.00 0.00 0.00 51.00 0.00 0.00 j 03:40 641.23 0.00 0.00 0.00 51.00 0.00 0.00-i 03:45 641.23 0.00 0.00 0.00 51.00 0.00 0.00 03:50 641.23 0.00 0.00 0.00 51.00 0.00 0.00 03:55 641.24 0.00 0.00 0.00 51.00 0.00. 0.00 2 04:00 641.24 0.00 0.00 0.00 51.00 0.00 0.00 04:05-641.24 0.00 0.00 0.00 51.00 0.00 0.00 j 04:10 641.24 0.00 0.00 0.00 51.00 0.00 0.00 04:15 641.24 0.00 0.00 0.00 51.00 0.00 0.00 i 04:20 641.24 0.00 0.00 0.00 51.00 0.00 0.00 l 04:25 641.24 0.00 0.00 0.00 51.00 0.00 0.00 i 04:30 641.24 0.00 -0.00 0.00 51.00 0.00 0.00 t 04:35 641.25 0.00 0.00 0.00 51.00 0.00 0.00 l 4 l I

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:05 RHR1A-A Elev. 653 R1apsed Pipe Main Rm Door-Flood Al Main Flood Al TDT Rm Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl 4' ~ : MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 04:40 0.00 5.71 0.00 1.00 0.00 0.00 0.00 04:45 0.00 5.70 0.00 1.00 0.00 0.00 0.00 04:50 0.00 5.70 0.00 1.00 0.00 0.00 0.00 04:55 0.00 5.69 0.00 1.00 0.00 0.00 0.00 05:00 0.00 5.68 0.00 1.00 0.00 0.00 0.00 05:05 0.00 5.68 0.00 1.00 0.00 0.00 0.00 05:10 0.00 5.67 0.00 1.00 0.00 0.00 0.00 05:15 0.00 5.66 0.00 1.00 0.00 0.00 0.00 05:20 0.00 5.66 0.00 1.00 0.00 0.00 0.00 05:25 0.00 5.65 0.00 1.00 0.00 0.00 0.00 o05:30 0.00 5.64 0.00 1.00 0.00 0.00 0.00 05:35 0.00 5.64 0.00 1.00 0.00 0.00 0.00 05:40 0.00 5.63 0.00 1.00 0.00 0.00' O.00 05:45 0.00 5.62 0.00 1.00 0.00 0.00 0.00 05:50 0.00 5.62 0.00 1.00 0.00 0.00 0.00 05:55 0.00 5.61 0.00 1.00 0.00 0.00 0.00 06:00 0.00 5.60 0.00 1.00 0.00. 0.00 0.00 06:05 0.00 5.60 0.00 1.00 0.00 0.00 0.00 06:10 0.00 5.59 0.00 1.00 0.00 0.00 0.00 06:15 0.00 5.58 0.00 1.00 0.00 0.00 0.00 06:20 0.00 5.58 0.00 1.00 0.00 0.00 0.00 06:25 0.00 5.57 0.00 1.00 0.00 0.00 0.00 06:30 0.00 5.56 0.00 1.00 0.00 0.00' O.00 06:35 0.00 5.56 0.00 1.00 0.00 0.00 0.00 Q'6:45 6:40 0.00 5.55 0.00 1.00 0.00 0.00 0.00 0.00 5.54 0.00 1.00 0.00 0.00 0.00 06:50 0.00 5.53 0.00 1.00' O.00 0.00 0.00' 06:55 0.00 5.53 0.00 1.00 0.00 0.00 0.00 07:00 0.00 5.52 0.00 1.00 0.00 0.00 0.00 07:05 0.00 5.51 0.00 1.00 0.00 0.00 0.00 07:10 0.00 5.51 0.00 1.00 0.00 0.00 0.00 07:15 0.00 5.50 0.00 1.00 0.00 0.00 0.00 07:20 0.00 5.49 0.00 1.00 0.00 0.00 0.00 l 07:25 0.00 5.49 0.00 1.00 0.00 0.00 0.00 07:30 0.00 5.48 0.00 1.00 0.00 0.00 0.00 i 07:35 0.00 5.47 0.00 1.00 0.00 0.00 0.00 l 07:40 0.00 5.47 0.00 1.00 0.00 0.00 0.00 07:45 0.00 5.46 0.00 1.00 0.00 0.00 0.00 07:50 0.00 5.45 0.00 1.00 0.00 0.00 0.00 l 07:55 0.00 5.45 0.00 1.00 0.00 0.00 0.00 08:00 0.00 5.44 0.00 1.00 0.00 0.00 0.00. 08:05_ 0.00 5.43 0.00 1.00 0.00 0.00 0.00 i 08:10' O.00 5.43 0.00 1.00 0.00 0.00 0.60 08:15 0.00 5.42 0.00 1.00 0.00 0.00 0.00 08:20 0.00 5.42 0.00 1.00 0.00 0.00 0.00' 08:25 0.00 5.41 0.00 1.00 0.00 0.00 0.00. 08:30 0.00 5.40 0.00 1.00 0.00 0.00 0.00 1 08:35 0.00 5.40 0.00 1.00 0.00 0.00 0.00 ($) ) a 1

SQNGE93; FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:05- -Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg ) Time sm. sump 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump feet gpm gpm 0=N;1=Y 0=N;1=Y ' feet (~'y1: MIN p4:40 641.25 0.00 0.00 0.00 51.00 0.00 0.00 04:45 641.25 0.00 0.00 0.00 51.00 0.00 0.00 i 04:50 641.25 0.00 0.00 0.00 51.00 0.00 0.00 04:55 641.25 0.00 0.00 0.00 51.00 0.00 0.00 i' 05:00 641.25 0.00 0.00 0.00 51.00 0.00 0.00 05:05 641.25 0.00 0.00 0.00 51.00 0.00 0.00 t 05:10 641.26 0.00 0.00 0.00 51.00 0.00 0.00 05:15 641.26 0.00 0.00 0.00. 51.00 0.00 0.00 05:20 641.26 0.00 0.00 0.00 51.00 0.00 0.00 l 05:25 641.26 0.00 0.00 0.00 51.00 0.00 0.00 05:30 641.26 0.00 0.00 0.00 51.00 0.00 0.00 05:35 641.26 0.00 0.00 0.00 51.00 0.00 0.00 I 05:40 641.26 0.00 0.00 0.00 51.00 0.00 0.00 j H05:45 641.27 0.00 0.00 0.00 51.00 0.00 0.00 05:50 641.27 0.00 0.00 0.00 51.00 0.00 0.00 05:55 641.27 0.00 0.00 0.00 51.00 0.00 0.00 06:00 641.27 0.00 0.00 0.00 51.00 0.00 0.00 06:05 641.27 0.00 0.00 0.00 51.00 0.00 0.00 06:10 641.27 0.00 0.00 0.00 51.00 0.00 0.00 06:15 641.27 0.00 0.00 0.00 51.00 0.00 0.00 j 06:20 641.28 0.00 0.00 0.00 51.00 0.00 0.00 06:25 641.28 0.00 0.00 0.00 51.00 0.00 0.00 i 06:30 641.28 0.00 0.00 0.00 51.00 0.00 0.00 06:35 641.28 0.00 0.00 0.00 51.00 0.00 0.00 l 06:40 641.28 0.00 0.00 0.00 51.00 0.00 0.00 /~' 641.28 0.00 0.00 0.00 51.00 0.00 0.00 i (,06:45 06:50 641.28 0.00 0.00 0.00 51.00 0.00 0.00 06:55 641.29 0.00 0.00 0.00 51.00 0.00 0.00 07:00 641.29 0.00 0.00 0.00 51.00 0.00 0.00 07:05 641.29 0.00 0.00 0.00 51.00 0.00 0.00 l 07:10 641.29 0.00 0.00 0.00 51.00 0.00 0.00 07:15 641.29 0.00 0.00 0.00 51.00 0.00 0.00 07:20 641.29 0.00 0.00 0.00 51.00 0.00 0.00 07:25 641.29 0.00 0.00 0.00 51.00 0.00 0.00 l 07:30 641.29 0.00 0.00 0.00 51.00 0.00 0.00 07:35 641.30 0.00 0.00 0.00 51.00 0.00 0.00 07:40 641.30 0.00 0.00 0.00 51.00 0.00 0.00 07:45 641.30 0.00 0.00 0.00 51.00 0.00 0.00 07:50 641.30 0.00 0.00 0.00 51.00 0.00 0.00 l 07:55 641.30 0.00 0.00 0.00 51.00 0.00 0.00 08:00 641.30 0.00 0.00 0.00 51.00 0.00-0.00-08:05 641.30 0.00 0.00 0.00 51.00 0.00 0.00' l 08:10 641.31 0.00 0.00 0.00 51.00 0.00 0.00 j 08:15 641.31 0.00 0.00 0.00 51.00 0.00 0.00 i 08:20 641.31 0.00 0.00 0.00 51.00 0.00 0.00 08:25 641.31 0.00 0.00 0.00 51.00 0.00 0.00 i 08:30 641.31 0.00 0.00 0.00 51.00 0.00 0.00 l 08:35 641.31 0.00 0.00 0.00 51.00 0.00 0.00 i l

A-2 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm q Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl Q R: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 0.00 6.00 0.00 1.00 0.00 0.00 0.00 01:45 0.00 5.99 0.00 1.00 0.00 0.00 0.00 01:50 0.00 5.99 0.00 1.00 0.00 0.00 0.00 01:55 0.00 5.98 0.00 1.00 0.00 0.00 0.00 02:0c 0.00 5.97 0.00 1.00 0.00 0.00 0.00 02:05 0.00 5.97 0.00 1.00 0.00 0.00 0.00 02: 10 0.00 5.96 0.00 1.00 0.00 0.00 0.00 02:15 0.00 5.95 0.00 1.00 0.00 0.00 0.00 02:20 0.00 5.94 0.00 1.00 0.00 0.00 0.00 J2:25 0.00 5.94 0.00 1.00 0.00 0.00 0.00 02:30 0.00 5.93 0.00 1.00 0.00 0.00 0.00 [ 02:35 0.00 5.92 0.00 1.00 0.00 0.00 0.00 02:40 0.00 5.92 0.00 1.00 0.00 0.00 0.00 02:45 0.00 5.91 0.00 1.00 0.00 0.00 0.00 02:50 0.00 5.90 0.00 1.00 0.00 0.00 0.00 02:55 0.00 5.90 0.00 1.00 0.00 0.00 0.00 03:00 0.00 5.89 0.00 1.00 0.00 0.00 0.00 03:05 0.00 5.88 0.00 1.00 0.00 0.00 0.00 03:10 0.00 5.88 0.00 1.00 0.00 0.00 0.00 03:15 0.00 5.87 0.00 1.00 0.00 0.00 0.00 03:20 0.00 5.86 0.00 1.00 0.00 0.00 0.00 03:25 0.00 5.85 0.00 1.00 0.00 0.00 0.00 03:30 0.00 5.85 0.00 1.00 0.00 0.00 0.00 03:35 0.00 5.84 0.00 1.00 0.00 0.00 0.00 03:40 0.00 5.83 0.00 1.00 0.00 0.00 0.00 03:45 0.00 5.83 0.00 1.00 0.00 0.00 0.00 03:50 0.00 5.82 0.00 1.00 0.00 0.00 0.00 03:55 0.00 5.81 0.00 1.00 0.00 0.00 0.00 04:00 0.00 5.81 0.00 1.00 0.00 0.00 0.00 04:05 0.00 5.80 0.00 1.00 0.00 0.00 0.00 04:10 0.00 5.79 0.00 1.00 0.00 0.00 0.00 04:15 0.00 5.79 0.00 1.00 0.00 0.00 0.00 04:20 0.00 5.78 0.00 1.00 0.00 0.00 0.00 04:25 0.00 5.77 0.00 1.00 0.00 0.00 0.00 04:30 0.00 5.77 0.00 1.00 0.00 0.00 0.00 04:35 0.00 5.76 0.00 1.00 0.00 0.00 0.00 0

l -SONGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:35 . Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump g "R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet. i bO:00 640.75 0.00-0.00 0.00 51.00 0.00 0.00 '(,00:30 640.75 0.00-0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 t 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.51 50.00 0.00 0.00 52.00 0.00 0.00 6 01:45 643.18 50.00 0.00 0.00 53.00 0.00 0.00 01:50 642.85 50.00 0.00 0.00 54.00 0.00 0.00 l 01:55 642.52 50.00 0.00 0.00 55.00 0.00 0.00 02:00 642.18 50.00 0.00 0.00 56.00 0.00 0.00 02:05 641.85 50.00 0.00 0.00 57.00 0.00 0.00 02:10 641.52 50.00 0.00 0.00 58.00 0.00 0.00 02:15 641.18 50.00 0.00 0.00 59.00 0.00 0.00 02:20 640.85 50.00 0.00 0.00 60.00 0.00 0.00 02:25 640.52 50.00 0.00 0.00 61.00 0.00 0.00 02:30 640.52 0.00 0.00 0.00 61.00 0.00 0.00 02:35 640.52 0.00 0.00 0.00 61.00 0.00 0.00 002:45 2:40 640.52 0.00 0.00 0.00 61.00 0.00 0.00 j 640.52 0.00 0.00 0.00 61.00 0.00 0.00 02:50 640.53 0.00 0.00 0.00 61.00 0.00 0.00 02:55 640.53 0.00 0.00 0.00 61.00 0.00 0.00 03:00 640.53 0.00 0.00 0.00 61.00 0.00 0.00 03:05 640.53 0.00 0.00 0.00 61.00 0.00 0.00 03:10 640.53 0.00 0.00 0.00 61.00 0.00 0.00 f 03:15 640.53 0.00 0.00 0.00 61.00 0.00 0.00 03:20 640.53 0.00 0.00 0.00 61.00 0.00 0.00 03:25 640.54 0.00 0.00 0.00 61.00 0.00 0.00 03:30 640.54 0.00 0.00 0.00 61.00 0.00 0.00 03:35 640.54 0.00 0.00 0.00 61.00 0.00 0.00 03:40 640.54 0.00 0.00 0.00 61.00 0.00 0.00 03:45 640.54 0.00 0.00 0.00 61.00 0.00 0.00 03:50 640.54 0.00 0.00 0.00 61.00 0.00 0.00 03:55 640.54 0.00 0.00 0.00 61.00 0.00 0.00 04:00 640.55 0.00 0.00 0.00 61.00 0.00 0.00 ^ 04:05 640.55 0.00 0.00 0.00 61.00 0.00 0.00 04:10 640.55 0.00 0.00 0.00 61.00 0.00 0.00 .i 04:15 640.55 0.00 0.00 0.00 61.00 0.00 0.00 04:20 640.55 0.00 0.00 0.00 61.00 0.00 0.00 04:25 640.55 0.00 0.00 0.00 61.00 0.00 0.00 04:30 640.55 0.00 0.00 0.00 61.00 0.00 0.00 04:35 640.56 0.00 0.00 0.00 61.00 0.00 0.00 h i

t SQNGE93 FLOODING CALCS FOR RHRIA-A LEAK STOPING AT T=01: 35 I RHR1A-A Elev. 653 l Elapsed. Pipe Main Rm Door Flood Al Main Flood Al TDT Rm i Time Leakage H20 lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl l

MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches

,a 04:40 0.00 5.75 0.00 1.00 0.00 0.00 0.00 04:45 0:00 5.74 0.00 1.00 0.00 0.00 .0.00 f 04:50 0.00 5.74 0.00 1.00 0.00 0.00 0.00 04:55 0.00 5.73 0.00 1.00 0.00 0.00 0.00 05:00 0.00 5.72 0.00 1.00 0.00 0.00 0.00 05:05 0.00 5.72 0.00 1.00 0.00 0.00 0.00 l 05:10 0.00 5.71 0.00 1.00 0.00 0.00 0.00 l 05:15 0.00 5.70 0.00 1.00 0.00 0.00 0.00 t 05:20 0.00 5.70 0.00 1.00 0.00 0.00 0.00 05:25 0.00 5.69 0.00 1.00 0.00 0.00 0.00 05:30 0.00 5.68 0.00 1.00 0.00 0.00 0.00 l 05:35 0.00 5.68 0.00 1.00 0.00 0.00 0.00-j 05:40 0.00 5.67 0.00 1.00 0.00 0.00 0.00 05:45 0.00 5.66 0.00 1.00 0.00 0.00 0.00 s 05:50 0.00 5.66 0.00 1.00 0.00 0.00 0.00 j 05:55 0.00 5.65 0.00 1.00 0.00 0.00 0.00 06:00 0.00 5.64 0.00 1.00 0.00 0.00 0.00 06:05 0.00 5.64 0.00 1.00 0.00 0.00 0.00 L 06:10 0.00 H5.63 0.00 1.00 0.00 0.00 0.00 06:15 0.00 5.62 0.00 1.00 0.00 0.00 0.00 f 06:20 0.00 5.62 0.00 1.00 0.00 0.00 0.00 06:25 0.00 5.61 0.00 1.00 0.00 0.00 0.00 06:30 0.00 5.60 0.00 1.00 0.00 0.00 0.00 06:35 0.00 5.60 0.00 1.00 0.00 0.00 0.00 t 0 6:40 0.00 5.59 0.00 1.00 0.00 0.00-0.00 [ 06:45 0.00 5.58 0.00 1.00 0.00 0.00 0.00 ? 06:50 0.00 5.58 0.00 1.00 0.00 0.00 0.00 [ 06:55 0.00 5.57 0.00 1.00 0.00 0.00 0.00 07:00 0.00 5.56 0.00 1.00 0.00 0.00 0.00 [ 07:05 0.00 5.56 0.00 1.00 0.00 0.00 0.00 07:10 0.00 5.55 0.00 1.00 0.00 0.00 0.00 07:15 0.00 5.54 0.00 1.00 0.00 0.00 0.00 07:20 0.00 5.53 0.00 1.00 0.00 0.00 0.00 07:25 0.00 5.53 0.00 1.00 0.00 0.00 0.00 07:30 0.00 5.52 0.00 1.00 0.00 0.00 0.00 I 07:35 0.00 5.51 0.00 1.00 0.00 0.00 0.00 07:40 0.00 5.51 0.00 1.00 0.00 0.00 'O.0 0 07:45 0.00 5.50 0.00 1.00 0.00 0.00 0.00 07:50 0.00 5.49 0.00 1.00 0.00 0.00 0.00 07:55 0.0" 5.49 0.00 1.00 0.00 0.00 0.00 08:00 0.00 5.48 0.00 1.00 0.00 0.00 0.00 08:05 0.00 5.47 0.00 1.00 0.00 0.00 0.00-08:10 0.00 5.47 0.00 1.00 0.00 0.00 0.00-08:15 0.00 5.46 0.00 1.00 0.00 0.00 0.00 08:20 0.00 5.45 0.00 1.00 0.00 0.00 0.00 08:25 0.00 5.45 0.00 1.00 0.00 0.00 0.00 l 08:30 0.00 5.44 0.00 1.00 0.00 0.00 0.00 08:35 0.00 5.43 0.00 1.00 0.00 0.00 0.00-i. ~!

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=01:35 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi ' 1vl - volume Hi lvl pas. sump '"3: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet (Q'4:40 640.56 0.00 0.00 0.00 61.00 0.00 0.00 04:45 640.56 0.00 0.00 0.00 61.00 0.00 0.00 04:50 640.56 0.00 0.00 0.00 61.00 0.00 0.00 04:55 640.56 0.00 0.00 0.00 61.00 0.00 0.00 05:00 640.56 0.00 0.00 0.00 61.00 0.00 0.00 05:05 640.56 0.00 0.00 0.00 61.00 0.00 0.00 05:10 640.57 0.00 0.00 0.00 61.00 0.00 0.00 1 05:15 640.57 0.00 0.00 0.00 61.00 0.00 0.00 05:20 640.57 0.00 0.00 0.00 61.00 0.00 0.00 05:25 640.57 0.00 0.00 0.00 61.00 0.00 0.00 05:30 640.57 0.00 0.00 0.00 61.00 0.00 0.00 l 05:35 640.57 0.00 0.00 0.00 61.00 0.00 0.00 05:40 640.57 0.00 0.00 0.00 61.00 0.00 0.00 t 05:45 640.58 0.00 0.00 0.00 61.00 0.00 0.00 05:50 640.58 0.00 0.00 0.00 61.00 0.00 0.00 05:55 640.58 0.00 0.00 0.00 61.00 0.00 0.00 06:00 640.58 0.00 0.00 0.00 61.00 0.00 0.00 06:05 640.58 0.00 0.00 0.00 61.00 0.00 0.00 06:10 640.58 0.00 0.00 0.00 61.00 0.00 0.00 06:15 640.58 0.00 0.00 0.00 61.00 0.00 0.00-06:20 640.59 0.00 0.00 0.00 61.00 0.00 0.00 l 06:25 640.59 0.00 0.00 0.00 61.00 0.00 0.00 06:30 640.59 0.00 0.00 0.00 61.00 0.00 0.00 06:35 640.59 0.00 0.00 0.00 61.00 0.00 0.00-6:40 640.59 0.00 0.00 0.00 61.00 0.00 0.00 6:45 640.59 0.00 0.00 0.00 61.00 0.00 0.00 6:50 640.59 0.00 0.00 0.00 61.00 0.00 0.00 j 06:55 640.59 0.00 0.00 0.00 61.00 0.00 0.00 07:00 640.60 0.00 0.00 0.00 61.00 0.00 0.00 07:05 640.60 0.00 0.00 0.00 61.00 0.00 01.00 I 07:10 640.60 0.00 0.00 0.00 61.00 0.00 0.00 07:15 640.60 0.00 0.00 0.00 61.00 0.00. 0.00 l 07:20 640.60 0.00 0.00 0.00 61.00 0.00 0.00 07:25 640.60 0.00 0.00 0.00 61.00 0.00 0.00 t 07:30 640.60 0.00 0.00 0.00 61.00 0.00 0.00 07:35 640.61 0.00 0.00 0.00 61.00 0.00 0.00 07:40-640.61 0.00 0.00 0.00 61.00 0.00 0.00 07:45 640.61 0.00 0.00 0.00 61.00 0.00 0.00 07:50 640.61 0.00 0.00 0.00 61.00 0.00 0.00 07:55 640.61 0.00 0.00 0.00 61.00 0.00 0.00 08:00 640.61 0.00 0.00 0.00 61.00 0.00 0.00 08:05 640.61 0.00 0.00 0.00 61.00 _0.00 0.00 [ 08:10 640.62 0.00 0.00 0.00 61.00 0.00 0.00 l 08:15 640.62 0.00 0.00 0.00 61.00 0.00 0.00 08:20 640.62 0.00 0.00 0.00 61.00 0.00 0.00 08:25 640.62 0.00 0.00 0.00 61.00 0.00 0.00 08:30 640.62 0.00 0.00 0.00 61.00 0.00 0.00 08:35 640.62 0.00 0.00 0.00 61.00 0.00 0.00. l i t 1 i r i

-,. = A-3 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm -[,}R: MIN Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl L-gpm inches inches 0=N;1=Y inches 0=N;1=Y l inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00-0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00. 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 1 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 0.00 6.00 0.00 1.00 0.00 0.00 0.00 02:15 0.00 5.99 0.00 1.00 0.00 0.00 0.00 02:20 0.00 5.99 0.00 1.00 0.00 C.00 0.00 02:25 0.00 5.98 0.00 1.00 0.00 0.00 0.00 02:30 0.00 5.97 0.00 1.00 0.00 0.00 0.00 02:35 0.00 5.97 0.00 1.00 0.00 0.00 0.00 02:40 0.00 5.96 0.00 1.00 0.00 0.00 0.00 02:45 0.00 5.95 0.00 1.00 0.00 0.00 0.00 02:50 0.00 5.94 0.00 1.00 0.00 0.00 0.00 02:55 0.00 5.94 0.00 1.00 0.00 0.00 0.00 03:00 0.00 5.93 0.00 1.00 0.00 0.00 0.00 03:05 0.00 5.92 0.00 1.00 0.00 0.00 0.00 03:10 0.00 5.92 0.00 1.00 0.00 0.00 0.00 l 03:15 0.00 5.91 0.00 1.00 0.00 0.00 0.00 03:20 0.00 5.90 0.00 1.00 0.00 0.00 0.00 03:25 0.00 5.90 0.00 1.00 0.00 0.00 0.00 i 03:30 0.00 5.89 0.00 1.00 0.00 0.00 0.00 03:35 0.00 5.88 0.00 1.00 0.00 0.00 0.00 03:40 0.00 5.88 0.00 1.00 0.00 0.00 0.00 03:45 0.00 5.87 0.00 1.00 0.00 0.00 0.00 03:50 0.00 5.86 0.00 1.00 0.00 0.00 0.00 l 03:55 0.00 5.85 0.00 1.00 0.00 0.00 0.00-04:00 0.00 5.85 0.00 1.00 0.00 0.00 0.00 04:05 0.00 5.84 0.00 1.00 0.00 0.00 0.00 04:10 0.00 5.83 0.00 1.00 0.00 0.00 0.00 04:15 0.00 5.83 0.00 1.00 0.00 0.00 0.00 04:20 0.00 5.82 0.00 1.00 0.00 0.00 0.00 04:25 0.00 5.81 0.00 1.00 0.00 0.00 0.00 j 04:30 0.00 5.81 0.00 1.00 0.00 0.00 0.00 04:35 0.00 5.80 0.00 1.00 0.00 0.00 0.00

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:05 l -Elapsed.AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump 'p: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 0:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0. 0.00 51.00 0.00 0.00 l 00:55 640.75_ 0.00 0.00 0.00 51.00 0.00 0.00 l 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 1 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 'j 01:15 642.07 0.00-0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 l 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 l 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00-02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.21 50.00 0.00 0.00 58.00 0.00 0.00 02:15 643.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 643.55 50.00 0.00 0.00 60.00 0.00 0.00 02:25 643.21 50.00 0.00 0.00 61.00 0.00 0.00 02:30 642.88 50.00 0.00 0.00 62.00 0.00 0.00 2:35 642.55 50.00 0.00 0.00 64.00 0.00 0.00 2:40 642.22 50.00 0.00 0.00 65.00 0.00 0.00 2:45 641.88 50.00 0.00 0.00 66.00 0.00 0.00 02:50 641.55 50.00 0.00 0.00 67.00 0.00 0.00 02:55 641.22 50.00 0.00 0.00 68.00 0.00 0.00 03:00 640.88 50.00 0.00 0.00 69.00 0.00 0.00 03:05 640.55 50.00 0.00 0.00 70.00 0.00 0.00 i 03:10 640.55 0.00 0.00 0.00 70.00 0.00 0.00 03:15 640.55 0.00 0.00 0.00 70.00 0.00 0.00 j 03:20 640.56 0.00 0.00 0.00 70.00 0.00 0.00 ~ 03:25 640.56 0.00 0.00 0.00 70.00 0.00 0.00 03:30 640.56 0.00 0.00 0.00 70.00 0.00 0.00 03:35 640.56 0.00 0.00 0.00 70.00 0.00 0.00 03:40 640.56 0.00 0.00 0.00 70.00 0.00 0.00 03:45 640.56 0.00 0.00 0.00 70.00 0.00 0.00 03:50 640.56 0.00 0.00 0.00 70.00 0.00 0.00 03:55 640.57 0.00 0.00 0.00 70.00 0.00 0.00 l 04:00 640.57 0.00 0.00 0.00 70.00 0.00 0.00 04:05 640.57 0.00 0.00 0.00 70.00 0.00 0.00 l 04:10 640.57 0.00 0.00 0.00 70.00 0.00 0.00 .04:15 640.57 0.00 0.00 0.00 70.00 0.00 0.00 04:20 640.57 0.00 0.00 0.00 70.00 0.00 0.00 j 04:25 640.57 0.00 0.00 0.00 70.00 0.00 0.00 04:30 640.58 0.00 0.00 0.00 70.00 0.00 0.00 I 04:35 640.58 0.00 0.00 0.00 70.00 0.00 0.00 u O

1 SQNGE93 FLOODING CALCS FOR RHRIA-A LEAK STOPING AT T=02:05 RHR1A-A Elev. 653 IElapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl 1

MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches j

04:40 0.00 5.79 0.00 1.00 0.00 0.00 0.00 04:45 0.00 5.79 0.00 1.00 0.00 0.00 0.00 04:50 0.00 5.78 0.00 1.00 0.00 0.00 0.00 04:55 0.00 5.77 0.00 1.00 0.00 0.00 0.00 05:00 0.00 5.77 0.00 1.00 0.00 0.00 0.00 05:05 0.00 5.76 0.00 1.00 0.00 0.00 0.00 05:10 0.00 5.75 0.00 1.00 0.00 0.00 0.00 05:15 0.00 5.74 0.00 1.00 0.00 0.00 0.00 l 05:20 0.00 5.74 0.00 1.00 0.00 0.00 0.00 i 05:25 0.00 5.73 0.00 1.00 0.00 0.00 0.00 j -05:30 0.00 5.72 0.00 1.00 0.00 0.00 0.00 05:35 0.00 5.72 0.00 1.00 0.00 0.00 0.00 05:40 0.00 5.71 0.00 1.00 0.00 0.00 0.00 { 05:45 0.00 5.70 0.00 1.00 0.00 0.00 -0.00 05:50 0.00 5.7a 0.00 1.00 0.00 0.00 0.00 05:55 0.00 5.69 0.00 1.00 0.00 0.00 0.00 06:00 0.00 5.68 0.00 1.00 0.00 0.00 0.00 ~ 06:05 0.00 5.66 0.00 1.00 0.00 0.00 0.00 06:10 0.00 5.67 0.00 1.00 0.00 0.00 0.100 .j 06:15 0.00 5.66 0.00 1.00 0.00 0.00 0.00 l 06:20 0.00 5.66 0.00 1.00 0.00 0.00 0.00 06:25 0.00 5.65 0.00 1.00 0.00 0.00 0.00 06:30 0.00 5.64 0.00 1.00 0.00 0.00 0.00 6:15 0.00 5.64 0.00 1.00 0.00 0.00 0.00 6: 40 0.00 5.63 0.00 1.00 0.00 0.00 0.00 I 06:45 0.00 5.62 0.00 1.00 0.00 0.00 0.00' 06:50 0.00 5.62 0.00 1.00 0.00 0.00 0.00 06:55 0.00 5.61 0.00 1.00 0.00 0.00 0.00 i 07:00 0.00 5.60 0.00 1.00 0.00 0.00 0.00 07:05 0.00 5.60 0.00 1.00 0.00 0.00 0.00 07:10 0.00 5.59 0.00 1.00 0.00 0.00 0.00 l 07:15 0.00 5.58 0.00 1.00 0.00 0.00 0.00 l 07:20 0.00 5.58 0.00 1.00 0.00 0.00 0.00 I 07:25 0.00 5.57 0.00 1.00 0.00 0.00 0.00 07:30 0.00 5.56 0.00 1.00 0.00 0.00 0.00 .j 07:35 0.00 5.56 0.00 1.00 0.00 0.00 0.00 j 07:40 0.00 5.55 0.00 1.00 0.00 0.00 0.00 j 07:45 0.00 5.54 0.00 1.00 0.00 0.00 0.00 07:50 0.00 5.53 0.00 1.00 0.00 0.00 0.00 l 07:55 0.00 5.53 0.00 1.00 0.00 0.00 0.00 j 08:00. 0.00 5.52 0.00 1.00 0.00 H0.00 0.00 08:05 0.00 5.51 0.00 1.00 0.00 0.00 0'. 0 0. [ 08:10 0.00 5.51 0.00 1.00 0.00 0.00 0.00 [ 08:15 ~0.00 5.50 0.00 1.00 0.00 0.00 0.00 08:20 0.00 5.49 0.00 1.00 0.00 0.00 0.00

t 08:25 0.00 5.49 0.00 1.00 0.00 0.00 0.00 08:30 0.00 5.48 0.00 1.00 0.00 0.00 0.00 08:35 0.00 5.47 0.00 1.00 0.00 0.00 0.00

-l 4

.. _ =. l 1 i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:05 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump feet gpm gpm 0=N;1=Y 0=N;1=Y feet OMR: MIN 04:40 640.58 0.00 0.00 0.00 70.00 0.00 0.00 04:45 640.58 0.00 0.00 0.00 70.00 0.00 0.00 04:50 640.58 0.00 0.00 0.00 70.00 0.00 0.00 l 04:55 640.58 0.00 0.00 0.00 70.00 0.00 0.00 05:00 640.58 0.00 0.00 0.00 70.00 0.00 0.00 05:05 640.59 0.00 0.00 0.00 70.00 0.00 0.00 05:10 640.59 0.00 0.00 0.00 70.00 0.00 0.00 05:15 640.59 0.00 0.00 0.00 70.00 0.00 0.00 05:20 640.59 0.00 0.00 0.00 70.00 0.00 0.00 05:25 640.59 0.00 0.00 0.00 70.00 0.00 0.00 f 05:30 640.59 0.00 0.00 0.00 70.00 0.00 0.00 f 05:35 640.59 0.00 0.00 0.00 70.00 0.00 0.00 j 05:40 640.60 0.00 0.00 0.00 70.00 0.00 0.00 i 05:45 640.60 0.00 0.00 0.00 70.00 0.00 0.00 l 05:50 640.60 0.00 0.00 0.00 70.00 0.00 0.00 05:55 640.60 0.00 0.00 0.00 70.00 0.00 0.00 i 06:00 640.60 0.00 0.00 0.00 70.00 0.00 0.00 06:05 640.60 0.00 0.00 0.00 70.00 0.00 0.00 06:10 640.60 0.00 0.00 0.00 70.00 0.00 0.00 [ 06:15 640.60 0.00 0.00 0.00 70.00 0.00 0.00 06:20 640.61 0.00 0.00 0.00 70.00 0.00 0.00 i 06:25 640.61 0.00 0.00 0.00 70.00 0.00 0.00 06:30 640.61 0.00 0.00 0.00 70.00 0.00 0.00 1 06:35 640.61 0.00 0.00 0.00 70.00 0.00 0.00 l 06:40 640.61 0.00 0.00 0.00 70.00 0.00 0.00 0 06:45 640.61 0.00 0.00 0.00 70.00 0.00 0.00 06:50 640.61 0.00 0.00 0.00 70.00 0.00 0.00 06:55 640.62 0.00 0.00 0.00 70.00 0.00 0.00 j 07:00 640.62 0.00 0.00 0.00 70.00 0.00 0.00 07:05 640.62 0.00 0.00 0.00 70.00 0.00 0.00 i 07:10 640.62 0.00 0.00 0.00 70.00 0.00 0.00 [ 07:15 640.62 0.00 0.00 0.00 70.00 0.00 0.00 07:20 640.62 0.00 0.00 0.00 70.00 0.00 0.00 07:25 640.62 0.00 0.00 0.00 70.00 0.00 0.00 07:30 640.63 0.00 0.00 0.00 70.00 0.00 0.00 07:35 640.63 0.00 0.00 0.00 70.00 0.00 0.00 i 07:40 640.63 0.00 0.00 0.00 70.00 0.00 0.00 07:45 640.63 0.00 0.00 0.00 70.00 0.00 0.00 07:50 640.63 0.00 0.00 0.00 70.00 0.00 0.00 07:55 640.63 0.00 0.00 0.00 70.00 0.00 0.00 08:00 640.63 0.00 0.00 0.00 70.00 0.00 0.00 l 08:05 640.64 0.00 0.00 0.00 70.00 0.00 0.00 08:10 640.64 0.00 0.00 0.00 70.00 0.00 0.00 I 08:15 640.64 0.00 0.00 0.00 70.00 0.00 0.00 08:20 640.64 0.00 0.00 0.00 70.00 0.00 0.00 I 08:25 640.64 0.00 0.00 0.00 70.00 0.00 0.00 08:30 640.64 0.00 0.00 0.00 70.00 0.00 0.00-I 08:35 640.64 0.00 0.00 0.00 70.00 0.00 0.00 l h l f

SQHGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:20 RHR1A-A Elev. 653 Elapsed Pip 2 Main Rm Door Flood Al Main Flood Al TDT Rm Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl r'" MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches !,)3:0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 q 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 0.00 7.64 0.00 1.00 0.00 0.00 0.00 02:30 0.00 6.00 0.00 1.00 0.00 0.00 0.00 02:35 0.00 5.99 0.00

1. ;. 0 0.00 0.00 0.00

( 72:40 0.00 5.99 0.00 1.00 0.00 0.00 0.00 s-02:45 0.00 5.98 0.00 1.00 0.00 0.00 0.00 02:50 0.00 5.97 0.00 1.00 0.00 0.00 0.00 02:55 0.00 5.97 0.00 1.00 0.00 0.00 0.00 03:00 0.00 5.96 0.00 1.00 0.00 0.00 0.00 03:05 0.00 5.95 0.00 1.00 0.00 0.00 0.00 03:10 0.00 5.94 0.00 1.00 0.00 0.00 0.00 03:15 0.00 5.94 0.00 1.00 0.00 0.00 0.00 03:20 0.00 5.93 0.00 1.00 0.00 0.00 0.00 03:25 0.00 5.92 0.00 1.00 0.00 0.00 0.00 03:30 0.00 5.92 0.00 1.00 0.00 0.00 0.00 03:35 0.00 5.91 0.00 1.00 0.00 0.00 0.00 03:40 0.00 5.90 0.00 1.00 0.00 0.00 0.00 03:45 0.00 5.90 0.00 1.00 0.00 0.00 0.00 03:50 0.00 5.89 0.00 1.00 0.00 0.00 0.00 03:55 0.00 S.88 0.00 1.00 0.00 0.00 0.00 04:00 0.00 5.88 0.00 1.00 0.00 0.00 0.00 04:05 0.00 5.87 0.00 1.00 0.00 0.00 0.00 04:10 0.00 5.86 0.00 1.00 0.00 0.00 0.00 04:15 0.00 5.85 0.00 1.00 0.00 0.00 0.00 04:20 0.00 5.85 0.00 1.00 0.00 0.00 0.00 04:25 0.00 5.84 0.00 1.00 0.00 0.00 0.00 04:30 0.00 5.83 0.00 1.00 0.00 0.00 0.00 04:35 0.00 5.83 0.00 1.00 0.00 0.00 0.00 0

~ 1 SQNGE93 FLOODI ALCS FOR RHRIA-A LEAK STOPING AT T=02:20 l Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg -l Time sm. sump ist pmp' 2nd pmp Hi lvl volume Hi lvl pas. sump j "R: MIN feet gpm gpm 0=N;1=Y O=N;1=Y feet 0:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 0:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 f 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 j 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 j 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 '01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 i 01:05~ 641.19 0.00 0.00 0.00 51.00 0.00 0.00 } 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 1 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 [ 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 i 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 l 01:45 644.08 50.00-0.00 0.00 53.00 0.00 0.00 l 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 i 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 l 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 i 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 t 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 j 02:25 645.22 50.00 0.00 0.00 61.00 0.00 0.00 l 02:30 644.89 50.00 0.00 0.00 62.00 0.00 0.00 2:35 644.56 50.00 0.00 0.00 64.00 0.00 0.00 ( d2:45 2:40 644.22 50.00 0.00 0.00 65.00 0.00 0.00 l 643.89 50.00 0.00 0.00 66.00 0.00 0.00 02:50 643.56 50.00 0.00 0.00 67.00 0.00 0.00 j 02:55 643.22 50.00 0.00 0.00 68.00 0.00 0.00 i 03:00 642.89 50.00 0.00 0.00 69.00 0.00 0.00 I 03:05 642.56 50.00 0.00 0.00 70.00 0.00 0.00 03:10 642.23 50.00 0.00 0.00 71.00 0.00 0.00 i 03:15 641.89 50.00 0.00 0.00 72.00 0.00 0.00 i l 03:20 641.56 50.00 0.00 0.00 73.00 0.00 0.00 ll' 5::: 1 -03:35 640.56 50.00 0.00 0.00 76.00 0.00 0.00 j 03:40 640.56 0.00 0.00 0.00 76.00 0.00 0.00 I 03:45 640.56 0.00 0.00 0.00 76.00_ 0.00 0.00 03:50 640.57 0.00 0.00 0.00 76.00 0.00 0.00 l 03:55 640.57 0.00 0.00 0.00 76.00 0.00 0.00-04:00 640.57 0.00 0.00 0.00 76.00 0.00 0.00 l 04:05 640.57 0.00 0.00 0.00 76.00 0.00 0.00 04:10 640.57 0.00 0.00 0.00 76.00 0.00 0.00 04:15 640.57 0.00 0.00 0.00 76.00 0.00 0.00 l 04:20 640.57 0.00 -0.00 0.00 76.00 0.'00 0.00 04: 25 640.58 0.00 0.00 0.00 76.00 0.00 0.00 04:30 640.58 0.00 0.00 0.00 76.00 0.00 0.00 04:35 640.58 0.00 0.00 0.00 76.00 0.00-0.00 i a

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:20 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl (,,2 : MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches l 04:40 0.00 5.82 0.00 1.00 0.00 0.00 0.00 t 04:45 0.00 5.81 0.00 1.00 0.00 0.00 0.e0 l 04:50 0.00 5.81 0.00 1.00 0.00 0.00 0.00 I 04:55 0.00 5.80 0.00 1.00 0.00 0.00 0.00 05:00 0.00 5.79 0.00 1.00 0.00 0.00 0.00 [ l 05:05 0.00 5.79 0.00 1.00 0.00 0.00 0.00 05:10 0.00 5.78 0.00 1.00 0.00 0.00 0.00 i l 05:15 0.00 5.77 0.00 1.00 0.00 0.00 0.00 05:20 0.00 5.77 0.00 1.00 0.00 0.00 0.00 05:25 0.00 5.76 0.00 1.00 0.00 0.00 0.00 05:30 0.00 5.75 0.00 1.00 0.00 0.00 0.00 05:35 0.00 5.74 0.00 1.00 0.00 0.00 0.00 05:40 0.00 5.74 0.00 1.00 0.00 0.00 0.00 05:45 0.00 5.73 0.00 1.00 0.00 0.00 0.00 i '05:50 0.00 5.72 0.00 1.00 0.00 0.00 0.00 l 05:55 0.00 5.72 0.00 1.00 0.00 0.00 0.00 06:00 0.00 5.71 0.00 1.00 0.00 0.00 0.00. l 06:05 0.00 5.70 0.00 1.00 0.00 0.00 0.00 06:10 0.00 5.70 0.00 1.00 0.00 0.00 0.00-l 06:15 0.00 5.69 0.00 1.00 0.00 0.00 0.00 06:20 0.00 5.68 0.00 1.00 0.00 0.00-0.00 06:25 0.00 5.68 0.00 1.00 0.00 0.00 0.00~ 06:30 0.00 5.67 0.00 1.00 0.00-0.00 0.00 6:35 0.00 5.66 0.00 1.00 0.00 0.00 0.00 I 6:40 0.00 5.66 0.00 1.00 0.00 0.00 0.00 l 6:45 0.00 5.65 0.00 1.00 0.00 0.00 0.00 i 06:50 0.00 5.64 0.00 1.00 0.00 0.00 0.00 06:55 0.00 5.64 0.00 1.00 0.00 0.00 0.00 07:00 0.00 5.63 0.00 1.00 0.00 0.00 0.00 07:05 0.00 5.62 0.00 1.00 0.00 0.00 0.00 07:10 0.00 5.62 0.00 1.00 0.00 0.00 0.00 07:15 0.00 5.61 0.00 1.00 0.00 0.00 0.00 '07:20 0.00 5.60 0.00 1.00 0.00 0.00 0.00 07:25 0.00 5.60 0.00 1.00 0.00 0.00 0.00 07:30 0.00 5.59 0.00 1.00 0.00 0.00 0.00 07:35 0.00 5.58 0.00 1.00 0.00 0.00 0.00 07:40 0.00 5.58 0.00 1.00 0.00 0.00 0.00 07:45 0.00 5.57 0.00 1.00 0.00 0.00 0.00 07:50 0.00 5.56 0.00 1.00 0.00 0.00 0.00 07:55 0.00 5.56 0.00 1.00 0.00 0.00 0.00 08:00 0.00 5.55 0.00 1.00 0.00 0.00. 0.00 08:05 0.00 '5.54 0.00 1.00 0.00 0.00 0.00 08:10 0.00 5.53 0.00 1.00 0.00 0.00 0.00 08:15 0.00 5.53 0.00 1.00 0.00 0.00 0.00 08:20 0.00 5.52 0.00 1.00 0.00 0.00 0.00 08:25 0.00 5.51 0.00 1.00 0.00 0.00. 0.00 08:30 0.00 5.51 0.00 1.00 0.00 0.00 0.00 08:35 0.00 5.50 0.00 1.00 0.00 0.00 0.00 l q u

. ~, i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:20 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pep 2nd pmp Hi lvl volume Hi lvl pas. sump l 7: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet ) 4:40 640.58 0.00 0.00 0.00 76.00 0.00 0.00 ( 4:45 640.58 0.00 0.00 0.00 76.00 0.00 0.00 i 04:50 640.58 0.00 0.00 0.00 76.00 0.00 0.00 04:55 640.58 0.00 0.00 0.00 76.00 0.00 0.00 l 05:00 640.59 0.00 0.00 0.00 76.00 0.00 0.00 05:05 640.59 0.00 0.00 0.00 76.00 0.00 0.00 l 05:10 640.59 0.00 0.00 0.00 76.00 0.00 0.00 05:15 640.59 0.00 0.00 0.00 76.00 0.00 0.00 05:20 640.59 0.00 0.00 0.00 76.00 0.00 0.00 05:25 640.59 0.00 0.00 0.00 76.00 0.00 0.00 I 05:30 640.59 0.00 0.00 0.00 76.00 0.00 0.00 05:35 640.60 0.00 0.00 0.00 76.00 0.00 0.00 05:40 640.60 0.00 0.00 0.00 76.00 0.00 0.00 05:45 640.60 0.00 0.00 0.00 76.00 0.00 0.00 05:50 640.60 0.00 0.00 0.00 76.00 0.00 0.00 05:55 640.60 0.00 0.00 0.00 76.00 0.00 0.00 l 06:00 640.60 0.00 0.00 0.00 76.00 0.00 0.00 06:05 640.60 0.00 0.00 0.00 76.00 0.00 0.00 [ 06:10 640.61 0.00 0.00 0.00 76.00 0.00 0.00 l 06:15 640.61 0.00 0.00 0.00 76.00 0.00 0.00 06:20 640.61 0.00 0.00 0.00 76.00 0.00 0.00 06:25 640.61 0.00 0.00 0.00 76.00 0.00 0.00 l 06:30 640.61 0.00 0.00 0.00 76.00 0.00 0.00 06:35 640.61 0.00 0.00 0.00 76.00 0.00 0.00 i 6:40 640.61 0.00 0.00 0.00 76.00 0.00 0.00 [ 6:45 640.62 0.00 0.00 0.00 76.00 0.00 0.00 6:50 640.62 0.00 0.00 0.00 76.00 0.00 0.00 06:55 640.62 0.0C 0.00 0.00 76.00 0.00 0.00 l 07:00 640.62 0.00 0.00 0.00 76.00 0.00 0.00 { 07:05 640.62 0.00 0.00 0.00 76.00 0.00 0.00 07: 10 640.62 0.00 0.00 0.00 76.00 0.00 0.00 07:15 640.62 0.00 0.00 0.00 76.00 0.00 0.00 07:20 640.62 0.00 0.00 0.00 76.00 0.00 0.00-l 07:25 640.63 0.00 0.00 0.00 76.00 0.00 0.00 07:30 640.63 0.00 0.00 0.00 76.00 0.00 0.00 07:35 640.63 0.00 0.00 0.00 76.00 0.00 0.00 i 07:40 640.63 0.00 0.00 0.00 76.00 0.00 0.00 'I 07:45 640.63 0.00 0.00-0.00 76.00 0.00 0.00 l 07:50 640.63 0.00 0.00 0.00 76.00 0.00 0.00 07:55 640.63 0.00 0.00 0.00 76.00 0.00 0.00 l 08:00 640.64 0.00 0.00 0.00 76.00. 0.00 0.00 -08:05 640.64 0.00 0.00 0.00 76.00 0.00 0.00 j 08:10 640.64 0.00 0.00 0.00 76.00 0.00 0.00 08:15 640.64 0.00 0.00 0.00 76.00 0.00 0.00 08:20 640.64 0.00 0.00 0.00 76.00 0.00 0.00 08:25 640.64 0.00 0.00 0.00 76.00 0.00 0.00 ) 08:30 640.64 0.00 0.00 0.00 76.00 0.00 0.00 08:35 640.65 0.00 0.00 0.00 76.00 0.00 0.00 0

~ l~" SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:35 l RHRIA-A Elev. 653 l Elapsed. Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O Ivl OTime

MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches j

00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 i 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 l 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 j 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 t 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 1 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 I 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 l 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 l 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 [ 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 2:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 2:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 l - 2:40 0.00 8.89 1.00 1.00 0.00 0.00 0.00 j 02:45 0.00 6.44 1.00 1.00 0.00 0.00 0.00 i 02:50 0.00 6.00 1.00 1.00 0.00 0.00 0.00 } 02:55 0.00 5.99 1.00 1.00 0.00 0.00 0.00 1 03:00 0.00 5.99 1.00 1.00 0.00 0.00 0.00 [ 03:05 0.00 5.98 1.00 1.00 0.00 0.00 0.00 l 03:10 0.00 5.97 1.00 1.00 0.00 0.00 0.00 03:15 0.00 5.97 1.00 1.00 0.00 0.00 0.00 03:20 0.00 5.96 1.00 1.00 0.00 0.00 0.00 03:25 0.00 5.95 1.00 1.00 0.00 0.00 0.00' 03:30 0.00 5.94 1.00 1.00 0.00 0.00 0.00 03:35 0.00 5.94 1.00 1.00 0.00 0.00 0.00 03:40 0.00 5.93 1.00 1.00 0.00 0.00 0.00 03:45 0.00 5.92 1.00 1.00 0.00 0.00 0.00 i 03:50 0.00 5.92 1.00 1.00 0.00 0.00 0.00 l 103:55 0.00 5.91 1.00 1.00 0.00 0.00 0.00 04:00 0.00 5.90 1.00 1.00 0.00 0.00 0.00 04:05 0.00 5.90 1.00 1.00 0.00 0.00 0.00 l 04:10 0.00 5.89 1.00 1.00 0.00 0.00 0.00 i 04:15 0.00 5.88 1.00 1.00 0.00 0.00 0.00 04:20 0.00 5.88 1.00 1.00 0.00 0.00 0.00 i 04:25 0.00 5.87 1.00 1.00 0.00 0.00 0.00 04:30 0.00 5.86 1.00 1.00 0.00 0.00 0.00 04:35 0.00 5.85 1.00 1.00 0.00 0.00 0.00-i i ~, ,,r,,

t SQNGE93. FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:35 Elapsed AuxBldg sm. sump. sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump 1st pmp 2nd pmp Hi Ivl volume Hi Iv1 pas. sump '7R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet

0:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30-640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 l

01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 [ 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 i 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0'00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0,00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 $0.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 t 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 l 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 j 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 O'02:45 2:40 646.14 50.00 0.00 0.00 65.00 0.00 0.00 646.23 50.00 0.00 0.00 66.00 0.00 0.00 '02:50 645.90 50.00 0.00 0.00 67.00 0.00 0.00 l 02:55 645.57 50.00 0.00 0.00 68.00 0.00 0.00 03:00 645.23 50.00 0.00 0.00 69.00 0.00 0.00 03:05 644.90 50.00 0.00 0.00 70.00 0.00 0.00 03:10 644.57 50.00 0.00 0.00 71.00 0.00 0.00 03:15 644.24 50.00 0.00 0.00 72.00 0.00 0.00 03:20 643.90 50.00 0.00 0.00 73.00 0.00 0.00-03:25 643.57 50.00 0.00 0.00 74.00. 0.00 0.00 l 03:30 643.24 50.00 0.00 0.00 75.00 0.00 0.00 03:35 642.90 50.00 0.00 0.00 76.00 0.00 0.00 l 03:40 642.57 50.00 0.00 0.00 77.00 0.00 0.00 03:45 642.24 50.00 0.00 0.00 78.00 0.00 0.00 l 03:50 641.91 50.00 0.00 0.00 79.00 0.00 0.00 I '03:55 641.57 50.00 0.00 0.00 80.00 0.00 0.00 04:00 641.24 50.00 0.00 0.00 81.00 0.00 0.00 [ 04:05 640.91 50.00 0.00 0.00 82.00 0.00 0.00 04:10 640.58 50.00 0.00 0.00 83.00 0.00-0.00 04:15 640.58 0.00 0.00 0.00 83.00 0.00 0.00 04:20 640.58 0.00 0.00 0.00 83.00 0.00 0.00 ( 04:25 640.58 0.00 0.00 0.00 83.00 0.00 0.00-04:30 640.58 0.00 0.00 0.00 83.00 0.00 0.00 l 04:35 640.58 0.00 0.00 0.00 83.00 0.00 0.00 i i; I 5

-~ SQNGE93 FLOODING CALCS FOR-RHR1A-A LEAK' STOPING AT T=02 : 35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Leakage-H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl OTime

MIN gpm inches inches 0=N;1=Y inches' 0=N;1=Y inches j

04:40 0.00 5.85 1.00 1.00 0.00 0.00 0.00 04:45 0.00 5.84 1.00 1.00 0.00 0.00 0.00 04:50 0.00 5.83 1.00 1.00 0.00' O.00 0.00 04:55 0.00 5.83 1.00 1.00 0.00 0.00 0.00 05:00 0.00 5.82 1.00 1.00 0.00 0.00 0.00 05:05 0.00 5.81 1.00 1.00 0.00 0.00 0.00 05:10 0.00 5.81 1.00 1.00 0.00-0.00 0.00 05:15 0.00 5.80 1.00 1.00 0.00 0.00 0.00 05:20 0.00 5.79 1.00 1.00 0.00. 0.00 0.00 4 05:25 0.00 5.79 1.00 1.00 0.00 0.00 0.00 05:30 0.00 5.78 1.00 1.00 0.00 0.00 0.00 05:35 0.00 5.77 1.00 1.00 0.00 0.00 0.00 05:40 0.00 5.77 1.00 1.00 0.00 0.00 0.00 05:45 0.00 5.76 1.00 1.00 0.00 0.00 0.00 05:50 0.00 5.75 1.00 1.00 0.00 0.00 0.00 05:55 0.00 5.74 1.00 1.00 0.00 0.00 0.00 06:00 0.00 5.74 1.00 1.00 0.00 0.00 0.00 06:05 0.00 5.73 1.00 1.00 0.00-0.00 0.00 06:10 0.00 5.72 1.00 1.00 0.00 0.00 0.00 06:15 0.00 5.72 1.00 1.00 0.00 0.00 0.00 06:20 0.00 5.71 1.00 1.00 0.00 0.00 0.00 06:25 0.00 5.70 1.00 1.00 0.00 0.00 0.00 06:30 0.00 5.70 1.00 1.00 0.00 0.00 0.00 6:35 0.00 5.69 1.00 1.00-0.00 0.00 0.00 6:40 0.00 5.68 1.00 1.00 0.00 0.00 0.00 6:45 0.00 5.68 1.00 1.00 0.00 0.00 0.00 i 06:50 0.00 5.67 1.00 1.00 0.00 0.00 0.00 06:55 0.00 5.66 1.00 1.00 0.00 0.00 0.00 l 07:00 0.00 5.66 1.00 1.00 0.00 0.00 0.00 07:05 0.00 5.65 1.00 1.00 0.00 0.00 0.00 '. 00 07:10 0.00 5.64 1.00 1.00 0.00 0.00 O 07:15 0.00 5.64 1.00 1.00 0.00 0.00 0.00 07:20 0.00 5.63 1.00 1.00 0.00 0.00 0.00 07:25 0.00 5.62 1.00 1.00 0.00 0.00 0.00 l 07:30 0.00 5.62 1.00 1.00 0.00 0.00 0.00 { 07:35 0.00 5.61 1.00 1.00 0.00 0.00 0.00 07:40 0.00 5.60 1.00 1.00 0.00 0.00 0.00 07:45 0.00 5.60 1.00 1.00 0.00 0.00 0.00 07:50 0.00 5.59 1.00 1.00 0.00 0.00 0.00 07:55 0.00 5.58 1.00 1.00 0.00 0.00 0.00: l 08:00 0.00 5.58 1.00 1.00 0.00 0.00 0.00 08:05-0.00 5.57 1.00 1.00 0.00 0.00 0.00 7 08:10 0.00 5.56 1.00 1.00 0.00 0.00 0.00 08:15 0.00 5.56 1.00 1.00 0.00 0.00 0.00 08:20 0.00 5.55 1.00 1.00 0.00 0.00 0.00 08:25 0.00 5.54 1.00 1.00 0.00 0.00 0.00 08:30 0.00 5.53 1.00 1.00 0.00 0.00 0.00 08:35 0.00 5.53 1.00 1.00 0.00 0.00 0.00 t O

l SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT.=02:35 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O _ TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi Ivl volume Hi lvl pas. sump. "$: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet ? -4:40 640.58 0.00 0.00 0.00 83.00 0.00 0.00 04:45 640.59 0.00 0.00 0.00 83.00 0.00' O.00 04:50 640.59 0.00 0.00 0.00 83.00 0.00 0.00 04: 55 640.59 0.00 0.00 0.00 83.00 0.00 0.00 05:00 640.59 0.00 0.00 0.00 83.00 0.00 0.00 j 05:05 640.59 0.00 0.00 0.00 83.00 0.00 0.00 05:10 640.59 0.00 0.00 0.00 83.00 0.00 0.00 05:15 640.59 0.00 0.00 0.00 83.00 0.00 0.00 05:20 640.60 0.00 0.00 0.00 83.00 0.00 0.00 f 05:25 640.60 0.00 0.00 0.00 83.00 0.00 0.00 05:30 640.60 0.00 0.00 0.00 83.00 0.00 0.00 05:35 640.60 0.00 0.00 0.00 83.00 0.00 0.00 05:40 640.60 0.00 0.00 0.00 83.00 0.00 0.00 05:45 640.60 0.00 0.00 0.00 83.00 0.00 0.00 s 05:50 640.60 0.00 0.00 0.00 83.00 0.00 0.00-05:55 640.60 0.00 0.00 0.00 83.00 0.00 0.00 06:00 640.61 0.00 0.00 0.00 83.00 0.00-0.00 i 06:05 640.61 0.00 0.00 0.00 83.00 0.00 0.00 06:10 640.61 0.00 0.00 0.00 83.00 0.00 0.00 06:15 640.61 .O.00 0.00 0.00 83.00 0.00 0.00 06:20 640.61 0.00 0.00 0.00 83.00 0.00 0.00 06:25 640.61 0.00 0.00 0.00 83.00 0.00 0.00 06:30 640.61 0.00 0.00 0.00 83.00 0.00 0.00 06:35 640.62 0.00 0.00 0.00 83.00 0.00 0.00 06:40 640.62 0.00 0.00 0.00 83.00 0.00 0.00 C)06:50 6:45 640.62 0.00 0.00 0.00 83.00 0.00 0.00 640.62 0.00 0.00 0.00 83.00 0.00 0.00 [ 06:55 640.62 0.00 0.00 0.00 83.00 0.00 0.00 07:00 640.62 0.00 0.00 0.00 83.00 0.00 0.00 07:05 640.62 0.00 0.00 0.00 83.00 0.00 0.00 07:10 640.63 0.00 0.00 0.00 83.00 0.00 0.00 l 07:15 640.63 0.00 0.00 0.00 83.00 0.00 0.00 07:20 640.63 0.00 0.00 0.00 83.00 0.00 0.00 07:25 640.63 0.00 0.00 0.00 83.00 0.00 0.00 07:30 640.63 0.00 0.00 0.00 .83.00 0.00 0.00 07:35 640.63 0.00 0.00 0.00 83.00 0.00 0.00 07:40 640.63 0.00 0.00 0.00 83.00 0.00 0.00 07:45 640.64 0.00 0.00 0.00 83.00 0.00 0.00 -) 07:50 640.64 0.00 0.00 0.00 83.00 0.00 0.00 f 07:55 640.64 0.00 0.00 0.00 83.00 0.00 0.00 08:00 640.64 0.00 0.00 0.00 83.00 0.00 0.00-08:05 640.64 0.00 0.00 0.00 83.00 0.00 0.00 08:10 640.64 0.00 0.00 0.00 83.00 0.00 0.00 08:15 640.64 0.00 0.00 0.00 83.00 0.00 0.00 ~ 08:20 640.65 0.00 0.00 0.00 83.00 0.00 0.00 08:25 640.65 0.00 0.00 0.00 83.00 0.00 0.00 08:30 640.65 0.00 0.00 0.00 83.00 0.00 0.00 [ 08:35 640.65 0.00 0.00 0.00 83.00 0.00 0.00 l

~ SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:50 RHRIA-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm g g Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl ( j : MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches R 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 j 00:45 0.00 0.00 0.00 0.00 0.00 0 00 0.00 1 00:50 68.02 0.00 0.00 0.00 0.0G 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.0G 0.00 0.00 0.00 i 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 l 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.0G j 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 10/,14 8.38 0.00 1.00 0.00 0.00 0.00 02:15 10 1 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 O.00 1.00 0.00 0.00 0.00 p2:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 w_/02 : 4 0 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 02:55 0.00 8.89 1.00 1.00 0.00 0.00 0.00 03:00 0.00 6.44 1.00 1.00 0.00 0.00 0.00 03:05 0.00 6.00 1.00 1.00 0.00 0.00 0.00 03:10 0.00 5.99 1.00 1.00 0.00 0.00 0.00 03:15 0.00 5.99 1.00 1.00 0.00 0.00 0.00 03:20 0.00 5.98 1.00 1.00 0.00 0.00 0.00 03:25 0.00 5.97 1.00 1.00 0.00 0.00 0.00 03:30 0.00 5.97 1.00 1.00 0.00 0.00 0.00 03:35 0.00 5.96 1.00 1.00 0.00 0.00 0.00 03:40 0.00 5.95 1.00 1.00 0.00 0.00 0.00 03:45 0.00 5.94 1.00 1.00 0.00 0.00 0.00 03:50 0.00 5.94 1.00 1.00 0.00 0.00 0.00 03:55 0.00 5.93 1.00 1.00 0.00 0.00 0.00 l 04:00 0.00 5.92 1.00 1.00 0.00 0.00 0.00 04:05 0.00 5.92 1.00 1.00 0.00 0.00 0.00 04:10 0.00 5.91 1.00 1.00 0.00 0.00 0.00 04:15 0.00 5.90 1.00 1.00 0.00 0.00 0.00 04:20 0.00 5.90 1.00 1.00 0.00 0.00 0.00 04:25 0.00 5.89 1.00 1.00 0.00 0.00 0.00 04:30 0.00 5.88 1.00 1.00 0.00 0.00 0.00 1 04:35 0.00 5.88 1.00 1.00 0.00 0.00 0.00 0 m

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:50

Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time-sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump i

HR: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet C- 00: 30)0:00-640.75' O.00 0.00 0.00-51.00 0.00 0.00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 1 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 l 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 O'2:45 2:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 646.59 50.00 0.00 0.00 66.00 0.00 0.00 3 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 02:55 646.90 50.00 50.00 0.00 69.00 0.00 0.00 03:00 646.66 50.00 50.00 0.00 71.00 0.00 0.00 03:05 646.00 50.00 50.00 0.00 73.00 0.00 0.00 03:10 645.33 50.00 50.00 0.00 75.00 0.00 0.00 03:15 644.66 50.00 50.00 0.00 77.00 0.00 0.00 03:20 643.99 50.00 50.00 0.00 79.00 0.00 0.00 03:25 643.33 50.00 50.00 0.00 81.00 0.00 0.00 03:30 642.66 50.00 50.00 0.00 83.00 0.00 0.00 03:35 641.99 50.00 50.00 0.00 85.00 0.00 0.00 l 03:40 641.33 50.00 50.00 0.00 88.00 0.00 0.00 03:45 640.66 50.00 50.00 0.00 90.00 0.00 0.00 ~ 03:50 640.66 0.00 0.00 0.00 90.00 0.00 0.00 i 03:55 640.66 0.00 0.00 0.00 90.00 0.00 0.00 l 04:00 640.66 0.00 0.00 0.00 90.00 0.00 0.00 04:05 640.66 0.00 0.00 0.00 90.00 0.00 0.00 04:10 640.67 0.00 0.00 0.00 90.00 0.00 0.00 04:15 640.67 0.00 0.00 0.00 90.00 0.00 0.00 04:20 640.67 0.00 0.00 0.00 90.00 0.00 0.00 04:25 640.67 0.00 0.00 0.00 90.00 0.00 0.00 04:30 640.67 0.00 0.00 0.00 90.00 0.00 0.00 [ 04:35 640.67 0.00 0.00 0.00 90.00 0.00 0.00 f

m i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:50 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main-Flood Al TDT Rm 1 Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl- ~j-wg ( j: MIN gpm' inches inches 0=N;1=Y inches 0=N;1=Y inches l .04:40 0.00 5.87 1.00 1.00 0.00 0.00 0.00 i 04:45 0.00 5.86 1.00 1.00 0.00 0.00 0.00 04:50 0.00 5.85 1.00-1.00 0.00 0.00 0.00 j 04:55 0.00 5.85 1.00 1.00 0.00 0.00 0.00 05:00 0.00 5.84 1.00 1.00 0.00 0.00 0.00 -l 05:05 0.00 5.83 1.00 1.00 0.00 0.00 0.00 05:10 0.00 5.83 1.00 1.00 0.00 0.00 0.00 05:15 0.00 5.82 1.00 1.00 0.00 0.00 0.00 05:20 0.00 5.81 1.00 1.00 0.00-0.00 0.00 05:25 0.00 5.81 1.00 1.00 0.00 0.00 0.00 l' 05:30 0.00 5.80 1.00 1.00 0.00 0.00 0.00 05:35 0.00 5.79 1.00 1.00 0.00 0.00 0.00 05:40 0.00 S.79 1.00 1.00 0.00 0.00 0.00 05:45 0.00 5.78 1.00 1.00 0.00 0.00 0.00 05:50 0.00 5.77 1.00 1.00 0.00 0.00 0.00 05:55 0.00 5.77 1.00 1.00 0.00 0.00 0.00 06:00 0.00 5.76 1.00 1.00 0.00 0.00 0.00 06:05 0.00 5.75 1.00 1.00 0.00 0.00 0.00 06:10 0.00

5. 74 1.00 1.00 0.00 0.00 0.00 1

06:15 0.00 5.74 1.00 1.00 0.00 0.00 0.00 06:20 0.00 5.73 1.00 1.00 0.00 0.00-0.00 06:25 0.00 5.72 1.00 1.00 0.00 0.00 0.00 06:30 0.00 5.72 1.00 1.00 0.00 0.00 0.00 0.00 5.71 1.00 1.00 0.00 0.00 0.00 Q'06: 35 6:40 0.00 5.70 1.00 1.00 0.00 0.00 0.00 6:45 0.00 5.70 1.00 1.00 0.00 0.00 0.00 06:50 0.00 5.69 1.00 1.00 0.00 0.00 0.00 06:55 0.00 5.68 1.00 1.00 0.00 0.00 0.00 07: 00 0.00 5.68 1.00 1.00 0.00 0.00 0.00 07:05 0.00 5.67 1.00 1.00 0.00 0.00 0.00 07:10 0.00 5.66 1.00 1.00 0.00 0.00 0.00 07:15 0.00 5.66 1.00 1.00 0.00 0.00 0.00 07:20 0.00 5.65 1.00 1.00 0.00 0.00 0.00 07:25 0.00 5,64 1.00 1.00 0.00 0.00 0.00 07:30 0.00 5.64 1.00 1.00 0.00 0.00 0.00 07:35 0.00 5.63 1.00 1.00 0.00 0.00 0.00 07:40 0.00 5.62 1.00 1.00 0.00 0.00 0.00 07:45 0.00 5.62 1.00 1.00 0.00 0.00 0.00 07:50 0.00 5.61 1.00 1.00 0.00 0.00 0.00 07:55 0.00 5.60 1.00 1.00 0.00 0.00 0.00 08:00 0.00 5.60 1.00 1.00 0.00-0.00 0.00 08:05 0.00 5.59 1.00 1.00 0.00 0.00 0.00 08:10 0.00 5.58 1.00 1.00 0.00 0.00 0.00 i 08:15 0.00 5.58 1.00 1.00 0.00 0.00 0.00 { 08:20 0.00 5.57 1.00 1.00 0.00 0.00 0.00 I 08:25 0.00 5.56 1.00 1.00 0.00 0.00 0.00 08:30 0.00 5.56 1.00 1.00 0.00 0.00 0.00 l 08:35 0.00 5.55 1.00 1.00 0.00 0.00 0.00 l i

i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=02:50 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump l MR: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet ,D4:40 640.67 0.00 0.00 0.00 90.00 0.00 0.00 04:45 640.68 0.00 0.00 0.00 90.00 0.00 0.00-04:50 640.68 0.00 0.00 0.00 90.00 0.00 0.00 04:55 640.68 0.00 0.00 0.00 90.00 0.00 0.00 05:00 640.68 0.00 0.00 0.00 90.00 0.00 0.00-l 05:05 640.68 0.00 0.00 0.00 90.00 0.00 0.00 05:10 640.68 0.00 0.00 0.00 90.00 0.00 0.00 05:15 640.68 0.00 0.00 0.00 90.00 0.00 0.00 05:20 640.69 0.00 0.00 0.00 90.00 0.00 0.00 05:25 640.69 0.00 0.00 0.00 90.00 0.00 0.00 05:30 640.69 0.00 0.00 0.00 90.00 0.00 0.00 05:35 640.69 0.00 0.00 0.00 90.00 0.00 0.00' 05:40 640.69 0.00 0.00 0.00 90.00 0.00 0.00 i 05:45 640.69 0.00 0.00 0.00 90.00 0.00 0.00 05:50 640.69 0.00 0.00 0.00 90.00 0.00 0.00 05:55 640.70 0.00 0.00 0.00 90.00 0.00 0.00 06:00 640.70 0.00 0.00 0.00 90.00 0.00 0.00 l 06:05 640.70 0.00 0.00 0.00 90.00 0.00 0.00 06:10 640.70 0.00 0.00 0.00 90.00 0.00 0.00 06:15 640.70 0.00 0.00 0.00 90.00 0.00 0.00 06:20 640.70 0.00 0.00 0.00 90.00 0.00 0.00 06:25 640.70 0.00 0.00 0.00 90.00 0.00 0.00 06:30 640.71 0.00 0.00 0.00 90.00 0.00 0.00 06:35 640.71 0.00 0.00 0.00 90.00 0.00 0.00 06:40 640.71 0.00 0.00 0.00 90.00 0.00 0.00 C/06:50 s,o6:45 640.71 0.00 0.00 0.00 90.00 0.00 0.00 640.71 0.00 0.00 0.00 90.00 0.00 0.00 06:55 640.71 0.00 0.00 0.00 90.00 0.00 0.00 l 07:00 640.71 0.00 0.00 0.00 90.00 0.00 0.00 07:05 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:10 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:15 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:20 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:25 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:30 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:35 640.72 0.00 0.00 0.00 90.00 0.00 0.00 07:40 640.73 0.00 0.00 0.00 90.00 0.00 0.00 07:45 640.73 0.00 0.00 0.00 90.00 0.00 0.00 07:50 640.73 0.00 0.00 0.00 90.00 0.00 0.00 07:55 640.73 0.00 0.00 0.00 90.00 0.00 0.00 08:00 640.73 0.00 0.00 0.00 90.00 0.00 0.00 08:05 640.73 0.00 0.00 0.00 90.00 0.00 0.00 08:10 640.73 0.00 0.00 0.00 90.00 0.00 0.00 08:15 640.73 0.00 0.00 0.00 90.00 0.00 0.00 08:20 640.74 0.00 0.00 0.00 90.00 0.00 0.00 08:25 640.74 0.00 0.00 0.00 90.00 0.00 0.00 08:30 640.74 0.00 0.00 0.00 90.00 0.00 0.00 08:35 640.74 0.00 0.00 0.00 90.00 0.00 0.00

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl j (

MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00-l 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l

00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00' [ 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 l 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 [ 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 f 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 l 01:35 68.02 7.04 0.00 1.00 0.00-0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 j 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 l 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 l 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 l 2:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 I d2:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 2:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 l 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 l 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 j 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 l 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 03:10 0.00 8.89 1.00 1.00 0.00 0.00 0.00 l 03:15 0.00 6.44 1.00 1.00 0.00 0.00 0.00 03:20 0.00 6.00 1.00 1.00 0.00 0.00 0.00 [ 03:25 0.00 5.99 1.00 1.00 0.00 0.00 0.00 t '03:30 0.00 5.99 1.00 1.00 0.00 0.00 0.00 f 03:35 0.00 5.98 1.00 1.00 0.00 0.00 0.00 03:40 0.00 5.97 1.00 1.00 0.00 0.00 0.00 l 03:45 0.00 5.97 1.00 1.00 0.00 0.00 0.00 03:50 0.00 5.96 1.00 1.00 0.00 0.00 0.00 03:55 0.00 5.95 1.00 1.00 0.00 0.00 0.00 ) 04:00 0.00 5.94 1.00 1.00 0.00 0.00 0.00 j 04:05 0.00 5.94 1.00 1.00 0.00 0.00 0.00 l 04:10 0.00 5.93 1.00 1.00 0.00 0.00 0.00 l 04:15 0.00 5.92 1.00 1.00 0.00 0.00 0.00 04:20 0.00 5.92 1.00 1.00 0.00 0.00 0.00 04:25 0.00 5.91 1.00 1.00 0.00 0.00 0.00 04:30 0.00 5.90 1.00 1.00 0.00 0.00 0.00 04:35 0.00 5.90 1.00 1.00 0.00 0.00 0.00 I ~

SQNGE93 FLOODING CALCS FOR RHRIA-A LEAK STOPING AT T=03:05 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi Ivl-volume Hi lvl pas. sump " : MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet i (l 0:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 0:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 i H00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 i 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 L 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 f 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 ~ 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 l 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00-02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 l 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 f 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 ( C1:40 2 646.23 50.00 0.00 0.00 65.00 0.00 0.00 '2:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 l 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 i 02:55 646.99 50.00

50. 0 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50

_0 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.01 50.00 50.00 0.00 75.00 0.00 0.00 03:15 646.77 50.00 50.00 0.00 77.00 0.00 0.00 03:20 646.10 50.00 50.00 0.00 79.00 0.00 0.00 l 03:25 645.43 50.00 50.00 0.00 81.00 0.00 0.00 03:30 644.77 50.00 50.00 0.00 83.00 0.00 0.00 03:35 644.10 50.00 50.00 0.00 85.00 0.00 0.00 03:40 643.43 50.00 50.00 0.00 88.00 0.00 0.00 03:45 642.76 50.00 50.00 0.00 90.00 0.00 0.00 03:50 642.10 50.00 50.00 0.00 92.00 1.00 0.00 03:55 641.43 50.00 50.00 0.00 94.00 1.00 0.00 l 04:00 640.76 50.00 50.00 0.00 96.00 1.00 0.00 1 04:05 640.10 50.00 50.00 0.00 98.00 1.00 0.00 04:10 640.10 0.00 0.00 0.00 98.00 1.00 0.00 I 04:15 640.10 0.00 0.00 0.00 98.00 1.00 0.00 I 04:20 640.10 0.00 0.00 0.00 98.00 1.00 0.00 .I 04:25 640.10 0.00 0.00 0.00 98.00 1.00 0.00 04:30 640.10 0.00 0.00 0.00 98.00 1.00 0.00 04:35 640.10 0.00 0.00 0.00 98.00 1.00 0.00 0

.._..m I 'SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:05 -j RHRIA-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main. Flood Al TDT Rm s Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl j 7: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches ~ 04:40 0.00 5.89 1.00 1.00 0.00 0.00 0.00 i 04:45 0.00 5.88 1.00 1.00 0.00 0.00 0.00 04:50 0.00 5.88 1.00 1.00 0.00 0.00 0.00 04:55 0.00 5.87 1.00 1.00 0.00 0.00 0.00 l 05:00 0.00 5.86 1.00 1.00 0.00 0.00 0.00 j 05:05 0.00 5.85 1.00 1.00 0.00 0.00 0.00 05:10 0.00 5.85 1.00 1.00 0.00 0.00 0.00 l 05:15 0.00 5.84 1.00 1.00 0.00 0.00 0.00 05:20 0.00 5.83 1.00 1.00 0.00 -0.00 0.00 05:25 0.00 5.83 1.00 1.00 0.00 0.00 0.00 1 05:30 0.00 5.82 1.00 1.00 0.00 0.00 0.00 05:35 0.00 5.81 1.00 1.00 0.00 0.00 0.00 05:40 0.00 5.81 1.00 1.00 0.00 0.00 0.00 05:45 0.00 5.80 1.00 1.00 0.00 0.00 0.00 l 05:50 0.00 5.79 1.00 1.00 0.00 0.00 0.00 05:55 0.00 5.79 1.00 1.00 0.00 0.00 0.00 06:00 0.00 5.78 1.00 1.00 0.00 0.00 0.00 06:05 0.00 5.77 1.00 1.00 0.00 0.00 0.00 06:10 0.00 5.77-1.00 1.00 0.00 -0.00 0.00 'l 06:15 0.00 5.76 1.00 1.00 0.00 ~ 0.00 0.00. 06:20 0.00 5.75 1.00 1.00 0.00 0.00 0.00 i 06:25 0.00 5.74 1.00 1.00 0.00 0.00 0.00 06:30 0.00 5.74 1.00 1.00 0.00 0.00 0.00 06:35 0.00 5.73 1.00 1.00 0.00 0.00 0.00 [~h06:40 0.00 5.72 1.00 1.00 0.00 0.00 0.00 i \\_/06:45 0.00 5.72 1.00 1.00 0.00 0.00 0.00 i 06:50 0.00 5.71 1.00 1.00 0.00 0.00 0.00 j 06:55 0.00 5.70 1.00 1.00 0.00 0.00 0.00 07:00 0.00 5.70 1.00 1.00 0.00 0.00 0.00 07:05 0.00 5.69 1.00 1.00 0.00 0.00 0.00 07:10 0.00' 5.68 1.00 1.00 0.00 0.00 0.00 07:15 0.00 5.68 1.00 1.00 0.00 0.00 0.00 07:20 0.00 5.67 1.00 1.00 0.00 0.00 0.00 07:25 0.00 5.66 1.00 1.00 0.00 0.00 0.00 07:30 0.00 5.66 1.00 1.00 0.00 0.00 0.00 07:35 0.00 5.65 1.00 1.00 0.00 0.00 0.00' I 07:40 0.00 5.64 1.00 1.00 0.00 0.00 0.00 07:45 0.00 5.64 1.00 1.00 0.00 0.00 0.00 i 07:50 0.00 5.63 1.00 1.00 0.00 0.00 0.00. 07:55 0.00 5.62 1.00 1.00 0.00 0.00 0.00 08:00 0.00 5.62 1.00 1.00 0.00 0.00 0.00 08:05 0.00 5.61 1.00 1.00 0.00 0.00 0.00 08:10 0.00 5.60 1.00 1.00 0.00 0.00 0.00 08:15 0.00 F.60 1.00 1.00 0.00 0.00 0.00 [ 08:20 0.00 5.59 1.00 1.00 0.00 0.00 0.00 08:25 0.00 5.58 1.00 1.00 0.00 0.00 0.00 08:30 0.00 5.58 1.00 1.00 0.00 0.00 0.00 08:35 0.00 5.57 1.00 1.00 0.00 0.00 0.00 t

~. ~. i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:05. -t Elapsed _ AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi.lvl volume Hi lvl pas. sump 71R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 4:40 640.11 0.00 0.00 0.00 98.00 1.00 0.00 04:45 640.11 0.00 0.00 0.00 98.00 1.00 0.00 l 04:50 640.11 0.00 0.00 0.00 98.00 1.00 0.00 04:55 640.11 0.00 0.00 0.00 98.00 1.00 0.00 l 05:00 640.11 0.00 0.00 0.00 98.00 1.00 0.00 05:05 640.11 0.00 0.00 0.00 98.00 1.00 0.00 05:10 640.11 0.00 0.00 0.00 98.00 1.00 Ot.00 05:15 640.12 0.00 0.00 0.00 98.00 1.00 0.00 05:20 640.12 0.00 0.00 0.00 98.00 1.00 0.00 05:25 640.12 0.00 0.00 0.00 98.00 1.00 0.00 05:30 640.12 0.00 0.00 0.00 98.00 1.00 0.00 05:35 640.12 0.00 0.00 0.00 98.00 1.00 0.00 I 05:40 640.12 0.00 0.00 0.00 98.00 1.00 0.00 05:45 640.12 0.00 0.00 0.00 98.00 1.00 0.00 05:50 640.13' O.00 0.00 0.00 98.00 1.00 0.00 05:55 640.13 0.00 0.00' O.00 98.00 1.00 0.00 06:00 640.13 0.00 0.00 0.00 98.00 1.00 0.00 j 06:05 640.13 0.00 0.00 0.00 98.00 1.00 0.00 i 06:10 640.13 0.00 0.00 0.00 98.00 1.00 0.00 I 06:15 640.13 0.00 0.00 0.00 98.00 1.00 0.00 l 06:20 640.13 0.00 0.00 0.00 98.00 1.00 0.00 06:25 640.14 0.00 0.00 0.00 98.00 1.00 0.00 06:30 640.14 0.00 0.00 0.00 98.00 1.00 0.00 l 06:35 640.14 0.00 0.00 0.00 98.00 1.00 0.00 06:40 640.14 0.00 0.00 0.00 98.00 1.00 0.00 Cp6:45 640.14 0.00 0.00 0.00 98.00 1.00 0.00 06:50 640.14 0.00 0.00 0.00 98.00 1.00 0.00 l 06:55 640.14 0.00 0.00 0.00 98.00 1.00 0.00 ? 07:00 640.15 0.00 0.00 0.00 98.00 1.00 0.00-07:05 640.15 0.00 0.00 0.00 98.00 1.00 0.00 07:10 640.15 0.00 0.00 0.00 98.00 1.00 0.00 07:15 640.15 0.00 0.00 0.00 98.00 1.00 0.00 07:20 640.15 0.00 0.00 0.00 98.00 1.00 0.00 07:25 640.15 0.00 0.00 0.00 98.00 1.00 0.00 l 07:30 640.15 0.00 0.00 0.00 98.00 1.00 0.00 07:35 640.15 0.00 0.00 0.00 98.00 1.00 0.00 1 07:40 640.16 0.00 0.00 0.00 98.00 1.00 0.00 07:45 640.16 0.00 0.00 0.00 98.00 1.00 0.00-07:50 640.16 0.00 0.00 0.00 98.00 1.00 0.00 07:55 640.16 0.00 0.00 0.00 98.00 1.00 0.00 08:00 640.16 0.00 0.00 0.00 98.00 1.00 0.00 08:05 640.16 0.00 0.00 0.00 98.00 1.00 0.00 i 08:10 640.16 0.00 0.00 0.00 98.00 1.00 0.00 08:15 640.17 0.00 0.00 0.00 98.00 1.00 0.00 08:20 640.17 0.00 0.00 0.00 98.00 1.00 0.00 08:25 640.17 0.00 0.00 0.00 98.00 1.00 0.00 ] 08:30 640.17 0.00 0.00 0.00 98.00 1.00 0.00 08:35 640.17 0.00 0.00 0.00 98.00 1.00 0.00 l l .=.

A4 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:20 RHR1A-A Elev. 653 l Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm /"S Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl i,,ihR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches s 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t 00:30 0.00 0.00 0.00 0.00 0 00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 l 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 l 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 'O.00 0.00 0.00 j 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 i' 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 l 02:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 002:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 i 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 ) 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 03:25 0.00 8.89 1.00 1.00 0.00 0.00 0.00 03:30 0.00 6.44 1.00 1.00 0.00 0.00 0.00 03:35 0.00 6.00 1.00 1.00 0.00 0.00 0.00 03:40 0.00 5.99 1.00 1.00 0.00 0.00 0.00 03:45 0.00 5.99 1.00 1.00 0.00 0.00 0.00 03:50 0.00 5.98 1.00 1.00 0.00 0.00 0.00 03:55 0.00 5.97 1.00 1.00 0.00 0.00 0.00 l' 04:00 0.00 5.97 1.00 1.00 0.00 0.00 0.00 04:05 0.00 5.96 1.00 1.00 0.00 -0.00 0.00 04:10 0.00 5.95 1.00 1.00 0.00 0.00 0.00 04:15 0.00 5.94 1.00 1.00 0.00 0.00 0.00 l 04:20 0.00 5.94 1.00 1.00 0.00 0.00 0.00 l 04:25 0.00 5.93 1.00 1.00 0.00 0.00 0.00 04:30 0.00 5.92 1.00 1.00 0.00 0.00 0.00 l 04:35 0.00 5.92 1.00 1.00 0.00 0.00 0.00 l i ?

l t SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:20 l Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump 4R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00' 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 l 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 i 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 I 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 i 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 l 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 i 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 i ( 02:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 j 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.09 50.00 50.00 0.00 81.00 0.00 0.00 03:30 646.05 50.00 50.00 0.00 83.00 0.00 0.00 i 03:35 646.18 50.00 50.00 0.00 85.00 0.00 0.00 03:40 645.52 50.00 50.00 0.00 88.00 0.00 0.00 03:45 644.85 50.00 50.00 0.00 90.00 0.00 0.00 I 03:50 644.18 50.00 50.00 0.00 92.00 1.00 0.00 I 03:55 643.52 50.00 50.00 0.00 94.00 1.00 0.00 04:00 642.85 50.00 50.00 0.00 96.00 1.00 0.00 F 04:05 642.18 50.00 50.00 0.00 98.00 1.00 0.00 04:10 641.52 50.00 50.00 0.00 100.00 1.00 0.00 04:15 640.85 50.00 50.00 0.00 102.00 1.00 0.00 04:20 640.18 50.00 50.00 0.00 102.00 1.00 0.00 04:25 640.85 0.00 0.00 0.00 102.00 1.00 0.00 04:30 640.85 0.00 0.00 0.00 102.00 1.00 0.00 04:35 640.85 0.00 0.00 0.00 102.00 1.00 0.00 0

^ lSQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:20 l RHR1A-A Elev. 1 "3 1 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm I ) Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O Ivl k R: MIN -gpm inches inches 0=N;1=Y inches 0=N;1=Y inches m 04:40 0.00 5.91 1.00 1.00 0.00 0.00 0.00 04:45 0.00 5.90 1.00 1.00 0.00 0.00 0.00 04:50 0.00 5.90 1.00 1.00 0.00 0.00 0.00 04:55 0.00 5.89 1.00 1.00 0.00 0.00 0.00 l' 05:00 0.00 5.88 1.00 1.00 0.00 0.00 0.00 05:05 0.00 5.88 1.00 1.00 0.00 0.00 0.00 05:10 0.00 5.87 1.00 1.00 0.00 0.00 0.00 05:15 0.00 5.86 1.00 1.00 0.00 0.00 0.00 05:20 0.00 5.85 1.00 1.00 0.00 0.00 0.00 05:25 0.00 5.85 1.00 1.00 0.00 0.00 0.00 05:30 0.00 5.84 1.00 1.00 0.00 0.00 0.00 05:35 0.00 5.83 1.00 1.00 0.00 0.00 0.00 l 05:40 0.00 5.83 1.00 1.00 0.00 0.00 0.00 05:45 0.00 5.82 1.00 1.00 0.00 0.00 0.00 05:50 0.00 5.81 1.00 1.00 0.00 0.00 0.00 j 05:55 0.00 5.81 1.00 1.00 0.00 0.00 0.00 06:00 0.00 5.80 1.00 1.00 0.00 0.00 0.00 { 06:05 0.00 5.79 1.00 1.00 0.00 0.00 0.00 06:10 0.00 5.79 1.00 1.00 0.00 0.00 0.n0 06:15 0.00 5.78 1.00 1.00 0.00 0.00 0.00 .[ 06:20 0.00 5.77 1.00 1.00 0.00 0.00 0.00 06:25 0.00 5.77 1.00 1.00 0.00 0.00 0.00 06:30 0.00 5.76 1.00 1.00 0.00 0.00 0.00 Cb6:40 06:35 0.00 5.75 1.00 1.00 0.00 0.00 0.00 i 0.00 5.74 1.00 1.00 0.00 0.00 0.00 l 06:45 0.00 5.74 1.00 1.00 0.00 0.00 0.00 06:50 0.00 5.73 1.00 1.00 0.00 0.00 0.00 06:55 0.00 5.72 1.00 1.00 0.00 0.90 0.00 07:00 0.00 5.72 1.00 1.00 0.00 0.00 0.00-l 07:05 0.00 5.71 1.00 1.00 0.00 0.00 0.00 1 07:10 0.00 5.70 1.00 1.00 0.00 0.00 0.00 I 07:15 0.00 5.70 1.00 1.00 0.00 0.00 0.00 07:20 0.00 5.69 1.00 1.00 0.00 0.00 0.00 1 07:25 0.00 5.68 1.00 1.00 0.00 0.00 0.00 5 07:30 0.00 5.68 1.00 1.00 0.00 0.00 0.00 07:35 0.00 5.67 1.00 1.00 0.00 0.00 0.00 + 07:40 0.00 5.66 1.00 1.00 0.00 0.00 0.00 j 07:45 0.00 5.66 1.00 1.00 0.00 0.00 0.00 07:50 0.00 5.65 1.00 1.00 0.00 0.00 0.00 I 07:55 0.00 5.64 1.00 1.00 0.00 0.00 0.00 j 08:00 0.00 5.64 1.00 1.00 0.00 0.00 0.00 08:05 0.00 5.63 1.00 1.00 0.00 0.00 0.00 t 08:10 0.00 5.62 1.00 1.00 0.00 0.00 0.00 f 08:15 0.00 5.62 1.00 1.00 0.00 0.00 0.00 { 08:20 0.00 5.61 1.00 1.00 0.00 0.00 0.00 t 08:25 0.00 5.60 1.00 1.00 0.00 0.00 0.00 08:30 0.00 5.60 1.00 1.00 0.00 0.00 0.00 l 08:35 0.00 5.59 1.00 1.00 0.00 0.00 0.00 I

I SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:20 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump ('fR: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet id O4:40 640.86 0.00 0.00 0.00 102.00 1.00 0.00 04:45 640.86 0.00 0.00 0.00 102.00 1.00 0.00 04:50 640.86 0.00 0.00 0.00 102.00 1.00 0.00 04:55 640.36 0.00 0.00 0.00 102.00 1.00 0.00 05:00 640.86 0.00 0.00 0.00 102.00 1.00 0.00 05:05 640.86 0.00 0.00 0.00 102.00 1.00 0.00 a 05:10 640.86 0.00 0.00 0.00 102.00 1.00 0.00 05:15 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:20 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:25 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:30 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:35 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:40 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:45 640.87 0.00 0.00 0.00 102.00 1.00 0.00 05:50 640.88 0.00 0.00 0.00 102.00 1.00 0.00-05:55 640.88 0.00 0.00 0.00 102.00 1.00 0.00 06:00 640.88 0.00 0.00 0.00 102.00 1.00 0.00 06:05 640.88 0.00 0.00 0.00 102.00 1.00 0.00 06:10 640.88 0.00 0.00 0.00 102.00 1.00 0.00 06:15 640.88 0.00 0.00 0.00 102.00 1.00 0.00 06:20 640.88 0.00 0.00 0.00 102.00 1.00 0.00 06:25 640.89 0.00 0.00 0.00 102.00 1.00 0.00 '06:30 640.89 0.00 0.00 0.00 102.00 1.00 0.00 06:35 640.89 0.00 0.00 0.00 102.00 1.00 0.00 1 06:40 640.89 0.00 0.00 0.00 102.00 1.00 0.00 0 06:45 640.89 0.00 0.00 0.00 102.00 1.00 0.00 06:50 640.89 0.00 0.00 0.00 102.00 1.00 0.00 06:55 640.89 0.00 0.00 0.00 102.00 1.00 0.00 07:00 640.89 0.00 0.00 0.00 102.00 1.00 0.00 i 07:05 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:10 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:15 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:20 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:25 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:30 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:35 640.90 0.00 0.00 0.00 102.00 1.00 0.00 07:40 640.91 0.00 0.00 0.00 102.00 1.00 0.00 07:45 640.91 0.00 0.00 0.00 102.00 1.00 0.00 07:50 640.91 0.00 0.00 0.00 102.00 1.00 0.00 07:55 640.91 0.00 0.30 0.00 102.00 1.00 0.00 08:00 640.91 0.00 0.00 0.00 102.00 1.00 0.00 1 08:05 640.91 0.00 0.00 0.00 102.00 1.00 0.00 08:10 640.91 0.00 0.00 0.00' 102.00 1.00 0.00 08:15 640.92 0.00 0.00 0.00 102.00 1.00 0.00 08:20 640.92 0.00 0.00 0.00 102.00 1.00 0.00 08:25 640.92 0.00 0.00 0.00 102.00 1.00 0.00 08:30 640.92 0.00 0.00 0.00 102.00 1.00 0.00 08:35 640.92 0.00 0.00 0.00 102.00 1.00 0.00 e O V

=- ~ J SQNGE93' FLOODING CALCS FOR RHRIA-A LEAK STOPING AT T=03:35 ) RHR1A-A Elev. 653 i Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm /~T Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25_ H2O lvl tR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 i 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00-l 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 r 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 t 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 I 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 i 0 02:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 i 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 03:20 104.34 12.29 8.87 1.00 0.02 0.00. 0.00 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00 03:30 104.34 12.29 8.95 1.00 0.02 0.00 0.00 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00 03:40 0.00 8.89 1.00 1.00 0.00 0.00 0.00 1 03:45 0.00 6.44 1.00 1.00 0.00' O.00 0.00 { 03:50 0.00 6.00 1.00 1.00 0.00 0.00 0.00 1 03:55 0.00 5.99 1.00 1.00 0.00 0.00 0.00 04:00 0.00 5.99 1.00 1.00 0.00 0.00 0.00 04:05 0.00 5.98 1.00 1.00 0.00 0.00 0.00 04:10 0.00 5.97 1.00 1.00 0.00 0.00 0.00 04:15 0.00 5.97 1.00 1.00 0.00 0.00 0.00 04:20 0.00 5.96 1.00 1.00 0.00 0.00 0.00 04:25 0.00 5.95 1.00 1.00 0.00 0.00 0.00 04:30 0.00 5.94 1.00 1.00 0.00 0.00 0.00 04:35 0.00 5.94 1.00 1.00 0.00 0.00 0.00 i

i ~ 1 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:35 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump i 3: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet v 00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 i 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00

0. 0,

0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 2:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 03:30 647.22 50.00 50.00 0.00 83.00 0.00 0.00 03:35 647.24 50.00 50.00 0.00 85.00 0.00 0.00 03:40 647.19 50.00 50.00 0.00 88.00 0.00 0.00 03:45 646.95 50.00 50.00 0.00 90.00 0.00 0.00 03:50 646.28 50.00 50.00 0.00 92.00 1.00 0.00 03:55 645.61 50.00 50.00 0.00 94.00 1.00 0.00 I 04:00 644.95 50.00 50.00 0.00 96.00 1.00 0.00 04:05 644.28 50.00 50.00 0.00 98.00 1.00 0.00 04:10 643.61 50.00 50.00 0.00 100.00 1.00 0.00 04:15 642.94 50.00 50.00 0.00 102.00 1.00 0.00 04:20 642.28 50.00 50.00 0.00 102.00 1.00 0.00 04:25 642.28 50.00 50.00 0.00 102.00 1.00 0.00 04:30 642.28 50.00 50.00 0.00 102.00 1.00 0.00 04:35 642.28 50.00 50.00 0.00 102.00 1.00 0.00 0 9

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm (\\a}R: MIN Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl gpm inches inches 0=N;1=Y inches 0=N;1=Y inches -04:40 0.00 5.93 1.00 1.00 0.00 0.00 0.00 04:45 0.00 5.92 1.00 1.00 0.00 0.00 0.00 04:50 0.00 5.92 1.00 1.00 0.00 0.00 0.00 04: 55 0.00 5.91 1.00 1.00 0.00 0.00 0.00 05:00 0.00 5.90 1.00 1.00 0.00 0.00 0.00 .05:05 0.00 5.90 1.00 1.00 0.00 0.00 0.00 05:10 0.00 5.89 1.00 1.00 0.00 0.00 0.00 05:15 0.00 5.88 1.00 1.00 0.00 0.00 0.00 05:20 0.00 5.88 1.00 1.00 0.00 0.00 0.00 05:25 0.00 5.87 1.00 1.00 0.00 0.00 0.00 05:30 0.00 5.86 1.00 1.00 0.00 0.00 0.00 05:35 0.00 5.85 1.00 1.00 0.00 0.00 0.00 05:40 0.00 5.85 1.00 1.00 0.00 0.00 0.00 05:45 0.00 5.84 1.00 1.00 0.00 0.00 0.00 05:50 0.00 5.83 1.00 1.00 0.00 0.00 0.00 05:55 0.00 5.83 1.00 1.00 0.00 0.00 0.00 06:00 0.00 5.82 1.00 1.00 0.00 0.00 0.00 I 06:05 0.00 5.81 1.00 1.00 0.00 0.00 0.00 06:10 0.00 5.81 1.00 1.00 0.00 0.00 0.00 06:15 0.00 5.80 1.00 1.00 0.00 0.00 0.00 06:20 0.00 5.79 1.00 1.00 0.00 0.00 0.00 06:25 0.00 5.79 1.00 1.00 0.00 0.00 0.00 06:30 0.00 5.78 1.00 1.00 0.00 0.00 0.00 06:35 0.00 5.77 1.00 1.00 0.00 0.00 0.00 006:40 0.00 5.77 1.00 1.00 0.00 0.00 0.00 06:45 0.00 5.76 1.00 1.00 0.00 0.00 0.00 06:50 0.00 5.75 1.00 1.00 0.00 0.00 0.00 06:55 0.00 5.74 1.00 1.00 0.00 0.00 0.00 07:00 0.00 5.74 1.00 1.00 0.00 0.00 0.00 07:05 0.00 5.73 1.00 1.00 0.00 0.00 0.00 07:10 0.00 5.72 1.00 1.00 0.00 0.00 0.00 07:15 0.00 5.72 1.00 1.00 0.00 0.00 0.00 07:20 0.00 5.71 1.00 1.00 0.00 0.00 0.00 07:25 0.00 5.70 1.00 1.00 0.00 0.00 0.00 i 07:30 0.00 5.70 1.00 1.00 0.00 0.00 0.00 07:35 0.00 5.69 1.00 1.00 0.00 0.00 0.00 07:40 0.00 5.68 1.00 1.00 0.00 0.00 0.00 07:45 0.00 5.68 1.00 1.00 0.00 0.00' O.00 07:50 0.00 5.67 1.00 1.00 0.00 0.00 0.00 07:55 0.00 5.66 1.00 1.00 0.00 0.00 0.00 08:00 0.00 5.66 1.00 1.00 0.00 0.00 0.00 08:05 0.00 5.65 1.00 1.00 0.00 0.00 0.00 08:10 0.00 5.64 1.00 1.00 0.00 0.00 0.00 08:15 0.00 5.64 1.00 1.00 0.00 0.00 0.00 08:20 0.00 5.63 1.00 1.00 0.00 0.00 0.00 08:25 0.00 5.62 1.00 1.00 0.00 0.00 0.00 08:30 0.00 5.62 1.00 1.00 0.00 0.00 0.00 08:35 0.00 5.61 1.00 1.00 0.00 0.00 0.00 t 1 .,,m y

5 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=03:35 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg . Time sm. sump 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump OR: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet [ 04:40 642.28 50.00 50.00 0.00 102.00 1.00 0.00 04:45 642.28 50.00 50.00 0.00 102.00 1.00 0.00 04:50 642.29 50.00 50.00 0.00 102.00 1.00 0.00 04:55 642.29 50.00 50.00 0.00 102.00 1.00 0.00 05:00 642.29 50.00 50.00 0.00 102.00 1.00 0.00 l 05:05 642.29 50.00 50.00 0.00 102.00 1.00 0.00 05:10 642.29 50.00 50.00 0.00 102.00 1.00 0.00 j 05:15 642.29 50.00 50.00 0.00 102.00 1.00 0.00 05:20 642.29 50.00 50.00 0.00 102.00 1.00 0.00 05:25 642.30 50.00 50.00 0.00 102.00 1.00 0.00 l 05:30 642.30 50.00 50.00 0.00 102.00 1.00 0.00 [ 05:35 642.30 50.00 50.00 0.00 102.00 1.00 0.00 05:40 642.30 50.00 50.00 0.00 102.00 1.00 0.00 05:45 642.30 50.00 50.00 0.00 102.00 1.00 0.00 05:50 642.30 50.00 50.00 0.00 102.00 1.00 0.00 05:55 642.30 50.00 50.00 0.00 102.00 1.00 0.00 06:00 642.31 50.00 50.00 0.00 102.00 1.00 0.00 06:05 642.31 50.00 50.00 0.00 102.00 1.00 0.00 l 06:10 642.31 50.00 50.00 0.00 102.00 1.00 0.00 06:15 642.31 50.00 50.00 0.00 102.00 1.00 0.00 06:20 642.31 50.00 50.00 0.00 102.00 1.00 0.00 l 06:25 642.31 50.00 50.00 0.00 102.00 1.00 0.00 06:30 642.31 50.00 50.00 0.00 102.00 1.00 0.00 t 06:35 642.32 50.00 50.00 0.00 102.00 1.00 0.00 642.32 50.00 50.00 0.00 102.00 1.00 0.00 'l

0. 06:40 06:45 642.32 50.00 50.00 0.00 102.00 1.00 0.00 06:50 642.32 50.00 50.00 0.00 102.00 1.00 0.00 t

06:55 642.32 50.00 50.00 0.00 102.00 1.00 0.00 [ 07:00 642.32 50.00 50.00 0.00 102.00 1.00 0.00 07:05 642.32 50.00 50.00 0.00 102.00 1.00 0.00 07:10 642.33 50.00 50.00 0.00 102.00 1.00 0.00 l 07:15 642.33 50.00 50.00 0.00 102.00 1.00 0.00 l 07:20 G42.33 50.00 50.00 0.00 102.00 1.00 0.00 l 07:25 642.33 50.00 50.00 0.00 102.00 1.00 0.00 07:30 642.33 50.00 50.00 0.00 102.00 1.00 0.00 07:35 642.33 50.00 50.00 0.00 102.00 1.00 0.00 j 07:40 642.33 50.00 50.00 0.00 102.00 1.00 0.00 07:45 642.33 50.00 50.00 0.00 102.00 1.00 0.00 07:50 642.34 50.00 50.00 0.00 102.00 1.00 0.00 l 07:55 642.34 50.00 50.00 0.00 102.00 1.00 0.00 i 08:00 642.34 50.00 50.00 0.00 102.00 1.00 0.00 08:05 642.34 50.00 50.00 0.00 102.00 1.00 0.00 08:10 642.34 50.00 50.00 0.00 102.00 1.00 0.00 08:15 642.34 50.00 50.00 0.00 102.00 1.00 0.00 08:20 642.34 50.00 50.00 0.00 102.00 1.00 0.00 08:25 642.35 50.00 50.00 0.00 102.00 1.00 0.00 08:30 642.35 50.00 50.00 0.00 102.00 1.00 0.00 08:35 642.35 50.00 50.00 0.00 102.00 1.00 0.00 0

~ _ i l-lO i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm-Door Flood Al Main Flood Al TDT Rm [} Time leakage H2O ivl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl e .N_IR: MIN gom inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 [ 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 1 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 i 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 l' 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 104.34 11.71 0.00 1.00 0.00 0.00 0.00 002:30 02:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 [ 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 [ 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00 03:30 104.34 12.29 8.95 1.00 0.02 0.00 0.00 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00 03:40 104.34 12.29 9.01 1.00 0.02 0.00 0.00 03:45 104.34 12.29 9.22 1.00 0.03 0.00 0.00 03:50 104.34 12.29 9.05 1.00 0.02 0.00 0.00 l 03:55 104.34 12.29 9.19 1.00 0.03 0.00 0.00 04:00 104.34 12.29 9.07 1.00 0.02 0.00 0.00 ] 04:05 104.34 12.29 9.17 1.00 0.03 0.00 0.00 04:10 0.00 8.89 1.00 1.00 0.00 0.00 0.00 04:15 0.00 6.44 1.00 1.00 0.00 0.00 0.00 04:20 0.00 6.00 1.00 1.00 0.00 0.00 0.00 l 04:25 0.00 5.99 1.00 1.00 0.00 0.00 0.00 04:30 0.00 5.99 1.00 1.00 0.00 0.00 0.00 04:35 0.00 5.98 1.00 1.00 0.00 0.00 0.00

. SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04 :05 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump 1R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00_ 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 4 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 l 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 l 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 -l I 01: 50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 l 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 i 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 l 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 002:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 j 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 03:30 647.22 50.00 50.00 0.00 83.00 0.00 0.00-03:35 647.24 50.00 50.00 0.00 85.00 0.00 0.00 03:40 647.28 50.00 50.00 0.00 88.00 0.00 0.00 i 03:45 647.30 50.00 50.00 0.00 90.00 0.00 0.00 03:50 647.33 50.00 50.00 0.00 92.00 1.00 0.00 03:55 647.36 50.00 50.00 0.00 94.00 1.00 0.00 04:00 647.39 50.00 50.00 0.00 96.00 1.00 0.00 04:05 647.42 50.00 50.00 0.00 98.00 1.00 0.00 04:10 647.36 50.00 50.00 0.00 100.00 1.00 0.00 04:15 647.12 50.00 50.00 0.00 102.00 1.00 0.00 i 04:20 646.46 50.00 50.00 0.00 102.00 1.00 0.00 l 04:25 646.46 50.00 50.00 0.00 102.00 1.00 0.00 04:30 646.46 50.00 50.00 0.00 102.00 1.00 0.00 04:35 646.46 50.00 50.00 0.00 102.00 1.00 0.00 0

l t SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm - Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl i R: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches [ 04:40 0.00 5.97 1.00 1.00 0.00 0.00 0.00 l 04:45 0.00 5.97 1.00 1.00 0.00 0.00 0.00 j 04:50 0.00 5.96 1.00 1.00 0.00 0.00 0.00 04:55 0.00 5.95 1.00 1.00 0.00 0.00 0.00 [ 05:00 0.00 5.94 1.00 1.00 0.00 0.00 0.00 05:05 0.00 5.94 1.00 1.00 0.00 0.00 0.00 l 05:10 0.00 5.93 1.00 1.00 0.00 0.00 0.00 l 05:15 0.00 5.92 1.00 1.00 0.00 0.00 0.00 [ 05:20 0.00 5.92 1.00 1.00 0.00 0.00 0.00 [ 05:25 0.00 5.91 1.00 1.00 0.00 0.00 0.00 05:30 0.00 5.90 1.00 1.00 0.00 0.00 0.00 7 05:35 0.00 5.90 1.00 1.00 0.00 0.00 0.00 i 05:40 0.00 5.89 1.00 1.00 0.00 0.00-0.00 i 05:45 0.00 5.88 1.00 1.00 0.00 0.00 0.00 05:50 0.00 5.88 1.00 1.00 0.00 0,00 0.00 05:55 0.00 5.87 1.00 1.00 0.00 0.00 0.00 j 06:00 0.00 5.86 1.00 1.00 0.00 0.00 0.00 06:05 0.00 5.85 1.00 1.00 0.00 0.00 0.00 06:10 0.00 5.85 1.00 1.00 0.00 0.00 0.00 06:15 0.00 5.84 1.00 1.00 0.00 0.00 0.00 06:20 0.00 5.83 1.00 1.00 0.00 0.00 0.00 06:25 0.00 5.83 1.00 1.00 0.00 0.00 0.00 06:30 0.00 5.82 1.00 1.00 0.00 0.00 0.00 06:35 0.00 5.81 1.00 1.00 0.00 0.00 0.00 [ 0 06:40 0.00 5.81 1.00 1.00 0.00 0.00 0.00 06:45 0.00 5.80 1.00 1.00 0.00 0.00 0.00 06:50 0.00 5.79 1.00 1.00 0.00 0.00 0.00 06:55 0.00 5.79 1.00 1.00 0.00 0.00 0.00 07:00 0.00 5.78 1.00 1.00 0.00 0.00 0.00 ':05 0.00 5.77 1.00 1.00 0.00 0.00 0.00 O'i:10 0.00 5.77 1.00 1.00 0.00 0.00 0.00 07:15 0.00 5.76 1.00 1.00 0.00 0.00 0.00 07:20 0.00 5.75 1.00 1.00 0.00 0.00 0.00 i 07:25 0.00 5.74 1.00 1.00 0.00 0.00 0.00 07:30 0.00 5.74 1.00 1.00 0.00 0.00 0.00 07:35 0.00 5.73 1.00 1.00 0.00 0.00 0.00 07:40 0.00 5.72 1.00 1.00 0.00 0.00 0.00 07:45 0.00 5.72 1.00 1.00 0.00 0.00 0.00 07:50 0.00 5.71 1.00 1.00 0.00 0.00 0.00 i 07:55 0.00 5.70 1.00 1.00 0.00 0.00 0.00 f 08:00 0.00 5.70 1.00 1.00 0.00 0.00 0.00 08:05 0.00 5.69 1.00 1.00 0.00 0.00 0.00 1 08:10 0.00 5.68 1.00 1.00 0.00 0.00 0.00 08:15 0.00 5.68 1.00 1.00 0.00 0.00 0.00 [ 08:20 0.00 5.67 1.00 1.00 0.00 0.00 0.00 08:25 0.00 5.66 1.00 1.00 0.00 0.00 0.00 08:30 0.00 5.66 1.00 1.00 0.00 0.00 0.00 08:35 0.00 5.65 1.00 1.00 0.00 0.00 0.00 ([3) i

=- l SQNGE93 FLOODING CALCS FOR RHR1A-A. LEAK STOPING AT T=04:05 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg i Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump feet gpm gpm. 0=N;1=Y 0=N;1=Y feet OR: MIN 04:40 646.46 50.00 50.00 0.00 102.00 1.00 0.00 04:45 646.46 50.00 50.00 0.00 102.00 1.00 0.00 l 04:50 646.47 50.00 50.00 0.00 102.00 1.00 0.00 i 04:55 646.47 50.00 50.00 0.00 102.00 1.00 0.00 05:00 646.47 50.00 50.00 0.00 102.00 1.00 0.00 05:05 646.47 50.00 50.00 0.00 102.00 1.00 0.00 f 05:10 646.47 50.00 50.00 0.00 102.00 1.00 0.00 05:15 646.47 50.00 50.00 0.00 102.00 1.00 0.00 05:20 646.47 50.00 50.00 0.00 102.00 1.00 0.00 '05:25 646.48 50.00 50.00 0.00 102.00 1.00 0.00 05:30 646.48 50.00 50.00 0.00 102.00 1.00 0.00 05:35 646.48 50.00 50.00 0.00 102.00 1.00 0.00 05:40 646.48 50.00 50.00 0.00 102.00 1.00 0.00 05:45 646.48 50.00 50.00 0.00 102.00 1.00 0.00 6 05:50 646.48 50.00 50.00 0.00 102.00 1.00 0.00 05:55 646.48 50.00 50.00 0.00 102.00 1.00 0.00 06:00 646.49 50.00 50.00 0.00 102.00 1.00 0.00 06:05 646.49 50.00 50.00 0.00 102.00 1.00 0.00 06:10 646.49 50.00 50.00 0.00 102.00 1.00 0.00 l 06:15 646.49 50.00 50.00 0.00 102.00 1.00 0.00 06:20 646.49 50.00 50.00 0.00 102.00 1.00 0.00 l 06:25 646.49 50.00 50.00 0.00 102.00 1.00 0.00 06:30 646.49 50.00 50.00 0.00 102.00 1.00 0.00 06:35 646.50 50.00 50.00 0.00 102.00 1.00 0.00 06:40 646.50 50.00 50.00 0.00 102.00 1.00 0.00 0 06:45 646.50 50.00 50.00 0.00 102.00 1.00 0.00 06:50 646.50 50.00 50.00 0.00 102.00 1.00 0.00 06:55 646.50 50.00 50.00 0.00 102.00 1.00 0.00 07:00 646.50 50.00 50.00 0.00 102.00 1.00 0.00 07:05 646.50 50.00 50.00 0.00 102.00 1.00 0.00 07:10 646.51 50.00 50.00 0.00 102.00 1.00 0.00 p 07:15 646.51 50.00 50.00 0.00 102.00 1.00 0.00 07:20 646.51 50.00 50.00 0.00 102.00 1.00 0.00 07:25 646.51 50.00 50.00 0.00 102.00 1.00 0.00 j 07:30 646.51 50.00 50.00 0.00 102.00 1.00 0.00 07:35 646.51 50.00 50.00 0.00 102.00 1.00 0.00 l 07:40 646.51 50.00 50.00 0.00 102.00 1.00 0.00 07:45 646.52 50.00 50.00 0.00 102.00 1.00 0.00 07:50 646.52 50.00 50.00 0.00 102.00 1.00 0.00 07:55 646.52 50.00 50.00 0.00 102.00 1.00 0.00 08:00 646.52 50.00 50.00 0.00 102.00 1.00 0.00 08:05 646.52 50.00 50.00 0.00 102.00 1.00 0.00 08:10 646.52 50.00 50.00 0.00 102.00 1.00 0.00 08:15 646.52 50.00 50.00 0.00 102.00 1.00 0.00 08:20 646.53 50.00 50.00 0.00 102.00 1.00 0.00 08:25 646.53 50.00 50.00 0.00 102.00 1.00 0.00 l 08:30 646.53 50.00 50.00 0.00 102.00 1.00 0.00 i 08:35 646.53 50.00 50.00 0.00 102.00 1.00 0.00 l 4 a

,jl ^ -SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04:35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm l Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl IR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00' O.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.07 0.00 0.00 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 104.34 12.29 10.59 1.00 0.05 0.00 0.00 002:35 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00 03:30 104.34 12.29 8.95 1.00 0.02 0.00 0.00 4 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00 l 03:40 104.34 12.29 9.01 1.00 0.02 0.00 0.00 03:45 104.34 12.29 9.22 1.00 0.03 0.00 0.00 03:50 104.34 12.29 9.05 1.00 0.02 0.00 0.00 03:55 104.34 12.29 9.19 1.00 0.03 0.00 0.00 04:00 104.34 12.29 9.07 1.00 0.02 0.00 0.00 04:05 104.34 12.29 9.17 1.00 0.03 0.00 0.00 04:10 104.34 12.29 9.09 1.00 0.02 0.00 0.00 04:15 104.34 12.29 9.15 1.00 0.02 0.00 0.00 04:20 104.34 12.29 9.10 1.00 0.02 0.00 0.00 04:25 104.34 12.29 9.14 1.00 0.02 0.00 0.00 04:30 104.34 12.29 9.11 1.00 0.02 0.00 0.00 04:35 104.34 12.29 9.14 1.00 0.02 0.00 0.00 n m

i SONGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04:35 Elapsed AuxBldg sm. sump sm. sump sm. sump. TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump ( 4,1R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet .i 00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 1 ] 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 t 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 i 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:26 645.32 50.00 0.00 0.00 '61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 0 02:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 l 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 1 03:30 647.22 50.00 50.00 0.00 83.00 0.00 0.00 03:35 647.24 50.00 50.00 0.00 85.00 0.00. 0.00 03:40 647.28 50.00 50.00 0.00 88.00 0.00 0.00 03:45 647.30 50.00 50.00 0.00 90.00 0.00 0.00 03:50 647.33 50.00 50.00 0.00 92.00 1.00 0.00 [ 03:55 647.36 50.00 50.00 0.00 94.00 1.00 0.00 04:00 647.39 50.00 50.00 0.00 96.00 1.00 0.00 04:05 647.42 50.00 50.00 0.00 98.00 1.00 0.00 04:10 647.45 50.00 50.00 0.00 100.00 1.00 0.00 l 04:15 647.48 50.00 50.00 0.00 102.00 1.00 0.00 04:20 647.51 50.00 50.00 0.00 102.00 1.00 0.00 04:25 648.21 50.00 50.00 0.00 102.00 1.00 0.00 04:30 648.91 50.00 50.00 0.00 102.00 1.00 0.00 04:35 649.61 50.00 50.00 1.00 102.00 1.00 0.00 t O i

i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04:35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm _ Door Flood Al Main Flood Al TDT Rm p Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl i \\s,JR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches l 04:40 0.00 8.89 1.00 1.00 0.00 0.00 0.00 j 04:45 0.00 6.44 1.00 1.00 0.00 0.00. 'O.00 04:50 0.00 6.00 1.00 1.00 0.00 0.00 0.00 t 04:55 0.00 5.99 1.00 1.00 0.00 0.00 0.00 05:00 0.00 5.99 1.00 1.00 0.00 0.00 0.00 l 05:05 0.00 5.98 1.00 1.00 0.00 0.00 0.00 j 05:10 0.00 5.97 1.00 1.00 0.00 0.00 0.00 05:15 0.00 5.97 1.00 1.00 0.00 0.00 0.00 05:20 0.00 5.96 1.00 1.00 0.00 0.00 0.00 05:25 0.00 5.95 1.00 1.00 0.00 0.00 0.00 l 05:30 0.00 5.94 1.00 1.00 0.00 0.00 0.00 05:35 0.00 5.94 1.00 1.00 0.00-0.00 0.00 05:40 0.00 5.93 1.00 1.00 0.00 0.00 0.00 f 05:45 0.00 5.92 1.00 1.00 0.00 0.00 0.00 05:50 0.00 5.92 1.00 1.00 0.00 0.00 0.00 [ 05:55 0.00 5.91 1.00 1.00 0.00 0.00 0.00 l 06:00 0.00 5.90 1.00 1.00 0.00 0.00 0.00 06:05 0.00 5.90 1.00 1.00 0.00 0.00 0.00 [ 06:10 0.00 5.89 1.00 1.00 0.00 0.00 0.00 [ 06:15 0.00 5.88 1.00 1.00 0.00 0.00 0.00 06:20 0.00 5.88 1.00 1.00 0.00 0.00 0.00 06:25 0.00 5.87 1.00 1.00 0.00 0.00 0.00 l 06:30 0.00 5.86 1.00 1.00 0.00 0.00 0.00 l 06:35 0.00 5.85 1.00 1.00 0.00 0.00 0.00 006:45 06:40 0.00 5.85 1.00 1.00 0.00 0.00 0.00 -l 0.00 5.84 1.00 1.00 0.00 0.00 0.00 06:50 0.00 5.83 1.00 1.00 0.00 0.00 0.00 06:55 0.00 5.83 1.00 1.00 0.00 .0.00 0.00 07:00 0.00 5.82 1.00 1.00 0.00 0.00 0.00 07:05 0.00 5.81 1.00 1.00 0.00 0.00 0.00 ] 07:10 0.00 5.81 1.00 1.00 0.00 0.00 0.00 j 07:15 0.00 5.80 1.00 1.00 0.00 0.00 0.00 4 07:20 0.00 5.79 1.00 1.00 0.00 0.00 0.00 07:25 0.00 5.79 1.00 1.00 0.00 0.00 0.00 07:30 0.00 5.78 1.00 1.00 0:00 0.00 0.00 07:35 0.00 5.77 1.00 1.00 0.00 0.00 0.00 l 07:40 0.00 5.77 1.00 1.00 0.00 0.00 0.00 07:45 0.00 5.76 1.00 1.00 0.00 0.00 0.00 07:50 0.00 5.75 1.00 1.00 0.00 0.00 0.00 07:55 0.00 5.74 1.00 1.00 0.00 0.00 0.00 08:00 0.00 5.74 1.00 1.00 0.00 0.00 0.00 08:05 0.00 5.73 1.00 1.00 0.00 0.00 0.00 08:10 0.00 5.72 1.00 1.00 0.00 0.00 0.00 08:15 0.00 5.72 1.00 1.00 0.00 0.00 0.00 08:20 0.00 5.71 1.00 1.00 0.00 0.00 0.00 l 08:25 0.00 5.70 1.00 1.00 0.00 0.00 0.00 1 08:30 0.00 5.70 1.00 1.00 0.00 0.00 0.00 08:35 0.00 5.69 1.00 1.00 0.00 0.00 0.00 O

I SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=04 : 35 Elapsed' AuxBldg sm. sump sm. sump-sm. sump TDT H2O TDT AuxBldg Time sm. sump 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump 09R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 04:40 650.22 50.00 50.00 1.00 102.00 1.00 0.00 04:45 650.64 50.00 50.00 1.00 102.00 1.00 0.00 04:50 650.64 50.00 50.00 1.00 102.00 1.00 0.00 6 04:55 650.65 50.00 50.00 1.00 102.00 1.00 0.00 l 05:00 650.65 50.00 50.00 1.00 102.00 1.00 0.00 05:05 650.65 50.00 50.00 1.00 102.00 1.00 0.00 05:10 650.65 50.00 50.00 1.00 102.00 1.00 0.00 05:15 650.65 50.00 50.00 1.00 102.00 1.00 0.00 j 05:20 650.65 50.00 50.00 1.00' 102.00 1.00 0.00 05:25 650.65 50.00 50.00 1.00 102.00 1.00 0.00 l 05:30 650.66 50.00 50.00 1.00 102.00 1.00 0.00 05:35 650.66 50.00 50.00 1.00 102.00 1.00 0.00 [ 05:40 650.66 50.00 50.00 1.00 102.00 1.00 0.00 05:45 650.66 50.00 50.00 1.00 102.00 1.00 0.00 05:50 650.66 50.00 50.00 1.00 102.00 1.00 0.00 05:55 650.66 50.00 50.00 1.00 102.00 1.00 0.00 06:00 650.66 50.00 50.00 1.00 102.00 1.00 0.00 06:05 650.67 50.00 50.00 1.00 102.00 1.00 0.00 06:10 650.67 50.00 50.00 1.00 102.00 1.00 0.00 06:15 650.67 50.00 50.00 1.00 102.00 1.00 0.00 06:20 650.67 50.00 50.00 1.00 102.00 1.00 0.00 06:25 650.67 50.00 50.00 1.00 102.00 1.00' O.00 i 06:30 650.67 50.00 50.00 1.00 102.00 1.00 0.00 06:35 650.67 50.00 50.00 1.00 102.00 1.00 0.00 06:40 650.68 50.00 50.00 1.00 102.00 1.00 0.00 0 06:45 650.68 50.00 50.00 1.00 102.00 1.00 0.00 { 06:50 650.68 50.00 50.00 1.00 102.00 1.00 0.00 06:55 650.68 50.00 50.00 1.00 102.00 1.00 0.00 i 07:00 650.68 50.00 50.00 1.00 102.00 1.00 0.00 07:05 650.68 50.00 50.00 1.00 102.00 1.00 0.00 07:10 650.68 50.00 50.00 1.00 102.00 1.00 0.00 07:15 650.69 50.00 50.00 1.00 102.00 1.00 0.00 07:20 650.69 50.00 50.00 1.00 102.00 1.00 0.00 07:25 650.69 50.00 50.00 1.00 102.00 1.00 0.00 07:30 650.69 50.00 50.00 1.00 102.00 1.00 0.00 I 07:35 650.69 50.00 50.00 1.00 102.00 1.00 0.00 1 07:40 650.69 50.00 50.00 1.00 102.00 1.00 0.00 07:45 650.69 50.00 50.00 1.00 102.00 1.00 0.00 07:50 650.70 50.00 50.00 1.00 102.00 1.00 0.00 07:55 650.70 50.00 50.00 1.00 102.00 1.00 0.00 t 08:00 650.70 50.00 50.00 1.00 102.00 1.00 0.00 08:05 650.70 50.00 50.00 1.00 102.00 1.00 0.00 08:10 650.70 50.00 50.00 1.00 102.00 1.00 0.00 08:15 650.70 50.00 50.00 1.00 102.00 1.00 0.00 08:20 650.70 50.00 50.00 1.00 102.00 1.00 0.00 08:25 650.71 50.00 50.00 1.00 102.00 1.00 0.00 t 08:30 650.71 50.00 50.00 1.00 102.00 1.00 0.00 08:35 650.71 50.00 50.00 1.00 102.00 1.00 0.00 i l i i

j f~ l SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm l Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl

MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches j

00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 i 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 ) 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 j 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 l 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 l 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 t f 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 0.00 1.00 0.00 0.00_ 0.00 0 02:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 l 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 j 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 i 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00 i 03:30 104.34 12.29 8.95 1.00 0.02 0.no 0.00 l 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00 03:40 104.34 12.29 9.01 1.00 0.02 0.00 0.00 } 03:45 104.34 12.29 9.22 1.00 0.03 0.00 0.00 03:50 104.34 12.29 9.05 1.00 0.02 0.00 0.00 l 03:55 104.34 12.29 9.19 1.00 0.03 0.00 0.00 r 04:00 104.34 12.29 9.07 1.00 0.02 0.00 0.00 j 04:05 104.34 12.29 9.17 1.00 0.03 0.00 0.00 l 04:10 104.34 12.29 9.09 1.00 0.02 0.00 0.00 04:15 104.34 12.29 9.15 1.00 0.02 0.00 0.00 04:20 104.34 12.29 9.10 1.00 0.02 0.00 0.00 04:25 104.34 12.29 9.14 1.00 0.02 0.00 0.00 04:30 104.34 12.29 9.11 1.00 0.02 0.00 0.00 04:35 104.34 12.29 9.14 1.00 0.02 0.00 0.00

.m SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:05 i Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd_pmp Hi lvl volume Hi lvl pas. sump (~7R: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet f -(_j00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 l 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 t 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 l 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 [ 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 i 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 j 01:35 643.85 0.00 0.00 0.00 51.00-0.00 0.00 l 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 i 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 O2:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 { 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 j 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 ( 92:40 i 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 l 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 j 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 [ 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 1 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 l 03:30 647.22 50.00 50.00 0.00 83.00 0.00 0.00 03:35 647.24 50.00 50.00 0.00 85.00 0.00 0.00 03:40 647.28 50.00 50.00 0.00 88.00 0.00 0.00 l 03:45 647.30 50.00 50.00 0.00 90.00 0.00 0.00 03:50 647.33 50.00 50.00 0.00 92.00 1.00 0.00 [ 03:55 647.36 50.00 50.00 0.00 94.00 1.00 0.00 04:00 647.39 50.00 50.00 0.00 96.00 1.00 0.00 04:05 6s!.42 50.00 50.00 0.00 98.00 1.00 0.00 04:10 647.45 50.00 50.00 0.00 100.00 1.00 0.00 04:15 647.48 50.00 50.00 0.00 102.00 1.00 0.00 04:20 647.51 50.00 50.00 0.00 102.00 1.00 0.00 04:25 648.21 50.00 50.00 0.00 102.00 1.00 0.00 04:30 648.91 50.00 '50.00 0.00 102.00 1.00 0.00 i 04:35 649.61 50.00 50.00 1.00 102.00 1.00 0.00 t P

r SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:05 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg l Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump 'IR: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 04:40 650.30 50.00 50.00 1.00 102.00 1.00 0.00 04:45 651.00 50.00 50.00 1.00 102.00 1.00 0.00 04:50 651.68 50.00 50.00 1.00 102.00 1.00 0.00 04:55 651.90 50.00 50.00 1.00 102.00 1.00 0.00 05:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:10 652.00 50.00 50.00 1.00-102.00 1.00 0.00 05:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 06:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 t 06:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 0 06:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:05 652.00 50.00 .50.00 1.00 102.00 1.00 0.00 07:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 j 07:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 08:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 08:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 [ e +

i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm~ g Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl 4R: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 04:40 104.34 12.29 9.11 1.00 0.C2 0.00 0.00 04:45 104.34 12.29 9.13 1.00 0.02 0.00 0.00 04:50 104.34 12.29 9.12 1.00 0.02 0.00 0.00 04:55 104.34 12.29 9.13 1.00 0.02 0.00 0.00 05:00 104.34 12.29 9.12 1.00 0.30 0.00 0.14 05:05 104.34 12.29 9.13 1.00 0.51 0.00 0.33 05:10 0.00 8.89 1.00 1.00 0.61 0.00 0.47 05:15 0.00 6.44 1.00 1.00 0.71 0.00 0.60 05:20 0.00 6.00 1.00 1.00 0.65 0.00 0.60 05:25 0.00 5.99 1.00 1.00 0.64 0.00 0.61 05:30 0.00 S.99 1.00 1.00 0.64 0.00 0.61 05:35 0.00 5.98 1.00 1.00 0.64 0.00 0.61 05:40 0.00 5.97 1.00 1.00 0.64 0.00 0.61 05:45 0.00 5.97 1.00 1.00 0.65 0.00 0.61 05:50 0.00 5.96 1.00 1.00 0.65 0.00 0.61 05:55 0.00 5.95 1.00 1.00 0.65 0.00 0.61 06:00 0.00 5.94 1.00 1.00 0.65 0.00 0.61 06:05 0.00 5.94 1.00 1.00 0.65 0.00 0.61 06:10 0.00 5.93 1.00 1.00 0.65 0.00 0.61 06:15 0.00 5.92 1.00 1.00 0.65 0.00 0.61 06:20 0.00 5.92 1.00 1.00 0.65 0.00 0.61 06:25 0.00 5.91 1.00 1.00 0.65 0.00 0.61 06:30 0.00 5.90 1.00 1.00 0.65 0.00 0.61 5 06:35 0.00 5.90 1.00 1.00 0.65 0.00 0.61 006:40 0.00 5.89 1.00 1.00 0.65 0.00 0.61 06:45 0.00 5.88 1.00 1.00 0.65 0.00 0.61 06:50 0.00 5.88 1.00 1.00 0.65 0.00 0.61 06:55 0.00 5.87 1.00 1.00 0.65 0.00 0.61 07:00 0.00 5.86 1.00 1.00 0.65 0.00 0.61 07:05 0.00 5.85 1.00 1.00 0.65 0.00 0.61 07:10 0.00 5.85 1.00 1.00 0.65 0.00 0.61 07:15 0.00 5.84 1.00 1.00 0.65 0.00 0.61 07:20 0.00 5.83 1.00 1.00 0.65 0.00 0.62 07:25 0.00 5.83 1.00 1.00 0.65 0.00 0.62 07:30 0.00 5.82 1.00 1.00 0.65 0.00 0.62 07:35 0.00 5.81 1.00 1.00 0.65 0.00 0.62 07:40 0.00 5.81 1.00 1.00 0.65 0.00 0.62 07:45 0.00 5.80 1.00 1.00 0.65 0.00 0.62 07:50 0.00 5.79 1.00 1.00 0.65 0.00 0.62 07:55 0.00 5.79 1.00 1.00 0.65

0. 'O 0.62 08:00 0.00 5.78 1.00 1.00 0.65 0.00 0.62 08:05 0.00 5.77 1.00 1.00 0.66 0.00 0.62 08:10 0.00 5.77 1.00 1.00 0.66 0.00 0.62 08:15 0.00 5.76 1.00 1.00 0.66 0.00 0.62 08:20 0.00 5.75 1.00 1.00 0.66 0.00 0.62 08:25 0.00 5.74 1.00 1.00 0.66 0.00 0.62 08:30 0.00 5.74 1.00 1.00 0.66 0.00 0.62 08:35 0.00 5.73 1.00 1.00 0.66 0.00 0.62 O

V6 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:35 RHRIA-A Elev. 653 Elapsed P3pe Main Rm Door Flood Al Main Flood Al TDT Rm. l Time Leakage H2O lvl 'H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl CtR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l' 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 [ 01:00 68.02 4.43 0.00 1.00 .0.00 0.00 0.00 l 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 l 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 6R.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 02:00 68.02 7.16 0.00 1.00 0.00 0.00 0.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 } 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 r 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 l 0 02:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 f 03:00 104.34' 12.29 8.55 1.00 0.02 0.00 0.00 f 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 i 03:10 104.34 12.29 8.74 1.00 0.02 0.00-0.00 l' 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 -l 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00 03:30 104.34 12.29 8.95 1.00 0.02 0.00 0.00 l 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00 t 03:40 104.34 12.29 9.01 1.00 0.02 0.00-0.00 j 03:45 104.34 12.29 9.22 1.00 0.03 0.00 0.00 l 03:50 104.34 12.29 9.05 1.00 0.02 0.00. 0.00 03:55 104.34 12.29 9.19 1.00 0.03 0.00 0.00 l 04:00 104.34 12.29 9.07 1.00 0.02 0.00 0.00 -) l 04:05 104.34 12.29 9.17 1.00 0.03 0.00 0.00 04:10 104.34 12.29 9.09 1.00 0.02 0.00 0.00 04:15 104.34 12.29 9.15 1.00 0.02 0.00 0.00 04:20 104.34 12.29 9.10 1.00 0.02 0.00 0.00 j 04:25 104.34 12.29 9.14 1.00 0.02 0.00 0.00 04:30 104.34 12.29 9.11 1.00 0.02 0.00 0.00 04:35 104.34 12.29 9.14 1.00 0.02 0.00 0.00 s a i

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:35 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg . Time sm. sump ist pmp 2nd pmp Hi lvl volume Hi lvl pas. sump feet gpm gpm 0=N;1=Y 0=N;1=Y feet 015t: MIN 00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 I 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 1 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 { 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 j 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 } 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 } 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 .0.00 0.00 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 l 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 1 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 I 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 002:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 l 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 7 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 i 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 03:30 647.22 50.00 50.00 0.00 83.00 0.00 0.00 } 03:35 647.24 50.00 50.00 0.00 85.00 0.00 0.00 03:40 647.28 50.00 50.00 0.00 88.00 0.00 0.00 I 03:45 647.30 50.00 50.00 0.00 90.00 0.00 0.00 03:50 647.33 50.00 50.00 0.00 92.00 1.00 0.00 .l 03:55 647.36 50.00 50.00 0.00 94.00 1.00 0.00 04:00 647.39 50.00 50.00 0.00 96.00 1.00 0.00 } 04:05 647.42 50.00 50.00 0.00 98.00 1.00 0.00 04:10 647.45 50.00 50.00 0.00 100.00 1.00 0.00 l 04:15 647.48 50.00 50.00 0.00 102.00 1.00 0.00 04:20 647.51 50.00 50.00 0.00 102.00 1.00 0.00 04:25 648.21 50.00 50.00 0.00 102.00 1.00 0.00 04:30 648.91 50.00 50.00 0.00 102.00 1.00 0.00 f 04:35 649.61 50.00 50.00 1.00 102.00 1.00 0.00 f O i I

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:35 RHR1A-A Elev, 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm 3 Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl ,jT: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 04:40 104.34 12.29 9.11 1.00 0.02 0.00 0.00 04:45 104.34 12.29 9.13 1.00 0.02 0.00 0.00 04:50 104.34 12.29 9.12 1.00 0.02 0.00 0.00 04:55 104.34 12.29 9.13 1.00 0.92 0.00 0.00 05:00 104.34 12.29 9.12 1.00 G.32 0.00 0.00 05:05 104.34 12.29 9.13 1.00 0.10 0.00 0.03 05:10 104.34 12.29 9.12 1.00 0.19 0.00 0.09 05:15 104.34 12.29 9.18 1.00 0.28 0.00 0.16 05:20 104.34 12.29 9.19 1.00 0.38 0.00 0.25 05:25 104.34 12.29 9.24 1.00 0.49 0.00 0.36 05:30 104.34 12.29 9.26 1.00 0.61 0.00 0.49 05:35 104.34 12.29 9.32 1.00 0.75 0.00 0.63 05:40 0.00 8.89 1.00 1.00 0.83 0.00 0.75 05:45 0.00 6.44 1.00 1.00 1.00 0.00 1.05 l 05:50 0.00 6.00 1.00 1.00 0.77 0.00 1.05 05:55 0.00 5.99 1.00 1.00 0.71 0.00 1.05 06:00 0.00 S.99 1.00 1.00 0.67 0.00 1.05 06:05 0.00 5.98 1.00 1.00 0.65 0.00 1.05 06:10 0.00 5.97 1.00 1.00 0.88 0.00 1.21 06:15 0.00 5.97 1.00 1.00 0.72 0.00 1.21 l 06:20 0.00 5.96 1.00 1.00 0.66 0.00 1.21 06:25 0.00 5.95 1.00 1.00 0.61 0.00 1.21 06:30 0.00 5.94 1.00 1.00 0.60 0.00 1.21 06:35 0.00 5.94 1.00 1.00 0.83 0.00 1.36 006:40 0.00 5.93 1.00 1.00 0.67 0.00 1.36 06:45 0.00 5.92 1.00 1.00 0.60 0.00 1.36 06:50 0.00 5.92 1.00 1.00 0.56 0.00 1.36 06:55 0.00 5.91 1.00 1.00 0.54 0.00 1.36 07:00 0.00 5.90 1.00 1.00 0.77 0.00 1.52 07:05 0.00 5.90 1.00 1.00 0.61 0.00 1.52 07:10 0.00 5.89 1.00 1.00 0.55 0.00 1.52 07:15 0.00 5.88 1.00 1.00 0.50 0.00 1.52 07:20 0.00 5.88 1.00 1.00 0.49 0.00 1.52 07:25 0.00 5.87 1.00 1.00 0.72 0.00 1.67 07:30 0.00 5.86 1.00 1.00 0.56 0.00 1.67 07:35 0.00 5.85 1.00 1.00 0.49 0.00 1.67 07:40 0.00 5.85 1.00 1.00 0.45 0.00 1.67 07:45 0.00 5.84 1.00 1.00 0.43 0.00 1.67 07:50 0.00 5.83 1.00 1.00 0.66 0.00 1.82-07:55 0.00 5.83 1.00 1.00 0.50 0.00 1.82 08:00 0.00 5.82 1.00 1.00 0.44 0.00 1.82 08:05 0.00 5.81 1.00 1.00 0.40 0.00 1.82 08:10 0.00 5.81 1.00 1.00 0.38 0.00 1.82. 08:15 0.00 5.80 1.00 1.00 0.61 0.00 1.97' 08:20 0.00 5.79 1.00 1.00 0.45 0.00 1.97 08:25 0.00 5.79 1.00 1.00 0.39 0.00 1.97 08:30 0.00 5.78 1.00 1.00 0.34 0.00 1.97 08:35 0.00 5.77 1.00 1.00 0.32 0.00 1.97 l l; - _ _ _ _ __ _ _ ______________ _ _____.._______.___________.________________._ _ ___ _ _ ________________j

l l SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=05:35-i Elapsed-AuxBldg. sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg-Time sm. sump ist pmp 2nd pmp Hi lvl ' volume Hi lvl pas. sump

MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 4

4:40 650.30 50.00 50.00 1.00 102.00 1.00 0.00 04:45 651.00 50.00 50.00 1.400 102.00 1.00 0.00 i 04:50 651.68 50.00 50.00 1.00 102.00 1.00 0.00 04:55 651.90 50.00 50.00 1.00 102.00 1.00 0.00 05:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 6 05:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 [ 05:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 i 05:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 i 05:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 05:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 05:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 05:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 1 06:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 1 06:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:25 652 00 50.00 50.00 1.00 102.00 1.00 0.00 06:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 _l 06:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 C06:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:10 652 00 50.00 50.00 1.00 102.00 1.00 0.00 j 07:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 ] 07:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 { 07:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l i 07:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l s 08:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 08:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 { 08:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 { 08:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 1 08:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:35 652.00 50.00 '50.00 1.00 102.00 1.00 0.00 J 1 J l

bI4 t i SQNGE93 FLOODING CALCS FOR RHR1A-A. LEAK STOPING AT T=06: 05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm l T Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl TR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 l 1 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 l 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 'I 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 r 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 i 02:00 68.02 7.16 0.00 1.00 0.00 0.00' O.00 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 i 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 l 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 [ 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 O02:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 i 02:40 104.34 12.29 7.81 1.00 0.02 0.00 'O.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00. 0.00 { 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 i 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 f 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00 l 03:30 104.34 12.29 8.95 1.00 0.02 0.00 0.00 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00 I 03:40 104.34 12.29 9.01 1.00 0.02 0.00 0.00 03:45 104.34 12.29 9.22 1.00 0.03 0.00 0.00 03:50 104.34 12.29 9.05 1.00 0.02 0.00 0.00 03:55 104.34 12.29 9.19 1.00 0.03 0.00 0.00 1 04:00 104.34 12.29 9.07 1.00 0.02 0.00 0.00 [ 04:05 104.34 12.29 9.17 1.00 0.03 0.00 0.00 04:10 104.34 12.29 9.09 1.00 0.02 0.00 0.00 04:15 104.34 12.29 9.15 1.00 0.02 0.00 0.00 04:20 104.34 12.29 9.10. 1.00 0.02 0.00 0.00 04:25 104.34 12.29 9.14 1.00 0.02 0.00 0.00 j 04:30 104.34 12.29 9.11 1.00 0.02 0.00 0.00-l 04:35 104.34 12.29 9.14 1.00 0.02 0.00 0.00 L e ,w w-

s a> a u

a-

.,u .~m.. _m a - 3 i l SONGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=06:05 i Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump ist pmp 2nd pnp Hi lvl volume Hi lvl pas. sump t

MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet l

00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 1 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 f 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 52.00 0.00 0.00 i 01:45 644.08 50.00 0.00 0.00 53.00 0.00 0.00 01:50 644.19 50.00 0.00 0.00 54.00 0.00 0.00 i 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 j 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 t 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 I 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 02:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 l 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 j 4 l 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 l 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 l 1 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 f 03:30 647.22 50.00 50.00 0.00 83.00~ 0.00 0.00 03:35 647.24 50.00 50.00 0.00 85.00 0.00 0.00 l 03:40 647.28 50.00 50.00 0.00 88.00 0.00 0.00 I 03:45 647.30 50.00 50.00 0.00 90.00 0.00 0.00 .0t3:50 647.33 50.00 50.00 0.00 92.00 1.00 0.00 03:55 647.36 50.00 50.00 0.00 94.00 1.00 0.00 l 04:00 647.39 50.00 50.00 0.00 96.00 1.00 0.00 l 04:05 647.'42 50.00 50.00 0.00 98.00 1.00 0.00 04:10 647.45 50.00 50.00 0.00 100.00 1.00 0.00 [ 04:15 647.48 50.00 50.00 0.00 102.00 1.00 0.00-l 04:20 647.51 50.00 50.00 0.00 102.00 1.00 0.00 l 04:25 648.21 50.00 50.00 0.00 102.00 1.00 0.00 04:30 648.91 50.00 50.00 0.00 102.00 1.00 0.00 l 04:35 649.61 50.00 50.00 1.00 102.00 1.00 0.00 () t t

SQNGE93 FLOODING CALCS FOR RHRIA-A LEAK STOPING AT T=06:05 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm g Time Leakage H2O lvl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lv1' tR: MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y inches 04:40 104.34 12.29 9.11 1.00 0.02 0.00 0.00 04:45 104.34 12.29 9.13 1.00 0.02 0.00 0.00 l 04:50 104.34 12.29 9.12 1.00 0.02 0.00 0.00 04:55 104.34 12.29 9.13 1.00 0.02 0.00 0.00 05:00 104.34 12.29 9.12 1.00 0.02 0.00 0.00 05:05 104.34 12.29 9.13 1.00 0.10 0.00 0.03 05:10 104.34 12.29 9.12 1.00 0.19 0.00 0.09 05:15 104.34 12.29 9.18 1.00 0.28 0.00 0.16-05:20 104.34 12.29 9.19 1.00 0.38 0.00 0.25 05:25 104.34 12.29 9.24 1.00 0.49 0.00 0.36 05:30 104.34 12.29 9.26 1.00 0.61 0.00 0.49 05:35 104.34 12.29 9.32 1.00 0.75 0.00 0.63 05:40 104.34 12.29 9.36 1.00 0.91 0.00 0.80 05:45 104.34 12.29 9.42 1.00 1.00 0.00 1.19 05:50 104.34 12.29 9.48 1.00 1.00 0.00 1.35 05:55 104.34 12.29 9.50 1.00 1.00 0.00 1.53 06:00 104.34 12.29 9.48 1.00 1.00 0.00 1.75 06:05 104.34 12.29 9.49 1.00 1.00 0.00 2.16 06:10 0.00 8.89 1.00 1.00 0.92 0.00 2.27 06:15 0.00 6.44 1.00 1.00 0.99 0.00 2.36 06:20 0.00 6.00 1.00 1.00 0.93 0.00 2.36 06:25 0.00 5.99 1.00 1.00 1.00 0.00 2.54 06:30 0.00 5.99 1.00 1.00 0.83 0.00 2.54 06:35 0.00 5.98 1.00 1.00 0.76 0.00 2.54 0 06:40 0.00 5.97 1.00 1.00 0.72 0.00 2.54 06:45 0.00 5.97 1.00 1.00 0.70 0.00 2.54 06:50 0.00 5.96 1.00 1.00 0.94 0.00 2.70 06:55 0.00 5.95 1.00 1.00 0.77 0.00 2.70 j 07:00 0.00 5.94 1.00 1.00 0.71 0.00. 2.70 07:05 0.00 5.94 1.00 1.00 0.67 0.00 2.70 07:10 0.00 5.93 1.00 1.00 0.65 0.00 2.70 07:15 0.00 5.92 1.00 1.00 0.88 0.00 2.85 07:20 0.00 5.92 1.00 1.00 0.72 0.00 2.85 } 07:25 0.00 5.91 1.00 1.00 0.65 0.00 2.85 07:30 0.00 5.90 1.00 1.00 0.61 0.00 2.85 07:35 0.00 5.90 1.00 1.00 0.59 0.00 2.85 07:40 0.00 5.89 1.00 1.00 0.82 0.00 3.01 07:45 0.00 5.88 1.00 1.00 0.66 0.00 3.01 07:50 0.00 5.88 1.00 1.00 0.60 0.00 3.01 'f 07:55 0.00 5.87 1.00 1.00 0.56 0.00 3.01 08:00 0.00 5.86 1.00 1.00 0.54 0.00 3.01 08:05 0.00 5.85 1.00 1.00 0.77 0.00 3.16 + 08:10 0.00 5.85 1.00 1.00 0.61 0.00 3.16 08:15 0.00 5.84 1.00 1.00 0.54 0.00 3.16 08:20 0.00 5.83 1.00 1.00 0.50 0.00 3.16 08:25 0.00 5.83 1.00 1.00 0.48 0.00 3.16 08:30 0.00 5.82 1.00 1.00 0.71 0.00 3.32 08:35 0.00 5.81 1.00 1.00 0.55 0.00 3.32 O 4

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=06:05 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg i i Time sm. sump ist pmp 2nd pmp Hi Ivl volume Hi lvl pas. sump ['p: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet i v 04:40 650.30 50.00 50.00 1.00 102.00 1.00 0.00 04:45 651.00 50.00 50.00 1.00 102.00 1.00 0.00 04:50 651.68 50.00 50.00 1.00 102.00 1.00 0.00 04:55 651.90 50.00 50.00 1.00 102.00 1.00 0.00 i 05:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:50 652.00 50 00 50.00 1.00 102.00 1.00 0.00 05:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 l 06:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 1 06:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 J 652.00 50.00 50.00 1.00 102.00 1.00 0.00 0 06:40 06:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 } 07:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 i 08:00 652.00 50.00 50.00 1.00-102.00 1.00 0.00 08:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 1 08:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:30 652.00 50.00 50.00 1.00 ~102.00 1.00 0.00 08:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 i J i

A -I6 i SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=06:35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Time Leakage H2O lvl H2O lvl - LS-40-29 H2O lvl LS-40-25 H2O lvl

MIN gpm inches inches 0=N;1=Y inches 0=N;1=Y incnes j

00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l 00:30 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 00:45 0.00-0.00 0.00 0.00 0.00 0.00 0.00 f 00:50 68.02 0.00 0.00 0.00 0.00 0.00 0.00 00:55 68.02 2.22 0.00 1.00 0.00 0.00 0.00 f ~' 01:00 68.02 4.43 0.00 1.00 0.00 0.00 0.00 01:05 68.02 6.64 0.00 1.00 0.00 0.00 0.00 01:10 68.02 6.74 0.00 1.00 0.00 0.00 0.00 01:15 68.02 6.82 0.00 1.00 0.00 0.00 0.00 01:20 68.02 6.89 0.00 1.00 0.00 0.00 0.00 01:25 68.02 6.95 0.00 1.00 0.00 0.00 0.00 l 01:30 68.02 7.00 0.00 1.00 0.00 0.00 0.00 j 01:35 68.02 7.04 0.00 1.00 0.00 0.00 0.00 01:40 68.02 7.07 0.00 1.00 0.00 0.00 0.00 i 01:45 68.02 7.10 0.00 1.00 0.00 0.00 0.00 01:50 68.02 7.13 0.00 1.00 0.00 0.00 0.00 i 01:55 68.02 7.15 0.00 1.00 0.00 0.00 0.00 ( 02:00 68.02 '* 16 0.00 1.00 0.00 0.00 0.00 3 02:05 68.02 7.18 0.00 1.00 0.00 0.00 0.00 02:10 104.34 8.38 0.00 1.00 0.00 0.00 0.00 r 1 02:15 104.34 9.40 0.00 1.00 0.00 0.00 0.00 02:20 104.34 10.28 0.00 1.00 0.00 0.00 0.00 j 02:25 104.34 11.04 0.00 1.00 0.00 0.00 0.00 02:30 104.34 11.71 0.00 1.00 0.00 0.00 0.00 f-02:35 104.34 12.29 10.59 1.00 0.05 0.00 0.00 02:40 104.34 12.29 7.81 1.00 0.02 0.00 0.00 02:45 104.34 12.29 10.12 1.00 0.03 0.00 0.00 02:50 104.34 12.29 8.26 1.00 0.02 0.00 0.00 t 02:55 104.34 12.29 9.79 1.00 0.03 0.00 0.00 l 03:00 104.34 12.29 8.55 1.00 0.02 0.00 0.00 03:05 104.34 12.29 9.57 1.00 0.03 0.00 0.00 03:10 104.34 12.29 8.74 1.00 0.02 0.00 0.00 s 03:15 104.34 12.29 9.43 1.00 0.03 0.00 0.00 l 03:20 104.34 12.29 8.87 1.00 0.02 0.00 0.00 03:25 104.34 12.29 9.33 1.00 0.03 0.00 0.00-03:30 104.34 12.29 8.95 1.00 0.02 0.00 0.00. 03:35 104.34 12.29 9.26 1.00 0.03 0.00 0.00-j 03:40 104.34 12.29 9.01 1.00 0.02 0.00 0.00 03:45 104.34 12.29 9.22 1.00 0.03 0.00 0.00 03:50 104.34 12.29 9.05 1.00 0.02 0.00 0.00 03:55 104.34 12.29 9.19 1.00 0.03 0.00 0.00 j 04:00 104.34 12.29 9.07 1.00 0.02 0.00 0.00 04:05 104.34 12.29 9.17 1.00 0.03 0.00 0.00 l 04:10 104.34 12.29 9.09 1.00 0.02 0.00 0.00 j 04:15 104.34 12.29 9.15 1.00 0.02 0.00 0.00 04:20 104.34 12.29 9.10 1.00 0.02 0.00 0.00 04:25 104.34 12.29 9.14 1.00 0.02 0.00 0.00 1 04:30 104.34 12.29 9.11 1.00 0.02 0.00 0.00 1 04:35 104.34 12.29 9.14 1.00 0.02 0.00 0.00 r w- -a wa .i.r-na y

T=06:35 SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg . Time sm. sump' 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump- 'MR: MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 00:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:30 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:45 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:50 640.75 0.00 0.00 0.00 51.00 0.00 0.00 00:55 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:00 640.75 0.00 0.00 0.00 51.00 0.00 0.00 01:05 641.19 0.00 0.00 0.00 51.00 0.00 0.00 01:10 641.63 0.00 0.00 0.00 51.00 0.00 0.00 01:15 642.07 0.00 0.00 0.00 51.00 0.00 0.00 01:20 642.51 0.00 0.00 0.00 51.00 0.00 0.00 01:25 642.95 0.00 0.00 0.00 51.00 0.00 0.00 01:30 643.40 0.00 0.00 0.00 51.00 0.00 0.00 01:35 643.85 0.00 0.00 0.00 51.00 0.00 0.00 01:40 643.96 50.00 0.00 0.00 57.00 0.00 0.00 01:45 644.08 50.00 0.00 0.00 L3.00 0.00 0.00 01:50 644.19 50.00 0.00 0.0J 54.00 0.00 0.00 01:55 644.31 50.00 0.00 0.00 55.00 0.00 0.00 02:00 644.43 50.00 0.00 0.00 56.00 0.00 0.00 02:05 644.55 50.00 0.00 0.00 57.00 0.00 0.00 02:10 644.70 50.00 0.00 0.00 58.00 0.00 0.00 02:15 644.88 50.00 0.00 0.00 59.00 0.00 0.00 02:20 645.09 50.00 0.00 0.00 60.00 0.00 0.00 02:25 645.32 50.00 0.00 0.00 61.00 0.00 0.00 02:30 645.56 50.00 0.00 0.00 62.00 0.00 0.00 02:35 645.82 50.00 0.00 0.00 64.00 0.00 0.00 0" 02:40 646.23 50.00 0.00 0.00 65.00 0.00 0.00 02:45 646.59 50.00 0.00 0.00 66.00 0.00 0.00 02:50 646.97 50.00 0.00 0.00 67.00 0.00 0.00 02:55 646.99 50.00 50.00 0.00 69.00 0.00 0.00 03:00 647.03 50.00 50.00 0.00 71.00 0.00 0.00 03:05 647.06 50.00 50.00 0.00 73.00 0.00 0.00 03:10 647.10 50.00 50.00 0.00 75.00 0.00 0.00 03:15 647.12 50.00 50.00 0.00 77.00 0.00 0.00 03:20 647.16 50.00 50.00 0.00 79.00 0.00 0.00 03:25 647.18 50.00 50.00 0.00 81.00 0.00 0.00 03:30 647.22 50.00 50.00 0.00 83.00 0.00 0.00 03:35 647.24 50.00 50.00 0.00 85.00 0.00 0.00 03:40 647.28 50.00 50.00 0.00 88.00 0.00 0.00 03:45 647.30 50.00 50.00 0.00 90.00 0.00 0.00 03:50 647.33 50.00 50.00 0.00 92.00 1.00 0.00 03:55 647.36 50.00 50.00 0.00 94.00 1.00 0.00 04:00 647.39 50.00 50.00 0.00 96.00 1.00 0.00 04:05 647.42 50.00 50.00 0.00 98.00 1.00 0.00 04:10 647.45 50.00 50.00 0.00 100.00 1.00 0.00 04:15 647.48 50.00 50.00 0.00 102.00 1.00 0.00 04:20 647.51 50.00 50.00 0.00 102.00 1.00 0.00 04:25 648.21 50.00 50.00 0.00 102.00 1.00 0.00 04:30 648.91 50.00 50.00 0.00 102.00 1.00 0.00 04:35 649.61 50.00 50.00 1.00 102.00 1.00 0.00 r i

SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=06:35 RHR1A-A Elev. 653 Elapsed Pipe Main Rm Door Flood Al Main Flood Al TDT Rm Time Leakage H2O Ivl H2O lvl LS-40-29 H2O lvl LS-40-25 H2O lvl p\\_,JTR: MINgpm inches inches 0=N;1=Y inches 0=N;1=Y inches 04:40 104.34 12.29 9.11 1.00 0.02 0.00 0.00 04:45 104.34 12.29 9.13 1.00 0.02 0.00 0.00 04:50 104.34 12.29 9.12 1.00 0.02 0.00 0.00 04:55 104.34 12.29 9.13 1.00 0.02 0.00 0.00 05:00 104.34 12.29 9.12 1.00 0.02 0.00 0.00 05:05 104.34 12.29 9.13 1.00 0.10 0.00 0.03 05:10 104.34 12.29 9.12 1.00 0.19 0.00 0.09 05:15 104.34 12.29 9.18 1.00 0.28 0.00 0.16 05:20 104.34 12.29 9.19 1.00 0.38 0.00 0.25 05:25 104.34 12.29 9.24 1.00 0.49 0.00 0.36 05:30 104.34 12.29 9.26 1.00 0.61 0.00 0.49 05:35 104.34 12.29 9.32 1.00 0.75 0.00 0.63 05:40 104.34 12.29 9.36 1.00 0.91 0.00 0.80 ] 05:45 104.34 12.29 9.42 1.00 1.00 0.00 1.19 05:50 104.34 12.29 9.48 1.00 1.00 0.00 1.35 05:55 104.34 12.29 9.50 1.00 1.00 0.00 1.53 06:00 104.34 12.29 9.48 1.00 1.00 0.00 1.75 06:05 104.34 12.29 9.49 1.00 1.00 0.00 2.16 06:10 104.34 12.29 9.48 1.00 1.00 0.00 2.32 06:15 104.34 12.29 9.49 1.00 1.00 0.00 2.51 06:20 104.34 12.29 9.48 1.00 1.00 0.00 2.91 06:25 104.34 12.29 9.49 1.00 1.00 0.00 3.07 06:30 104.34 12.29 9.49 1.00 1.00 0.00 3.25 06:35 104.34 12.29 9.49 1.00 1.00 0.00 3.66 006:40 0.00 8.89 1.00 1.00 0.92 0.00 3.76 06:45 0.00 6.44 1.00 1.00 0.98 0.00 3.85 06:50 0.00 6.00 1.00 1.00 0.91 0.00 3.85 06:55 0.00 5.99 1.00 1.00 1.00 0.00 4.03 l 07:00 0.00 5.99 1.00 1.00 0.83 0.00 4.03 07:05 0.00 5.98 1.00 1.00 0.76 0.00 4.03 07:10 0.00 5.97 1.00 1.00 0.72 0.00 4.03 07:15 0.00 5.97 1.00 1.00 0.70 0.00 4.03 07:20 0.00 5.96 1.00 1.00 0.94 0.00 4.18 07:25 0.00 5.95 1.00 1.00 0.77 0.00 4.18 07:30 0.00 5.94 1.00 1.00 0.71 0.00 4.18 07:35 0.00 5.94 1.00 1.00 0.67 0.00' 4.18 07:40 0.00 5.93 1.00 1.00 0.65 0.00 4.18 07:45 0.00 5.92 1.00 1.00 0.88 0.00 4.34 07:50 0.00 5.92 1.00 1.00 0.72 0.00 4.34 07:55 0.00 5.91 1.00 1.00 0.65 0.00 4.34 08:00 0.00 5.90 1.00 1.00 0.61 0.00 4.34 08:06 0.00 5.90 1.00 1.00 0.59 0.00 4.34 l 08:10 0.00 5.89 1.00 1.00 0.82 0.00 4.50 08:15 0.00 5.88 1.00 1.00 0.66 0.00 4.50 08:20 0.00 5.88 1.00 1.00 0.60 0.00 4.50 08:25 0.00 5.87 1.00 1.00 0.55 0.00 4.50 08:30 0.00 5.86 1.00 1.00 0.54 0.00 4.50 08:35 0.00 5.85 1.00 1.00 0.77 0.00 4.65

~. SQNGE93 FLOODING CALCS FOR RHR1A-A LEAK STOPING AT T=06:35 Elapsed AuxBldg sm. sump sm. sump sm. sump TDT H2O TDT AuxBldg Time sm. sump 1st pmp 2nd pmp Hi lvl volume Hi lvl pas. sump

MIN feet gpm gpm 0=N;1=Y 0=N;1=Y feet 04:40 650.30 50.00 50.00 1.00 102.00 1.00 0.00 04:45 651.00 50.00 50.00 1.00 102.00 1.00 0.00 04:50 651.68 50.00 50.00 1.00 102.00 1.00 0.00 i

04:55 651.90 50.00 50.00 1.00 102.00 1.00 0.00 05:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 ~ 05:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 [ 05:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 4 05:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 05:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 0 06:40 06:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 06:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 [ 07:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:40 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:45 652.00 50.00 50.00 1.00 102.00 1.00 0.00 I 07:50 652.00 50.00 50.00 1.00 102.00 1.00 0.00 07:55 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:00 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:05 652.00 50.00 50.00 1.00 102.00 1.00 0.00 j 08:10 652.00 50.00 50.00 1.00 102.00 1.00 0.00 t 08:15 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:20 652.00 50.00 50.00 1.00 102.00 1.00 0.00 08:25 652.00 50.00 50.00 1.00 102.00 1.00 0.00 L 08:30 652.00 50.00 50.00 1.00 102.00 1.00 0.00 L 08:35 652.00 50.00 50.00 1.00 102.00 1.00 0.00 t v

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5 Ige Meter Readings - Back Side Bottom Right Quarter SECUCYAN MUCLEAR PLANT

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0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:00 1 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:15 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:00 i 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:15 .05 0.05 0.05 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 i .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 ?.05 04:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:00 .05 0.05 0.05 0.05 0.L5 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 i .05 0.05 0.05 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.c5 0.05 06:30 l l 9308100100 O

C %# %D t@ SCN714 04-07-1993 12:39:42 sqn93ge Airborne Info SEQUOYAH NUCLEAR PLAhi DRILL DATA Data Location: pts. 1-24 SURFACE CONTAM AIR SAMPLE -1m3 100!NE PRE-FILTER CARTRIDG FRISKER ION FRISKER ID:: GM CPM MR/HR CPM MR/HR MR/HR 100 2.0 100 2.0 0.05 MIN TO TO TO TO TO TO Radeon Controller Notest 50000 50000 50000 50000 999999 MAX Time CPM MR/HR CPM MR/HR MR/HR UNITS Time 00:00 100 2.0 100 2.0 0.05 00:00 00:00 00:15 100 2.0 100 2.0 0.05 00:15 00:15 CAM 1-RE-90-106A locate 00:30 100 2.0 100 2.0 0.05 00:30 00:30 CAM 1-RE-90-106A locate 00:45 100 2.0 100 2.0 0.05 00:45 00:45 CAM 1-RE-90-106A has sti 01:00 100 2.0 100 2.0 0.05 01:00 01:00 01:15 100 2.0 100 _ 2.0 0.05 01:15 01:15 01:30 100 2.0 100 2.0 0.05 01:30 01:30 01:45 100 2.0 100 2.0 0.05 01:45 01:45 02:00 100 2.0 100 2.0 0.05 02:00 02:00 02:15 100 2.0 100 2.0 0.05 02:15 02:15 02:30 100 2.0 100 2.0 0.05 02:30 02:30 02:45 100 2.0 100 2.0 0.05 02:45 02:45 03:00 100 2.0 100 2.0 0.05 03:00 03:00 03:15 100 2.0 100 2.0 0.05 03:15 03:15 03:30 100 2.0 100 2.0 0.05 03:30 03:30 03:45 100 2.0 100 2.0 0.05 03:45 03:45 04:00 100 2.0 100 2.0 0.05 04:00 - 04:00 04:15 100 2.0 100 2.0 0.05 04:15 04:15 04:30 100 2.0 100 2.0 0.05 04:30 04:30 04:45 100 2.0 100 2.0 0.05 04:45 04:45 05:00 100 2.0 100 2.0 0.05 05:00 05:00 05:15 100 2.0 100 2.0 0.05 05:15 05:15 / D-05:30 100 2.0 100 2.0 0.05 05:30 05:30 j 05 05:45 100 2.0 100 2.0 0.05 05:45 05:45 05 06:00 100 2.0 100 2.0 0.05 D6:00 06:00 06:15 100 2.0 100 2.0 0.05 06:15 06:15 06:30 100 2.0 100 2.0 0.05 06:30 06:30 w ~

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ScN690 A 690 04-07-1993 12:39:42 sqni39e Meter Reacings - Back Side Tcp Lef t cuarter SEGUOYAH NUCLEAR PLANI sqn93ge tocation 1 l Location 2 Location 3 Location 4 l Location 5 Location 6 tocation 7 Loca -. ~ _ ilme Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed 4 Window Window Window Window Window Window Window Window Window Window Window Window Window Window Window ! mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr > 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.07 I 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05-0.05 0.05 0.05 0.05 0.05 a n7 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 l 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 i 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 - 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 I 02:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 03:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 i 03:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 C3:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 05 0.05 0.05 0.05 04:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 l son 690 S3690 04-07 1993 12:39:42 sqn93ge sqn939e Meter Readings - Back Side Bottom Left Ouarter SEQUOYAH NUCLEAR PLANT I Location 15 l Location 16 l Location 17 Location 18 Location 19 Location 20 Location 21 L D' Time Closed open closed open Closed open Closed Open Closed open Closed open Closed Open Clos. Window Window Window Window Window Window Window Window Window Window Window Window Window Window Wind < mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/t 00:00 0.14 0.14 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 DJ 00:15 0.14 0.14 0.' ' O.07 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

0. -

00:30 0.10 0.10 0.03 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.> 00:45 0.10 0.10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 O. 01:00 0.10 0.10 0.05 0.05 0.05 0.05 ~~ 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 01:15 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 01:30 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 D. 01:45 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 02:00 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 D. 02:15 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0-02:30 0.G8 0.08 0.05 0.05 0.05 0.05 0.05 0.05 5 05 0.05 0.05 0.05 0.05 0.05 0. 02:45 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 03:00 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. ( 03:15 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 03:30 0.05 0.08 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 03:45 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05-0.05 0.05 0.05 0. 04:00 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 04:15 0.07 0.07 0.05 0.05 0.05 'O.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 04:30 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 04:45 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 r,.05 0.05 0.05 0.05 0.05 0.05 0. t 05:00 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 c.05 0.05 0.05 0.05 0.05 0.05 0. i 05:15 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 O. 05:30 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 05:45 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 06:00 0.05 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 06:15 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 06:30 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. b

) 04-07-1993 12:39:42 3e Meter Readings - Back Side Tcp Right Guarter SEOUOYAH NUCLEAR PLANT o > cation 8 Location 9 Location 10 l Location 11 l Location 12 l Location 13 l Location 14 l sed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open .ow Window Window Window Window Window Window Window Window Window Window Window Window Window r mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr .07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 0.44 0.44 0.05 0.05 0.05 0.05 00:00 .07 0.uT 0.05 0.05 0.05 0.05 0.05 0.05 0.44 0.44 0.05 0.05 0.05 0.05 00:15 .05 0.05 J.05 0.05 0.05 0.05 0.05 0.05 0.44 0.44 0.05 0.05 0.05 0.05 00:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.43 0.43 0.05 0.05 0.05 0.05 00:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.42 0.42 0.05 0.05 0.05 0.05 01:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.42 0.42 0.05 0.05 0.05 0.05 01:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.41 0.41 0.05 0.05 0.05 0.05 01:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.40 0.40 0.05 0.05 0.05 0.05 01:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.39 0.39 0.05 0.05 0.05 0.05 02:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.38 0.38 0.05 0.05 0.05 0.05 02:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.37 0.37 0.05 0.05 0.05 0.05 02:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.36 0.36 0.05 0.05 0.05 0.05 02:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.35 0.35 0.05 0.05 0.05 0.05 03:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.35 0.35 0.05 0.05 0.05 0.05 03:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.34 0.34 0.05 0.05 0.05 0.05 03:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.05 0.05 03:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.05 0.05 04:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.05 0.05 D4:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.05 0.05 04:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.05 0.05 04:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.29 0.29 0.05 0.05 0.05 0.05 05:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.29 0.29 0.05 0.05 0.05 0.05 05:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.28 0.28 0.05 0.05 0.05 0.05 05:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.27 0.27 0.05 0.05 0.05 0.05 05:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.27 0.27 0.05 0.05 0.05 0.05 06:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.26 0.26 0.05 0.05 0.05 0.05 06:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.25 0.25 0.05 0.05 0.05 0.05 06:30 SI APERTURE t CARD \\ [ 390 04-07-1993 12:39:42 J39e Meter Readings - Back Side Bottom Right Quarter SEQUOYAH NUCLEAR PLANT Ako Available On Location 22 Location 23 Location 24 l Location 25 l Location 26 Location 27 Location 28 ApCTture C3rd .osed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open indow Window Window Window Window Window Window Window Window Window Window Window Window Wirdow nr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:00 r 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:15 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:45 O.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 J.05 0.05 0.05 04:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 0.05 0.05 0.05 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 0.05 0.05 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 I 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 05 0 5 0.05 0.05 .05 0.05 06:30

w w,a 7 w ~ b 'T 's ~ ~ A p =: LJ! J l ~ r. sch690 04-07-1993 12:39:42 san 93ge Airborne Info SEGUOYAH NUCLEAR PLANT ORILL DATA cata Location: pts. 1-23 SURFACE CONTAM AIR SAMPLE -1m3 IODINE PRE-FILTER CARTR10G TRISKER 10N FRISKER 10N GM CPM MR/HR CPM MR/HR MR/HR 100 2.0 100 2.0 0.05 MIN TO TO 70 To TO TO 50000 50000 50000 50000 999??9 MAX Time CPM MR/HR CPM MR/HR MR/HR UNITS 00:00 100 2.0 100 2.0 0.05 00:00 00:15 100 2.0 100 2.0 0.05 00:15 00:30 100 2.0 100 2.0 0.05 00:30 00:45 100 2.0 100 2.0 - 0.05 00:45 01:00 100 2.0 100 2.0 0.05 01:00 01:15 100 2.0 100 2.0 0.05 01:15 01:30 100 2.0 100 2.0 0.05 01:30 01:45 100 2.0 100 2.0 0.05 01:45 02:00 100 2.0 100 2.0 0.05 02:00 02:15 100 2.0 100 2.0 0.05 02:15 02:30 100 2.0 100 2.0 0.05 02:30 02:45 100 2.0 100 2.0 0.05 02:45 03:00 100 2.0 100 2.0 0.05 03:00 03:15 100 2.0 100 2.0 0.05 03:15 03:30 100 2.0 100 2.0 0.05 03:30 03:45 100 2.0 100 2.0 0.05 03:45 04:00 100 2.0 100 2.0 0.05 04:00 04:15 100 2.0 100 2.0 0.05 04:15 04:30 100 2.0 100 2.0 0.05 04:30 04:45 100 2.0 100 2.0 0.05 04:45 05: 05:00 100 2.0 100 2.0 0.05 05:00 05: c 05:15 100 2.0 100 2.0 0.05 05:15 c 05:30 100 2.0 100 2.0 0.05 05:30 05:45 100 2.0 100 2.0 0.05 05:45 06:00 100 2.0 100 2.0 0.05 06:00 06:15 100 2.0 100 2.0 0.05 06:15 06:30 100 2.0 100 2.0 0.05 06:30

T>j! 14 p 2D (o. h 690 x u ,s nu t~~ f 16 XFF I* tlc N a V-SON p'/ a a e it != 18 = ri! lB = /,. 26 M' dto ! ) M "...L -s. l3 g 11 q M 25 / a MLpl- = I 24 ii 1 g =E l nm 5

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i i SQN669 i m 669 04-07-1993 12:39:42 SEQUOTAH NUCLEAR PLANT son 939e Meter Readings - Back Side Tcp Lef t Guarter i son 939e Location 1 l Location 2 Location 3 l Location 4 Location 5 Location 6 Location 7 Loca; j Time closed open Closed open Closed Open Closed open Closed open Closed open Closed open Closed l Vindow Vindow Window Window Window Window Window Window Window Window Window Window Window Window Window mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr i 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.11 0.11 0.56 0.56 0.24 ! 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.11 0.11 0.56 0.56 0.24 ; 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 ; 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.03 0.05, 0.05 i 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 ; 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 ' 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05. 02:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 t 03:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 t 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0! 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0! 05:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.Di 05:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0' O.05 0.05 0.05 0.05 0.05 0.0! 06:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0! 5 06:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0! SON 669 03669 04-07-1993 12:39:42 sqn93ge Metee Readings - Back Side Bottom Lef t Quarter SECUOYAH NUCLEAR PLANT sqn939e Location 15 Location 16 j Location 17 Location 18 Location 19 Location 20 Location 21 Loc Time Closed Open Closed Open Closed open Closed Open Closed Open Closed open Clored Open Close Window Window Window Window Window Window Window Window Window Window Window Window Window Window Winde mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr or/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/t 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 00:45 0.05 0.05 0.05 0.05 0.05 0.05 .0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 01:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.t 02:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.< 02:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 03:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.4 03:15 0.05, 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0, 03:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 03:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0, 04:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 04:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 04:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 04:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 05:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 05:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 06:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 06:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0. 06:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0

I l 04-07-1993 12:39:42 Meter Readings - Back Side Top Right Quarter SEQUCYAH NUCLEAR PLANT

ation S

) Location 9 l Location 10 l Location 11 Location 12 l Location 13 Location 14 l fl 3d Coen Otosed Open closed open Closed Open closed Open closed Open Closed open ow Window Window Window Window Window Window Vindow ' Window Window Window Window Window Window Tr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 24 0.24 0.05 0.08 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:00 24 0.24 0.03 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 j 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:15 l 35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:00 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:15 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0(:00 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 .05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 N:30 SI APERTURE $s emw i 9 04-07-1993 12:39:42 SECUCYAH NUCLEAR PLANT Meter Readings - Back Side Bottom Right cuarter 9e y bb!c On ocation 22 l Location 23 l Location 24 l Location 25 Location 26 Location 27 Location 25 %ccture Card sed Open Closed Open Closed Open Closed Open Cicsed Open Closed Open Ctesed Open <fow Window Window Window Window Winaow Window Window Window Window Window Window Window Window /hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr 1.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:00 1.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 1.05 0.C5 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 1.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 1.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 LD5 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 US 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 3.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 J.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 3.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.C5 0.05 0.05 0.05 02:30 O.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:00 O.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 I 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 { 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:30 1 9 3 0810 010 0 - O f l

51ymn ri 3-. 5 = -. - ) i i 1 e% I l SON 669 04-07-1993 12:39:42 sqn93ge Airborne Info SEQUOYAH NUCLEAR PLANT ORILL DATA Data Location: pts. 1 28 SURFACE CONTAM AIR SAMPLE -1m3 IODINE PRE-FILTER CARTRIDG FRISKER ION FRISKER ION GM CPM MR/HR CPM MR/HR MR/HR 6 100 2.0 100 2.0 0.05 MIN TO TO TO TO TO TO 50000 50000 50000 50000 999999 MAX Time CPM MR/HR CPM MR/HR MR/HR UNITS 00:00 100 2.0 100 2.0 0.05 00:00 00:15 100 2.0 100 2.0 0.05 00:15 00:30 100 2.0 100 2.0 0.05 00:30 00:45 100 2.0 100 2.0 0.05 00:45 01:00 100 2.0 100 2.0 0.05 01:00 01:15 100 2.0 100 2.0 0.05 01:15 01:30 100 2.0 100 2.0 0.05 01:30 a 01:45 100 2.0 100 2.0 0.05 01:45 j 02:00 100 2.0 100 2.0 0.05 02:00 02:15 100 2.0 100 2.0 0.05 02:15 02:30 100 2.0 100 2.0 0.05 02:30 02:45 100 2.0 100 2.0 0.05 02:45 03:00 100 2.0 100 2.0 0.05 03:00 1 03:15 100 2.0 100 2.0 0.05 03:15 ^ 03:30 100 2.0 100 2.0 0.05 03:30 03:45 100 2.0 100 2.0 0.05 03:45 04:00 100 2.0 100 2.0 0.05 04:00 04:15 100 2.0 100 2.0 0.05 04:15 04:30 100 2.0 100 2.0 0.05 04:30 -04:45 100 2.0 100 2.0 0.05 04:45 05:00 100 2.0 100 2.0 0.05 05:00 05:15 100 2.0 100 2.0 0.05 05:15 1 ~ 05:30 100 2.0 100 2.0 0.05 05:30 05:45 100 2.0 100 2.0 0.05 05:45 l 06:00 100 2.0 100 2.0 0.05 06:00 06:15 100 2.0 100 2.0 0.05 06:15 06:30 100 2.0 100 2.0 0.05 06:30

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Back side Bottora Lef t Quarter sEQUOYAH WUCLEAR PLANT se t Location 15 Location 16 Location 17 Location 18 Location 19 Location 20 Location 21 Time Olesed open Closed Open Closed open Closed open Closed Open Closed Open Closed Open Window Window Window Window Window Window Window Window Window Window Window Window Window Window mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 i 00:10 0.05-0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 I 00:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:50 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:55 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 01:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 01:30 0.05 0.05- - 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 l 01:35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:50 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:55 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 i 02:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

SI APERTURE SCN653 04-07-1993 12:39:42 L CMD sqn93ge Meter Readings - Back side Top Right Ouarter SEQUOYAH NUCLEAR PLANT Location 8 l Location 9 Location 10 Location 11 tocation 12 l Lccation 13 Locatio g4 jgg Closed Doen Closed Open Closed Open Closed. Open Closed Open Closed Open Closed Win /FDCCIUTC b3 C Window Window Window Window Window Window Window Window Window Window Window Window Window dow mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:00 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:05 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:10 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:20 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:25 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 s 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:35 10 10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:40 10 10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:50 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:55 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:05 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:10 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:20 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:25 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:35 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:40 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:50 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:55 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.J5 0.05 0.05 02:05 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 02:10 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 02:15 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:20 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 02:25 14 14 0.C5 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:30 l SGN653 06-24-1993 sqn93Ge Meter Readings - Back Side Bottom Right cuarter SEOUOYAH NUCLEAR PLANT Location 22 Location 23 Location 24 Location 25 ! Location 26 Location 27 Location 2S Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Window Window Window Window Window Window Window Window Window Window Window Window Window Window mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr ^ 0.05 0.05 0.0!i 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 'O.05 0.05 0.05-0.05 0.05 0.05 00:05 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:10 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:15 % 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:20 1 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05. 0.05 0.05 00:25 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:30 g! 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:35 O 05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:40 0 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:45 o 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:50 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:55 M 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:05 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:10 0 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:15 e.q 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:20 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:25 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:30 0 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:35 g 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:40 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:45 CD 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:50 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:55 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:05 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:10 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:20 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:25 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 C.05 0.05 0.05 02:30

-3 .s .a. i $ ^ 0: l ~l SCN653 06 24-1993 sqn93ge Airborne Info - Front Side Left Half SEQUOYAH NUCLEAR PLANT i pts. 1,2 Data Location: RHR1A-A room pt.7 Data Location: att other pts. Data Location: pts. 8,5 4 SURFACE CONTAM AIR SAMPLE -1m3 100!NE SURFACE CONTAM AIR SAMPLE -1m3 100!NE SURFACE CONTAM AIRSk PRE-FILTER CARTR!DG KE-FILTER CARTIDGE PREi FRISKER JON FRISKER 10N CM FRISKER ION FRISKER 10N GM FRISKER ION FRISKa CPM MR/hR CPM MR/HR MR/HR CPM MR/HR CPM MR/HR MR/NR CPM MR/HR CPM 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 TO TO TO TO To TO TO TO TO 70 TO TO To 50000 50000 50000 50000 999999 50000 50000 50000 50000 999999 50000 50000 50000 Time CPM MR/HR CPM MR/HR MR/HR CPM MR/NR CPM MR/HR MR/HR CPM MR/NR CPM 4 -_ j 00:00 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1 00 00:05 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 00:10 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 00:15 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 104 00:20 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 00:25 100 2.0 100 2.0 0.05 100 2.0 100

2. 0 0.05 100 2.0 10p 00:30 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 00:35 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 00:40 100 2.0 100 2.0 0.05 100 2.0 130 2.0 0.05 100 2.0 10Q 00:45 100 2.0 100 2.0 0.05 100 2.0 100 2.u 0.05 100 2.0 10d 00:50 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1

00:55 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1 01:00 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1+ g. 01:05 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1 01:10 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1' j 01:15 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1 01:20 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1 01:25 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1E 01:30 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1H 01:35 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1E 01:40 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1E Ot:45 3100-2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 16 01:50 ~3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1E 01:55 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1H l 02:00 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1H 02:05 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 1H !( 02:10 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 15 02:15 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10@ 02:20 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 02:25 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 103 02:30 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100

SON y7 653 e s f_,_. t 5 l2$. ,) lo O 13 14 /8i s m9 i m n. e a l 1 -v O O 8 BJ ll s

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1 es i. I h g H C-. - ' 11 i E... $ 1 U C 1 20 ff O s (i T r, 6 ' 5" C2. g y J f .1 5,12,15,18 0 N pfter T=04:25 kLE-im3 IODINE ILTER CARTRIOG Radcon Controller Notesi ! ION GM jMR/HR PR/HR The dose rates on Elev. 653 in this package are based upon the asstmption that flood calculation package A-15 is valid. If another flood calculation 2.0 0.05 MIN package is valid then the radiological conditions for each point on elev. 653 TO TO 10 will remain constant frorn the time that the leak is stopped if you are unsure 50000 999999 KAX check with your lead controller as to what the correct radiological conditions NR/HR MR/HR UNITS Time should be for Elev. 653. 2.0 0.05 00:00 00:00 2.0 0.05 00:05 00:05 00:00 APERTURE

05 2.0 0.05 00:10 00:10 00:10 2.0 0.05 00:15 00:15 CARD

[A 00:15 2.0 0.05 00:20 00:20 00:20 2.0 0.05 00:25 00:25 2.0 0.05 00:30 00:3 00:25 2.0 0.05 00:35 00:35 Aho Av:tilable On 5 :30 00:35 2.0 0.05 00:40 00:40 Aperttire L,ard 00:40 2.0 0.05 00:45 00:45 00:45 2.0 0.05 00:50 00:50 Leak begins in RNR1A.A ptrip roomt There are messages that can be given to 00:50 2.0 0.05 00:55 00:5! players that arrive at the scene. Give water levels based upon the correct 00:55 2.0 0.05 01:00 01:00 flood calculation package (your lead controller can assist you in determining 01:00 2.0 0.05 01:05 01:05 the appropriate package). 2.0 0.05 01:10 01:10 01:05 2.0 0.05 01:15 01:15 01:10 2.0 0.05 01:20 01:20 01:15 2.0 0.05 01:25 01:25 01:20 2.0 0.05 01:30 01:30 01:25 l 2.0 0.05 01:35 01:35 01:30 2.0 0.05 01:40' 01:40 01:35 2.0 0.05 01:45 01:45 01:40 2.0 0.05 01:50 01:50 01:45 2.0 0.05 01:55 01:55 01:50 2.0 0.05 02:00 02:00 01:55 2.0 0.05 02:05 02:05 02:00 2.0 0.05 02:10 02:10 02:05 2.0 0.05 02:15 02:15 02:10 2.0 0.05 02:20 02:20 02:15 2.0 0.05 02:25 02:25 02:20 2.0 0.05 02:30 02:30 02:25 02:30 9308100100-

53653 04-07-1993 12:24:08 Sa sqn93se Meter Rezdings - Esck Side Top left Guarter SEQUOTAH NUCLEAR PLANT sqn Location 1 l Location 2 Location 3 Location 4 Location 5 l Location 6 l Location 7 Tine Closed Open Closed Cpen Closed Open Closed Open Closed Open Closed Open Closed Open c Window Wirdow Window Window Window Window Window Window Window Window Windcw Window Window Window g mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 02:35 0.11 0.11 0.22 0.22 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.1 3.1 02:40 0.19 0.19 0.39 0.39 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 02:45 0.21 0.21 0.42 0.42 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 02:50 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 02:55 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05

0. 0k 3.0 3.0 03:00 0.26 0.26 0.52 0.52 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 2.9 2.9 03:05 0.25 0.25 0.50 0.50 0.08 0.03 0.05 0.05 0.05 0.05 0.05 0.05 2.9 2.9 03:10 0.26 0.26 0.52 0.52 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 2.9 '

2.9 03:15 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.9 2.9 03:20 0.25 0.25 0.51 0.51 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:25 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:30 0.25 0.25 0.51 0.51 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:35 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:40 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 03:45 0.24 0.24 0.49 0.49 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 03:50 0.24 0.24 0.49 0.49 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 03:55 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 04:00 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 04:05 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:10 0.23 0.23 0.47 0.47 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:15 0.23 0.23 0.47 0.47 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:20 0.23 0.23 0.47 0.47 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:25 0.23 0.23 0.46 0.46 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:30 0.23 0.23 0.46 0.46 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 2M 2.5 04:45 0.23 0.23 0.46 0.46 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 2.5 2.5 05:00 2.3 2.3 4.9 4.9 .85 .85 0.05 0.05 0.05 0.05 0.05 0.05 2.4 2.4 05:15 4.6 4.6 9.7 9.7 1.6 1.6 0.05 0.05 0.05 0.05 0.05 0.05 2.4 2.5 05:30 6.6 6.6 13 13 2.3 2.3 0.05 0.05 0.05 0.05 0.05 0.05 2.3 2.5 05:45 6.4 6.4 12 12 2.2 2.2 0.05 0.05 0.05 0.05 0.05 0.05 2.3 2.4 06:00 6.3 6.3 12 12 2.2 2.2 0.05 0.05 0.05 0.05 0.05 0.05 2.2 2.4 06:15 6.1 6.1 12 12 2.1 2.1 0.05 0.05 0.05 0.05 0.05 0.05 2.2 2.3 06:30 6.0 6.0 12 12 2.1 2.1 0.05 0.05 0.05 0.05 0.05 0.05 2.1 2.3 S 3 653 06-24-1993 Sc; sqn93se Meter Readings - Back Side Bottom Left Quarter SECUOYAH NUCLEAR PLANT sq' Location 15 Location 16 Location 17 Location 18 Location 19 Location 20 Location 21 Time closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed-Open Wincow Window Window Window Window Window Window Window Window Window Window Window Window Window t mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 02:35 0.07 0.07 0.05 0.05 0.05 0.05 0.14 0.14 0.05 0.05 0.12 0.12 0.05 0.05 02:40 0.12 0.12 0.05 0.05 0.05 0.05 0.25 0.25 0.05 0.05 0.27 0.27 0.05 0.05 02:45 0.13 0.13 0.05 0.05 0.05 0.05 0.27 0.27 0.05 0.05 0.23 0.23 0.05 0.05 02:50 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.33 0.33 0.05 0.05 02:55 0.15 0.15 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.28 0.28 0.05 0.05 03:00 0.17 0.17 0.05 0.05 0.05 0.05 0.34 0.34 0.05 0.05 0.34 0.34 0.05 0.05 03:05 0.16 0.16 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.31 0.31 0.05 0.05 03:10 0.17 0.17 0.05 0.05 0.05 0.05 0.34 0.34 0.05 0.05 0.31 0.31 0.05 0.05 03:15 0.16 0.16 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.30 0.30 0.05 0.05 03:20 0.16 0.16 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.31 0.31 0.05 0.05 03:25 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:30 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:35 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:40 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:45 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.29 0.29 0.05 1.05 03:50 0.16 0.16 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.29 0.29 0.05 0.05 03:55 0.15 0.15 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.29 0.29 0.05 0.05 04:00 0.15 0.15 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.29 0.29 0.05 0.05 04:05 0.15 0.15 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.28 0.28 0.05 0.05 04:10 0.15 0.15 , 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.28 0.28 0.05 0.05 04:15 0.15 0.15 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 04:20 0.15 0.15 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 04:25 0.14 0.14 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.23 0.05 0.05 04:30 0.14 0.14 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 04:45 0.14 0.14 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 05:00 0.64 0.64 0.05 0.05 0.05 0.05 1.3 1.3 0.05 0.05 1.2 1.2 0.05 0.05 05:15 2.0 2.0 0.05 0.05 0.05 0.05 4.4 4.4 0.05 0.05 4.1 2.1 0.05 0.05 05:30 3.6 3.6 0.05 0.05 0.05 0.05 8.0 8.0 0.05 0.05 7.7 3.0 0.05 0.05 05:45 4.2 4.2 0.05 0.05 0.05 0.05 9.8 9.8 0.05 0.05 9.3 6.1 0.05 0.05 06:00 4.1 4.1 0.05 0.05 0.05 0.05 9.5 9.5 0.05 0.05 9.1 9.0 0.05 0.05 06:15 4.0 4.0 0.05 0.05 0.05 0.05 9.3 9.3 .0.05 0.05 8.9 8.8 0.05 0.05 06:30 3.9 3.9 0.05 0.05 0.05 0.05 9.1 9.1 "0.05 0.05 8.7 8.6 0.05 0.05

..noaa vn uo nr,s ss.ar ~u

qn93ee Meter Readings - Back Side Top Right Quarter SEOUOYAH NUCLEAR PLANT l

Location 14 Location 8 Location 9 l Location 10 Location 11 Location 12 Location 13 Closed Open closed Open Ctesed Open Closed Open Closed Open Closed Open Closed Open r Window Window Window Wirdew Window Window Window Vindow Window Window WiMow Window Window Window mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr l 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 02:35 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:40 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 02:45 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:50 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 02:55 l 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:00 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:05 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:10 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:15 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:20 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:25 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:30 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:35 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:40 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:45 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:50 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:55 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:00 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:05 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:10 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:15 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:20 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:25 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:30 18 18 2.9 2.9 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:45 23 23 33 33 0.05 0.05 0.05 0.05 0.85 0.85 0.05 0.05 0.05 0.05 05:00 26 26 36 36 0.05 0.05 0.05 0.05 1.6 1.6 0.05 0.05 0.05 0.05 05:15 29 29 35 35 0.05 0.05 0.05 0.05 2.3 2.3 0.05 0.05 0.05 0.05 05:30 33 33 35 35 0.05 0.05 0.05 0.05 2.3 2.3 0.05 0.05 0.05 0.05 05:45 29 29 34 34 0.05 0.05 0.05 0.05 2.2 2.2 0.05 0.05 0.05 0.05 06:00 25 25 33 33 0.05 0.05 0.05 0.05 2.2 2.2 0.05 0.05 0.05 0.05 06:15 23 23 33 33 0.05 0.05 0.05 0.05 2.1 2.1 0.05 0.05 0.05 0.05 06:30 50N653 06-24-1993 sqn93se Meter Readings - Back Side Bottom Right Quarter SECUOYAH NUCLEAR PLANT Location 22 Location 23 Location 24 Location 25 l Location 26 Location 27 Location 28 Closed Open Otosed Open Closed Open Closed Open Closed Open Closed Open Closed Open Window Window Window Window Window Window Window Window Window Window Wirviow Window Window Window mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 1 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02 M 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:fD 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 $Q2M 0.05 0.05 0.05 0.05 0.0: 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:50 i 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:55 { 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:00 ) O.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:05 i, 1 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:10 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:15 t 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:20 l 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:25 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:30 0 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:35 o 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45

H 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:50 g

0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:55 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 0 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:05 ,4 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 @ 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:20 0 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:25 g 1 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 G ( l 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:00 j 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 1 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:30 i i )

A i \\ 5 +55I Sj[ .i ScN653 06-24-1993 sqn939e Airborne Info - Front Side Left Half SE0VOYAH NUCLEAR PLAN' Cata Location: RHR1A-A room pt.7 Data Location: all other pts. Data Location: SURFACE CONTAM AIR SAMPLE -1m3 100!NE SURFACE CONTAM AIR SAMPLE -1m3 100!NE SURFACE CONTAM PRE-FILTER CARTRIDG PRE-FILTER CARTIOGE FRISKER ION FRISKER 10N CM FRISKER 10N FRISKER ION GM FRISKER 10N CPM MR/HR CPM MR/HR MR/HR CPM MR/HR CPM MR/HR MR/HR CPM MR/HR, 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 l 8 TO TO TO TO TO TO TO TO TO TO TO TO 50000 50000 50000 50000 999999 50000 50000 50000 50000 999999 50000 50000 Time CPM MR/hR CPM MR/HR MR/HR CPM MR/HR CPM MR/HR MR/HR CPM MR/HR rk 02:35 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 1200 2.0 02:40 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2000 2.0 02:45 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2300 2.0 02:50 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0 02:55 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700-2.0 03:00 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:05 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:10 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:15 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:20 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:25 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:30 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0: 03:35 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0 03:40 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0 03:45 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0' i 03:55 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0! 03:50 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0 04:00 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0 04:05 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0 D4:10 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0 04:15 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0 04:20 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0: 04:25 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2400 2.0, I' 04:30 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2400 2.0 ,} D4:45 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2400 2.0 05:00 2300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2300 2.0 05:15 2300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2200 2.0' 05:30 2300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2200 2.0; 05:45 2200 2'.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2100 2.0 06:00 2200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2100 2.0, 06:15 2100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2000 2.0 06:30 2100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2000 2.0

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g p ls.8,9afterT=04:25 h!RSAMPLE-1m3 IODINE l PRE-FILTER CARTRIOG Radcon Controller Notest TRISKER 10N GM ( CPM MR/HR MR/HR The dose rates on Elev. 653 in this package are based upon the asstription that flood calculation package A-15 is valid. If another flood calculation 100 2.0 0.05 MlW package is valid then the radiological conditions for each point on elev. 653 TO 10 TO 10 will remain constant from the time that the leak is stopped if you are unsure !50000 50000 999999 MAX check with your lead controller as to what the correct radiological conditions l CPM MR/hR MR/HR UNITS Time should be for Elev. 653. l 100 2.0 0.05 02:35 02:35 If using a flood control package A-5 to A-15 then water will begin to leak 02:35 l 100 2.0 0.05 02:40 02:40 from RHR1A-A ptrp room onto the main elev. 653. To determine the correct 02:40 l 100 2.0 0.05 02:45 02:45 flood calculation package consult with ycur lead controller. Give water 02:45 100 2.0 0.05 02:50 02:50 levels based upon the correct flood calculation package. 02:50 100 2.0 0.05 02:55 02:55 02:55 100 2.0 0.05 03:00 03:00 03:00 100 2.0 0.05 03:05 03:05 i 100 2.0 0.05 03:10 03:10 g 03:05 03:10 100 2.0 0.05 03:15 03:15 APERTURE 03:15 100 2.0 0.05 03:20 03:20 03:20 100 2.0 0.05 03:?5 03:25 A CARD 03:25 100 2.0 0.05 03:30 03:30 03:30 100 2.0 0.05 03:35 03:35 P" 03:35 100 2.0 0.05 03:40 03:40 100 2.0 0.05 03:45 03:45 Au Mattable Ori c3:'o 03:45 l 100 2.0 0.05 03:50 03:50 dperitirt C,ard 03:50 l 100 2.0 0.05 03:55 03:55 03:55 100 2.0 0.05 04:00 04:00 04:00 100 2.0 0.05 04:05 04:05 04:05 100 2.0 0.05 04:10 04:10 J4:10 100 2.0 0.05 04:15 04:15 04:15 100 2.0 0.05 04:20 04:20 04:20 100 2.0 0.05 04:25 04:25 04:25 t 100 2.0 0.05 04:30 04:30 04:30 100 2.0 0.05 04:45 04:45 04:45 100 2.0 0.05 05:00 05:00 05:00 100 2.0 0.05 05:15 05:15 05:15 100 2.0 0.05 05:30 05:30 05:30 l 100 2.0 0.05 05:45 05:45 05:45 100 2.0 0.05 06:00 06:00 06:00 100 2.0 0.05 06:15 06:15 06:15 100 2.0 0.05 06:30 06:30 g g 06

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J l d .g i 4k; p -: g wm p. .\\ SCN669 04-07-1993 12:39:42 sqn93ge Airborne Info SEQUOYAH NUCLEAR PLANT ORILL DATA Data Location: pts. 1-25 $URFACE CONTAM AIR SAMPLE *1m3 ICDINE PRE-FILTER CARTR10G FRISKER 10N FR:SKER ION GM CPM MR/HR CPM MR/HR MR/HR L 100 2.0 100 2.0 0.05 MIN TO TO TO TO TO TO 50000 50000 50000 50000 999999 MAX yl Time CPM MR/HR CPM MR/HR MR/HR UNITS 00:00 100 2.0 100 2.0 0.05 00:00 00:15 100 2.0 100 2.0 0.05 00:15 00:30 100 2.0 100 2.0 0.05 00:30 00:45 100 2.0 100 2.0 0.05 00:45 01:00 100 2.0 100 2.0 0.05 01:00 01:15 100 2.0 100 2.0 0.05 01:15 01:30 100 2.0 100 2.0 0.05 01:30 01:45 100 2.0 100 2.0 0.05 01:45 j 02:00 100 2.0 100 2.0 0.05 02:00 02:15 100 2.0 100 2.0 0.05 02:15 02:30 100 2.0 100 2.0 0.05 02:30 02:45 100 2.0 100 2.0 0.05 02:45 03:00 100 2.0 100 2.0 0.05 03:00 03:15 100 2.0 100 2.0 0.05 03:15 03:30 100 2.0 100 2.0 0.05 03:30 03:45 100 2.0 100 2.0 0.05 03:45 04:00 100 2.0 100 2.0 0.05 04:00 ' ' ~ 04:15 100 2.0 100 2.0 0.05 04:15 04:30 100 2.0 100 2.0 0.05 04:30 --04:45 100 2.0 100 2.0 0.05 04:45 05:00 100 2.0 100 2.0 0.05 05:00 05:15 100 2.0 100 2.0 0.05 05:15 05:30 100 2.0 100 2.0 0.05 05:30 ~ (' ' 05:45 100 2.0 100 2.0 0.05 05:45 l 3 06:00 100 2.0 100 2.0 0.05 06:00 M 06:15 100 2.0 100 2.0 0.05 06:15 06:30 100 2.0 100 2.0 0.05 06:30 I as o

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m f SCw653 06-24-1993 SC sqn93po Meter Readings - Back Side Top lef t cuarter SECUOYAH WUCLEAR PLANT sc, Location 1 l Location 2 Location 3 Location 4 Location 5 l Location 6 Location 7 Tine Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Window Window Window Window Window Window Window Window Wirdow Window Window Window Window Window mr/hr me/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 20 0.20 00:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 'U~20 0 0.20 i 00:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.20 0.20 i 00:50 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 7.5 7.5 00:'S 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 7.5 7.5 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 7.5 7.5 t 01:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 7.4 7.4 01:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.0:i 7.3 7.3 I 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 7.3 7.3 01:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 7.2 7.2 01:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 5.8 5.8 01:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 5.0 5.0 l 01:35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 4.3 4.3 01:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.9 3.9 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.5 3.5 01:50 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.3 3.3 01:55 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.2 3.2 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.2 3.2 02:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.2 3.2 02:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.2 3.2 1 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.2 3.2 I 02:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.1 3.1 l 02:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.1 3.1 j 02:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.1 3.1 e 53653 06-24-1993 sm, sqn93se Meter Readings - Back Side Bottom Lef t cuarter SEQUOYAH NUCLEAR PLANT l sq t 3 tocation 15 Location 16 Location 17 Location 18 Location 19 Location 20 Location 21 Time Closed Open closed open Closed open Closed open Closed open closed open closed Open g Window Vindow Window Vindow Window Window Window Window Window Window Window Window Window Window g mr/hr mr/hr mr/hr 3r/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 00:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 - i [ 00:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 + 00:10 0.05-0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:25 0.05 0.05 0.05 0.05 0.05 0.05 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:50 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:55 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 i 01:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 j 01:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 01:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 I 01:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 0.05 0.05- - 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:35 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:40 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:50 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:55 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 j C2:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:25 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05_

0. 05. -

0.05 0.05 0.05 0.05 0.05 01:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

30N653 04-07-1993 12:39:42 sqn93ee Meter Readings - Fack Side Top Right Ouarter SEOUOYAH NUOLEAR PLANT Location 8 l Location 9 l Location 10 Location 11 l Location 12 l Lccation 13 l Location 14 l Closed Open Closed Open Closed Open Closed Open Closed Open Clcsed Open Closed Open Mindow Wirdew Vindow Window Window Window Window Windcw Window Window Window Window Window Window mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:00 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:05 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:10 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:15 1 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:20 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:25 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:30 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:35 10 10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:40 10 10 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:45 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:50 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 00:55 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:00 it 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.C5 0.05 0.05 0.05 0.05 01:05 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:10 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:15 l 11 11 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:20 [ 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:25 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:30 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:35 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:40 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:45 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:50 12 12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 01:55 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:00 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 02:05 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 02:10 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 02:15 13 13 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:20 14 14 0.05 0.05 0.05 0.05 0.05 0.95 0.07 0.07 0.05 0.05 0.05 0.05 02:25 I' 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:30 M 653 06-24-1993 sqn93;e Meter Readings - Back Side Bottom Right Cuarter SECUOYAH NUOLEAR PLANT Location 22 Location 23 l Location 24 l Location 25 Location 26 Location 27 Location 28 Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Window Window Window Window Window Window Window Window Window Window Window Vindow Window Window mr/hr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr8 ~ ~ T00 ' 00 ~ 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 O.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 ~0.05 0.05 0.05 0.05 0.05 0.05 00:05 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:10 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:15 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:20 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:25 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:30 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:35 ) 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:40 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:45 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:50 g 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 00:55 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:00 0 1 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:05 g 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:10 1 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:15 C l 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:20 g O.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:25 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:30 ""4 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:35 co 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:40 O 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:45 0.0$ 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:50 CQ f 0.05 0.05 0.05 0.05 0.05 0.05 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 01:55 \\ 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:00 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:05 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:10 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:15 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:20 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:25 l l 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:30 i

V %e i [ f,,$ SGN653 06-24-1993 san 93se Airborne Info - Front Side left Half SEQUOYAH NUCLEAR PLANT pts. 1, Cata Location: RHR1A-A room pt.7 Cata Location: all other pts. Data location: pts. 8, SURFACE CONTAM AIR SAMPL E -1m3 10 DINE SURFACE CONTAM AIR SAMPLE -im3 100lNE SURFACE CONTAM AIR S. PRE-flLTER CARTR10G PRE-FILTER CARTIOCE FRE FRISKER 10N FRISKER 10N GM FRISKER !ON FRISKER 10N GM FR!SKER 10N FRISKI CPM MR/HR CPM MR/HR MR/HR CPM MR/HR CPM MR/HR MR/HR CPM MR/HR CPM 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 TO 10 TO 10 TO TO TO TO TO 10 TO TO To 50000 50000 50000 50000 999999 50000 50000 50000 50000 999999 50000 50000 50000 Tine CPM MR/HR CPM MR/NR MR/HR CPM MR/HR CPM MR/HR MR/HR CPM MR/HR CPM 00:00 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10. 'I 00:05 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10; 00:10 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10 00:15 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10. 00:20 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10: 00:25 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10~ 00:30 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10 00:35 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10: 00:40 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10: 00:45 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10!. 00:50 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10:' 00:55 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10: 01:00 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10' 01:05 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10: 01:10 3300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10r 01:15 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 8 01:20 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 01:25 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 01:30 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10t - l 01:35 3200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10L 01:40 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 01:45 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 10E 01:50 '3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 i 01:55 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 02:00 3100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 - j 02:05 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 !( 02:10 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 02:15 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 02:20 3000 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 02:25 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100 02:30 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 100

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( A g }l DRILL DATA 3er T=04:25 g M g 12,15,18,20 '] E -1m3 IDDINE TER CARTRIDG Radeon Controller Notest , ION CM NR/HR MR/HR The dose rates on Elev. 653 in this package are based upon the assmption that flood calculation package A-15 is valid. If another flood calculation 2.0 0.05 MIN package is valid then the radiological conditions for each point on elev. 653 To TO To will remain constant from the time that the teak is stopped if you are unsure 50000 999999 MAX check with your lead controller as to what the correct radiological conditions PR/HR MR/HR UNITS Time should be for Elev. 653. I 2.0 0.05 00:00 00:00 M 2.0 0.05 00:05 00:05 00:00 APERTURE

5 2.0 0.05 00:10 00:10 00:10 2.0 0.05 00:15 00:15 CARD m:15 2.0 0.05 00:20 00:20 d,.

2.0 0.05 00:25 00:25 00:20 2.0 0.05 00:30 00:30 00:25 i 2.0 0.05 00:35 00:35 Alt.o Available On

3 l2.0 0.05 00:40 00:40 Aperturo Card 00:35 l 2.0 0.05 00:45 00:45 00:40 00:45 l 2.0 0.05 00:50 00:50 Leak begins in RHR1A-A ptro roomi There are messages that can be given to 00:50 l 2.0 0.05 00:55 00:55 players that arrive at the scene. Give water levels based upon the correct 00:55 l 2.0 0.05 01:00 01:00 flood calculation package (your lead cor trotter can assist you in determining 01:00 2.0 0.05 01:05 01:05 the appropriate package).

2.0 0.05 01:10 01:10 01:05 t 2.0 0.05 01:15 01:15 01:10 ' 2.0 0.05 01:20 01:20 01:15 2.0 0.05 01:25 01:25 01:20 2.0 0.05 01:30 01:30 01:25 2.0 0.05 01:35 01:35 01:30 2.0 0.05 01:40~ 01:40 01:35 i 2.0 0.05 01:45 01:45 01:40 j2.0 0.05 01:50 01:50 01:45 l 2.0 0.05 01:55 01:55 01:50 ' 2.0 0.05 02:00 02:00 01:55 2.0 0.05 02:05 02:05 02:00 k0 0.05 02:10 02:10 02:05 2 20 0.05 02:15 02:15 02:10 2.0 0.05 02:20 02:20 02:15 2.0 0.05 02:25 02:25 02:20 2.0 0.05 02:30 02:30 02:25 02:30

. ~. Sch653 04-07-1993 12:24:08 3, y sqn93se Meter Readings - Back Side Top Lef t Quarter SEQUDYAH NUCLEAR PLANI s Location 1 Location 2 Location 3 Location 4 Location 5 l Location 6 Location 7 Tine Closed open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open i Wirdow Window Window Window Wirdow Window Wirdow Wirdow Window Wirdow Window Window Wirdew Wirdcw mr/hr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 02:35 0.11 0.11 0.22 0.22 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 3.1 3.1 02:40 0.19 0.19 0.39 0.39 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 02:45 0.21 0.21 0.42 0.42 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 02:50 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 02:55 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 3.0 3.0 03:00 0.26 0.26 0.52 0.52 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 2.9 2.9 03:05 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.9.. 2.9 03:10 0.26 0.26 J.52 0.52 0.09 0.09 0.05 0.05 0.05 0.05 0.05 0.05 2.9

2.9 i

03:15 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.9 2.9 03:20 0.25 0.25 0.51 0.51 0.08 0.08 0.05-0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:25 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:30 0.25 0.25 0.51 0.51 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:35 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.8 2.8 03:40 0.25 0.25 0.50 0.50 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 03:45 0.24 0.24 0.49 0.49 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 03:50 0.24 0.24 0.49 0.49 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 03:55 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 04:00 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.7 2.7 04:05 0.24 0.24 0.48 0.48 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:10 0.23 0.23 0.47 0.47 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:15 0.23 0.23 0.47 0.47 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 '2.6 04:20 0.23 0.23 0.47 0.47 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:25 0.23 0.23 0.46 0.46 0.08 0.08 0.05 0.05 0.05 0.05 0.05 0.05 2.6 2.6 04:30 0.23 0.23 0.46 0.46 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 2.5 2.5 04:45 0.23 0.23 0.46 0.46 0.07 0.07 0.05 0.05 0.05 0.05 0.05 0.05 2.5 2.5 05:00 2.3 2.3 4.9 4.9 .25 .85 0.05 0.05 0.05 0.05 0.05 0.05 2.4 2.4, i 05:15 4.6 4.6 9.7 9.7 1.6 1.6 0.05 0.05 0.05 0.05 0.05 0.05 2.4 2.5 ' 05:30 6.6 6.6 13 13 2.3 2.3 0.05 0.05 0.05 0.05 0.05 0.05 2.3 2.5 05:45 6.4 6.4 12 12 2.2 2.2 0.05 0.05 0.05 0.05 0.05 0.05 2.3 2.4 06:00 6.3 6.3 12 12 2.2 2.2 0.05 0.05 0.05 0.05 0.05 0.05 2.2 2.4 06:15 6.1 6.1 12 12 2.1 2.1 0.05 0.05 0.05 0.05 0.05 0.05 2.2 2.3 06:30 6.0 6.0 12 12 2.1 2.1 0.05 0.05 0.05 0.05 0.05 0.05 2.1 2.3 SON 653 06-24-1993 sqn939e Meter Readings - Back Side Bottom Left Quarter SEQUOYAH NUCLEAR PLANT t Location 15 Location 16 Location 17 Location 18 Location 19 Location 20 Location 21 + Time Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed Open. Window Window Window Window Window Window Window Vindow Window Window Window Window Window Window ! mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 02:35 0.07 0.07 0.05 0.05 0.05 0.05 0.14 0.14 0.05 0.05 0.12 0.12 0.05 0.05 i 02:40 0.12 0.12 0.05 0.05 0.05 0.05 0.25 0.25 0.05 0.05 0.27 0.27 0.05 0.05 02:45 0.13 0.13 0.05 0.05 0.05 0.05 0.27 0.27 0.05 0.05 0.23 0.23 0.05 0.05 i 02:50 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.33 0.33 0.05 0.05 02:55 0.15 0.15 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.28 0.28 0.05 0.05 03:00 0.17 0.17 0.05 0.05 0.05 0.05 0.34 0.34 0.05 0.05 0.34 0.34 0.05 0.05 03:05 0.16 0.16 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.31 0.31 0.05 0.05 03:10 0.17 0.17 0.05 0.05 0.05 0.05 0.34 0.34 0.05 0.05 0.31 0.31 0.05 0.05 l 03:15 0.16 0.16 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.30 0.30 0.05 0.05 03:20 0.16 0.16 0.05 0.05 0.05 0.05 0.33 0.33 0.05 0.05 0.31 0.31 0.05 0.05 03:25 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:30 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:35 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:40 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.30 0.30 0.05 0.05 03:45 0.16 0.16 0.05 0.05 0.05 0.05 0.32 0.32 0.05 0.05 0.29 0.29 0.05 0.05 i 03:50 0.16 0.16 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.29 0.29 0.05 0.05 l l 03:55 0.15 0.15 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.29 0.29 0.05 0.05 i 04:00 0.15 0.15 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.29 0.29 0.05 0.05 i 04:05 0.15 0.15 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.28 0.28 0.05 0.05 1 04:10 0.15 0.15 _ 0.05 0.05 0.05 0.05 0.31 0.31 0.05 0.05 0.28 0.28 0.05 0.05l 04:15 0.15 0.15 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 ' 04:20 0.15 0.15 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 0.05 l 04:25 0.14 0.14 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 4 0.05 04:30 0.14 0.14 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 04:45 0.14 0.14 0.05 0.05 0.05 0.05 0.30 0.30 0.05 0.05 0.28 0.28 0.05 0.05 05:00 0.64 0.64 0.05 0.05 0.05 0.05 1.3 1.3 0.05 0.05 1.2 1.2 0.05 0.05 1 05:15 2.0 2.0 0.05 0.05 0.05 0.05 4.4 4.4 0.05 0.05 4.1 2.1 0.05 0.05 05:30 3.6 3.6 0.05 0.05 0.05 0.05 8.0 8.0 0.05 0.05 7.7 3.0 0.05 0.05 05:45 4.2 4.2 0.05 0.05 0.05 0.05 9.8 9.8 0.05 0.05 9.3 6.1 0.05 0.05 06:00 4.1 4.1 0.05 0.05 0.05 0.05 9.5 9.5 0.05 0.05 9.1 9.0 0.05 0.05 06:15 4.0 4.0 0.05 0.05 0.05 0.05 9.3 9.3 0.05 0.05 8.9 8.8 0.05 0.05 06:30 3.9 3.9 0.05 0.05 0.05 0.05 9.1 9.1 0.05 0.05 8.7 8.6 0.05 0.05

.qn93ge Meter Readings - Back Side Top Right Quarter SEQUOYAH NUCLEAR PLANT Locetion 8 Location 9 l Location 10 Location 11 Location 12 Location 13 Location 14 Closed Open Closed Open Closed Open Closed Open Closed. Open Closed Open Closed Open Wirtdow Window Wirdow Window Window Window Window Vindow Vindow Window Window Window Window Window mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr. mr/hr mr/hr mr/hr 14 14 0.05 0.05 0,05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 02:35 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:40 14 14 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 02:45 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.09 0.09 0.05 0.05 0.05 0.05 02:50 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 02:55 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:00 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:05 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:10 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:15 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:20 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:25 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:30 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:35 i 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:40 f 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:45 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:50 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 03:55 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:00 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:05 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:10 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:15 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:20 i 15 15 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:25 16 16 0.05 0.05 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:30 l 18 18 2.9 2.9 0.05 0.05 0.05 0.05 0.08 0.08 0.05 0.05 0.05 0.05 04:45 l 23 23 33 33 0.05 0.05 0.05 0.05 0.85 0.85 0.05 0.05 0.05 0.05 05:00 1 26 26 36 36 0.05 0.05 0.05 0.05 1.6 1.6 0.05 0.05 0.05 0.05 05:15 l 29 29 35 35 0.05 0.05 0.05 0.05 2.3 2.3 0.05 0.05 0.05 0.05 05:30 33 33 35 35 0.05 0.05 0.05 0.05 2.3 2.3 0.05 0.05 0.05 0.05 05:45 29 29 34 34 0.05 0.05 0.05 0.05 2.2 2.2 0.05 0.05 0.05 0.05 06:00 25 25 33 33 0.05 0.05 0.05 0.05 2.2 2.2 0.05 0.05 0.05 0.05 06:15 23 23 33 33 0.05 0.05 0.05 0.05 2.1 2.1 0.05 0.05 0.05 0.05 06:3g APERTUME

Ch653 06-24-1993 k

bd)@ L

qn939e Meter Readings - Back Side Bottom Right Quarter SEQUOYAH WUCLEAR PLANT h4 Location 22 Location 23 Locaticn 24 Location 25 Location 26 Location 27 Location 2B Ab AnHable On ;

01osed Open Closed Open Closed Open Closed Open Closed Open Closed Open Closed 0 Window Vindow Window Window Window Window Window Window Window Window Window Window Window Wind M DI'L' b. Y l mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr mr/br mr/hr mr/hr mr/hr mr/hr mr/hr mr/hr 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 /C2,:3,5 AuUD 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 O g 40 g.e 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05

02. 4$'

O.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:50 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 02:55 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:00 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:05 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:10 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:15 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:20 I 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:25 o 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:30 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:35 O 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 03:40 ,a 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:50 0 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 03:55 o 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:10 00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:15 o 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:20 l 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:25 O l 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:30 Q 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 04:45 (- 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:30 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 05:45 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:00 ) 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:15 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 06:30 l

e h 6. O. OP

SCN653 06-24-1993 sg,93ge Airborne Info - Front Side Left Half SEQUOYAH NUCLEAR PLAk Data Location: RHR1A-A room pt.7 Data Location: all other pts.

Data Locationi SURFACE CONTAM AIR SAMPLE -1m3 IODINE SURFACE CONTAM AIR SAMPLE -1m3 100!NE SURFACE CONTAM PRE-FILTER CARTR!DG PRE-FILTER CART!DGE FRISKER 10N FRISKER ICN GM FRISKER ION FR!SKER ION GM FRISCER ION CPM MR/HR CPM MR/HR MR/HR CPM MR/HR CPM MR/HC MR/HR CPM MR/Hf 100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 100 2.0 TO TO TO TO TO TO TO TO TO TO TO TO 50000 50000 50000 50000 999999 50000 50000 50000 50000 999999 50000

50000, Time CPM MR/HR CPM MR/HR MR/HR CPM MR/HR CPM MR/HR MR/HR CPM MR/HR

-j 02:35 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 1200 2.0I 02:40 2900 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2000 2.0l 02:45 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2300 2. 01 02:50 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600

2. 0' 02:55 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:00 2800 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0 03:05 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0g 03:10 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.4 03:15 27DJ 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0j 03:20 2700 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0, 03:25 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2700 2.0i 03:30 2600 2.0 100 2.0 0,05 100 2.0 100 2.0 0.05 2700 2.0l 03:35 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0l 03:40 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0l 03:45 2600 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0l i

03:50 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0! 03:55 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2600 2.0l 04:00 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0l 04:05 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0l 04:10 2500 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0; D4:15 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0; 04:20 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2500 2.0i 04:25 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2400 2.Di 8 04:30 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2400

2. 0' 04:45 2400 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2400 2.0

[ 05:00 2300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2300 2.0; i 05:15 2300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2200 2.0: 05:30 2300 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2200

2. -

05:45 2200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2100

2. -

06:00 2200 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2100 2. 06:15 2100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05 2000 2. 06:30 2100 2.0 100 2.0 0.05 100 2.0 100 2.0 0.05l 2000 2. W %

w. 9

som 'T 653 e e .+ .L__. t 5 K. / I 'to 11 13 14 r( jg 3 l wR 12 ] Ei 1 ~ ,v C.J C g wa N b i N; I;lT l% Q I? ,[ L I Y 7 g -L.-.- l

4. '..

E C O O 3 2D 17--( 6 ' . S' q-p s - u l t l DRILL DATA ~ d [

1,2,3,12,15,18,20 aj g

Q g } , 8,9 after T=04:25 lR SAMPLE -1m3 100!hE PRE 41LTER CARTRIDG Radeon Controller Hotest llSKER 10N GM Cf"4 MR/HR MR/HR The dose rates on Elev. 653 in this package are based upon the assumtion that ficod calculation package A-15 is valid. If another flood calculation l100 2.0 0.05 MIN package is valid then the radiological conditions for each point on elev. 653 10 TO To ! 10 will remain constant from the time that the teak is stopped if you are unsure '000 50000 999999 MAX check with your lead controller as to what the correct radiological conditions CPM MR/NR MRfMR UNITS Time should be for Elev. 653. 100 2.0 0.05 02:35 02:35 If using a flood control package A-5 to A-15 then water will begin to teak 02:35 100 2.0 0.05 02:40 02:40 f rom RHR1 A-A pino room onto the main elev. 653. To determine the correct 02:40 100 2.0 0.05 02:45 02:45 flood calculation package consult with your tend controller. Give water 02:45 100 2.0 0.05 02:50 02:50 levels based upon the correct flood calculation package. 02:50 100 2.0 0.05 02:55 02:55 02:55 100 2.0 0.05 03:00 03:00 100 2.0 0.05 03:05 03:05 g 03:00 03:05

100 2.0 0.05 03: 10 03:10 APERTURE 03:10 100 2.0 0.05 03:15 03:15 03:15 f.

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SQNRMONS.PRN sgn93ge 06-24-1993 SEQUOYAN NUCLEAR PLANT DRILL DATA OVERALL R ads % TION MONITOR LEVELS i RADIATION MONITOR READINGS (UNITS AS SPECIFIED) FOR GENERAL MONITORS i TIME IN UNIT 1 MAIN STEAN LINE MONITORS. UNIT 1 51EAM GENERATDRS UNIT 2 HAIN STEAN LINE MON!TDRS UNIT 2 STEAM GENERATORS MINUTES 421 422 423 424 120 121 124 421 422 423 424 120 121 124 SG#1 Vlv SG#1 Viv SG#1 Vlv SG#1 Vlv TurbBlg Turb8tg SG#1 Vlv SG#1 Viv SG#1 Viv SG#1 Vlv Turb8 t g Turb6tg Vault Vault Vault Vault El 685 El 685 El 690 Vault vault Vault Vault El 685 El 685 El 690 2.9E-4 2.9E-4 2.9E-4 2.9E-4 10 10 10 2.9E-4 2.9E-4 2.9E-4 2.9E-4 10 10 10 to to to to to to to to to to to to to to 2.9E+4 2.9E+4 2.9E+4 2.9E+4 1.0E+7 1.0E+7 1.0E+7 2.9E+4 2.9E+4 2.9E+4 2.9E+4 1.0E+7 1.0E+7 1.0E+7 uti/cc uti/cc uCl/cc uti/cc CPM CPM CPM uCf/cc uCI/cc uCi/cc UCi/cc CPM CPM CPM 00:00 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:00 00:05 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:05 00:10 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:10 00:15 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:15 00:20 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:20 00:25 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:25 00:30 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E 4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:30 00:35 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:35 00:40 2.9E 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:40 00:45 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0Ei1 1.0E+1 1.0E+1 00:45 00:50 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:50 00:55 2.9E 4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 00:55 3 01:00 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E 4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:00 01:05 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:05 01:10 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:10 01:15 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:15 01:20 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:20 01:25 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:25 01:30 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:30 01:35 2.9E-4 2.9E-d 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:35 l 01:40 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:40 01:45 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:45 01:50 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E 4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:50 01:55 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 01:55 1 02:00 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 02:00 02:05 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E 4 1.0E+1 1.0E+1 1.0E+1 02:05 02:10 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E 4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 02:10 02:15 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 '1.0E+1 1.0E+1 02:15 i 02:20 '2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 02:20 02:25 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 0425 02:30 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 02:30 02:35 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.C4+1 02:35 02:40 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 '1.0E+1 02:40 02:45 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 02:45 02:50 2.9E-4 2.?E-4 2.9E 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E 4 1.0E+1 1.0E+1 1.0E+1 02:50 02:55 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 ' 1.0E+1 1.0E+1 1.0E+1 02:55 03:00 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 03:00 03:05 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1-1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 03:05 t 03:10 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E-4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 03:10 03:15 2.9E-4 2.9E-4 2.9E-4 2.9E-4 1.0E+1 1.0E+1 1.0E+1 3.1E-4 3.1E 4 3.1E-4 3.1E-4 1.0E+1 1.0E+1 1.0E+1 03:15 ..-- -~

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-Meteorological Data for SQN 1993 Graded Exercise on June 30th will.be

{ actual meteorological data, j i Environmental Radiological data will be as their meter reads for all samples. I ? 4 l l r h e

1 I

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1 SQN93GE This is a drill! page 1 ~! OPERATIONS SUPPORT CENTER TASKS Controller Assianments l OSC Task Description Duration of Tasks in ELAPSED HOURS i Grouped by Controller 0 1 2 3 4 5 6 7 Instrument - Carl Johnson Mechanical - Ernest Booker Feedwater Flow Elements-g;; -Mechanical - Ed Bennett AFW Cavitating Venturi Mechanical - Mike Campbell "1-" U-1 SG Handholes .j Mechanical - Clinton Woolson RHR1A-A Piping Leak Fire Ops - Phillip Johnson i Aux. Bldg. Flooding { -h Y i t .I t O i i .-4

I SQN93GE This is a drill! page 2 l l OPERATIONS SUPPORT CENTER TASKS ) Initial Conditions: Cavitating Venturi for 1A-A motor driven auxiliary feedwater(AFW) pump was removed per WR 93GE01 for inspection of wall thickness based on a letter from the manufacturer. Upon removal the venturi was found to have severe cavitation damage which caused the last 6 inches of the venturi's length to be eroded well below minimum wall thickness. The cavitating venturi for 1B-B motor driven AFW pump was also removed for inspection. Upon removal it was found to have no cavitation damage. While attempting to reinstall the [ cavitating venturi for 1B-B AFW pump the venturi was accidently [ dropped landing flange down on a structural pipe support. This resulted in a gash completely across the flange's seating surface that was about one-eighth inch deep and three-sixteenths inch l wide. ) Feedwater flow elements FE 3-90, FE 3-48, FE 3-35, and FE 3-103 l have all been removed for steam cleaning. Steam cleaning of FE 3-35 is complete and awaiting final inspection and reinstallation. i Steam cleaning of FE 3-90 is 80% complete; FE 3-48 is 10% complete. l Steam cleaning of FE 3-103 has not commenced. Sludgelancing has commenced on SG#2 and SG#4 and is about 75% comple Sludgelancing has commenced on SG#3 and is about 10% complete. Sludgelancing has not commenced on SG#1 due to equipment problems { but is expected to start this shift. i I J I ] i l i i 1 I i t k I l ? t i l

1 SQN93GE This is a drill! page 3 j OPERATICNS SUPPORT CENTER TASKS Task: Repair and reinstallation of 1A-A AFW cavitating venturi and 1B-B AFW cavitating venturi f

== Description:== i Initial TVA issued WR 93GE01 to inspect the venturies after being l Condition notified by the venturies' manufacturer, Rocky Mountain j Nuclear, that some of the material stock from which the l Venturies were machined had been inadequately heat treated and may be more prone to cavitation induced wall thinning. l 02:00 One or more venturies may be reinstalled to j 03:30 .i Task Criticality: Task is NOT CRITICAL to the scenario. This task may be done based on TSC/OSC priority. j Reference Drawings: Vendor Drwg. P1967-1 47W803-2 47W427-7 47W427-1 series WR 93GE01 Controller Notes: L Simulation Notes: O No actions will actually be taken which may alter the operations of the site nor will personnel enter actual High l l Radiation or Contamination Areas. Actual work will only be i allowed on mockups of the effected equipment. If no mockup i i is available, then the equipment will be physically located but verbal descriptions of actions to be taken will be given rather than performing the actual actions which would effect the site operations. Actions not effecting operations such as getting supplies and wearing protective clothing l will be performed. Lead Controllers may authorize additional i simulation. Issue any messages related to this event to the players. Read initial condition page for latest status on these venturies. f f. Several options exist for repairing or reinstalling these l venturies, j Once any repairs or installation is completed on this venturi then notify your Lead Controller or the Exercise j 4 Coordinator informing them as to what was done. j i ' O

SQN93GE This is a drill! page 4 OPERATIONS SUPPORT CENTER TASKS Cleaning and reinstallation of Feedwater flow elements FE 3-90, O Task: FE 3-48, FE 3-35, and FE 3-103.

== Description:== Initial TVA issued WR 93GE02 to steam clean U-1 feedwater flow Condition elements. 02:00 One or more feedwater flow elements may be reinstalled l to 03:30 Task Criticality: Task is NOT CRITICAL to the scenario. This task may be done based on TSC/OSC priority. Reference Drawings: Controller Notes: Simulation Notes: No actions will actually be taken which may alter the operations of the site nor will personnel enter actual High Radiation or Contamination Areas. Actual work will only be allowed on mockups of the effected equipment. If no mockup is available, then the equipment will be physically located O but verbal descriptions of actions to be taken will be given rather than performing the actual actions which would f effect the site operations. Actions not effecting operations such as getting supplies and wearing protective clothing will be performed. Lead Controllers may authorize additional simulation. 6 Issue any messages related to this event to the players. Read initial condition page for latest status on these flow elements. Once any reinstallation is completed on these feedwater flow i elements then notify your Lead Controlle-- or the Exercise ) Coordinator informing them as to what was done. l i 7

SQN93GE This is a drill! page 5 OPERATIONS SUPPORT CENTER TASKS T Task: U-1 Steam Generator (SG) Handhole reinstallation

== Description:== Initial All SGs have been drained and handholes removed in Condition preparation for sludgelancing. j 02:00 One or more SG handholes may be reinstalled to 03:30 Task Criticality: Task is NOT CRITICAL to the scenario. This task may be done based on TSC/OSC priority. Reference Drawings: Controller Notes: Simulation Notes No actions will actually be taken which may alter the operations of the site nor will personnel enter actual High Radiation or Contamination Areas. Actual work will only be allowed on mockups of the effected equipment. If no mockup is available, then the equipment will be physically located but verbal descriptions of actions to be taken will be given rather than performing the actual actions which would effect the site operations. Actions not effecting operations such as getting supplies and wearing protective clothing l will be performed. Lead Controllers may authorize additional simulation. l r Issue any messages related to this event to the players. Once any reinstallation is completed on these handholes then notify your Lead Controller or the Exercise Coordinator i informing them as to what was done. f l I i i l l 1

SQN93GE This is a drill! page 6 4 OPERATIONS SUPPORT CENTER TASKS i Task: RHR1A-A suction piping leak on equalizing line between 1-FCV-74-3 and the room's back wall.

== Description:== 00:50 Leak begins on RHR system in RHR1A-A pump room between 1-FCV-74-3 and the wall. Leak rate is initially 65 to 70 gpm. 02:05 If leak has not been isolated then the leak will increase to about 105 gpm. Task Criticality: Task is CRITICAL to the scenario. When this task is' completed then the exercise may be terminated. j Reference Drawings: 47W810-1 47W432-1,2 Video Tour Pictures Controller Notes: Simulation Notes: No actions will actually be taken which may alter the operations of the site nor will personnel enter actual High Radiation or Contamination Areas. Actual work will only be allowed on mockups of the effected equipment. If no mockup is available, then the equipment will be physically located but verbal descriptions of actions to be taken will be given O rather than performing the actual actions which would effect the site operations. Actions not effecting operations such as getting supplies and wearing protective clothing will be performed. Lead Controllers may authorize additional simulation. t i Issue any messages related to this event to the players. A mockup will be used. The mockup is located at the hypochlorite building. The mockup is to simulate a leak at the equilizing line upstream of 1-FCV-74-3 near valve 1-74-506. The players must discover-the exact location and extent of the breach. Gaining access to the RHR1A-A pump room will be a task for the OSC team as the water will be radioactive and at about 150 degrees F. Depending upon their time of arrival there may be. water on i the main elevation of 653'. Once the repairs are completed on this mockup then notify your Lead Controller or the Exercise Coordinator informing them as to what was done. I i E ..-m .n, rw--

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_ _ ~ _ .i s INSTRUCTIONS TO PLAYERS. CONTR0T TERS. AND EVALUATORS .i

== Introduction:== 'I l A Radiological Emergency Plan (REP) exercise is conducted each year to l demonstrate the ability of the emergency response organization to respond i to an actual emergency and in doing so protect the safety and health of i the workers and general public. This demonstration is controlled by TVA l personnel and evaluated by TVA and regulatory agency personnel to determine the adequacy of the response and actions taken. The selection of personnel to control the exercise is based on the specific areas of j expertise being controlled or evaluated.- j A large contingent of evaluators and controllers must be utilized to conduct such a large scale endeavor and each individual must understand and follow specific instructions to ensure the successful conduct of the exercise. The following packages contain specific instructions and rules for controllers, evaluators and players to follow while participating in the [ REP exercise. .) i ( i l 1 1 I t j . f i i i ) i t f~ 0434E l J J f 1

IHSTRUCTIONS AND RULES FOR PLANT PLAYERS i t i 1. Remember there are two clocks, the scenario time (elapsed time) and the actual clock time. Use actual clock time when reporting events to others and in your logs. i t i 2. Controllers run the exercise and are identified by arm bands marked " CONTROLLER." Evaluators will evaluate performance and are identified by bands marked " EVALUATOR." Evaluators MAX HQI interact or interfere with a player. Controllers will also act as evaluators j to the extent their control duties allow. Visitors may be j observing for what they might learn from the exercise and are l identified by arm bands marked " VISITOR". j 3. Identify yourself by name and function as necessary to the exercise controllers and evaluators. This will be helpful. i 4 Elev out all actions. as much as possible, in accordance with your [ emergency plan and procedures as if it were a real emergency. Unless authorized by the controller, you should ant simulate your { actions. It is to your advantage to exercise as many of your actual i response actions as possible. If authorized tc simulate an action, tell the evaluator controller I '{ how and when you would actually do them and cleariv identify your. actions to the controller. i NOTE: DO NOT ENTER HIGH RADIATION AREAS OR CONTAMINATION AREAS IN I THE PLANT, FOLLOW ALARA FRINCIPLES. l S. Sceak out loud, identifying your key actions and decisions'to the l controllers and evaluators. This may seem artificial, but it will l 0 assist in the evaluation process and is to your benefit. [ .f' 6. If you are in doubt, ask your controller for clarification. The controller will not prompt or coach you. The controller will l normally only tell you what you would have perceived with ycur own j senses or correct errors due to the scenario. j 7 The controller periodically will issue messages or instructicas designed to initiate response actions. You must accept these ~ messages immediately. They are essential to your successful performance. k 1 8. If the controller intervenes with your play, it is for a good reason. Obey your controller's directions at all times. This is j ' essential to the overall success of the exercise. i 9. If a situation arises where you disagree with the information provided by the controller, you may ask him to reconsider or consult { with the functional area's Lead Controller. You must, however., accept his/her word as final and proceed. f 1 0434E j

i INSTRUCTIONS AND RULES FOR PLANT PLA1ERS } -(Continued)- \\ 10. Respond to the controller's questions. Evaluators will not interact 1 or interfere with players. You must not accept any messageslor instructions from evaluators or visitors. All evaluator interactions will be with the controllers. 11. You must play as if the simulated radiological conditions provided during the exercise are actually present, in accordance with the { information you have received. This will require that you wear j ~i radiation dosimeters, anti-contamination clothing, observe proper radiation protection practices, and be aware of and minimize your f radiation exposure. Controllers and evaluators are exempt from these requirements. Do ~ not let this confuse you or cause you to act unwisely. 12. If you are entering normal nuclear station radiation areas, observe l all rules and procedures. En nna (not even the controllers and [ evaluators) is exempt from normal station radiological practices and i procedures. i 13. Demonstrate your knowledge of the emergency plan, emergency operations. and procedures. 14. Utilize status boards, log books, etc., as much as possible to document end record your actions, instructions, and reports to your co-players. This is very important. 15. Keep a list of items you feel will improve the emergency plan and procedures. Provide this to your Lead Controller at the player critique and he will ensure they are considered. Remember one'of l the main purposes of the exercise is for you, the player, to i' demonstrate that you are adequately prepared. Areas for improvement or lessons learned, when identified, will improve your overall emergency preparedness. A critique of the exercise will occur after the exercise is terminated. Provide your input to your Lead Controller. This will help in the formal overall evaluation the controller will present. 16. Follow all normal industrial safety, radiological protection, and security instructions. Plant and personnel safety take precedence over any exercise requirements. 17. Please report any hazardous conditions or situations to the controller. 18. A controller should accompany you on any task you are given. If a j controller is not already standing by, you should locate one and inform him of your assignment to insure you are observed and/or informed of the exercise conditions. 0434E

_ =_ INSTRUCTIONS AND RULES FOR PLANT CONTROLLERS A. Controller Duties 1. Be familiar with scenario, the data, and messages you will pass out. 2. To pass out data and messages required to guide the exercise. l 3. Provide additional information to emergency responders that they may request concerning accident details as long as this information would be directly available to the responder. l 4. Take actions when required to keep the scenario on course. } 5. Report to your Lead Controller or the Exercise Coordinator i any problems you are unable to resolve. 6. Write down any areas where you believe improvement is needed and present your comments at the post-exercise critique. l l E. Instructions T 1. Personnel are assigned as controllers at all key f unction areas to monitor and control the exercise. They will l accompany radiological monitoring teams, plant health physics i personnel, maintenance repair / rescue teams, and others as i necessary. l 2. The controller activities will be overseen by the Exercise Coordinator who will be in radio or telephone communication with plant Lead Controllers. He will be responsible for the overall conduct of the exercise scenario. 3. Messages and simulated control room data will be used to initiate, modify, and complete the events comprising the overall scenario. Selected controllers will use the message f forms to place the scenario events in effect and to trigger responses from the involved emergency response j organizations. Each controller will have copies of the j messages controlling the portion of the exercise scenario for which he is responsible. l i l Controllin5 messages will be presented to the designated exercise participant at the time specified in the event schedule. The controller should followup with any necessary l i explanation of the message and answer questions to ensure j that the participant understands the message. Controllers will nat initially provide information to the ) participants regarding scenario development or resolution of problem areas encountered. The participants are expected to i i l obtain infonmation through their own organization and i - exercise their own judgment in determining response actions j and resolving problems. In the event of incorrect or incomplete responses or if the participant indicates lack of l knowledge of how to proceed, the controller may redirect the i participant with necessary instructions and will note the deficiency on his/her critique sheets. f 0434E I t

r INSTRUCTIONS AND RULES FOR PLANT CONTROLLERS -l (continued) i l r 4. Note that the scenario events are hypothetical. Any portions of the j scenario depicting plant system operational transients are simulated. .{ events, lh2 control room actions, reactions involving operation of j plant system or effecting generation capability will be initiated. j All exercise scenario messages will be prefixed and suffixed with~the words: "THIS IS A DRILL." Controllers stationed at areas vital to maintaining generating capability should be especially aware and.take extra precautions in issuing messages or giving instructions'regarding j the scenario events. ] 5. Selected controllers will have the time-related plant and radiological parameters of the exercise scenario for issue to the appropriate exercise participants. t 6. Some exercise participants may insist that certain parts of'the scenario are unrealistic. Controllers have the authority, with approval from the Lead Controllers, to clarify any questions regarding scenario content. In some cases, it may be necessary to exercise '{ " controller's prerogative" to preserve the continuity and objectives of the exercise. l j 7. Scenario equipment problems not covered in the exercise events section i of this manual will be handled by the controllers in the Control Room, i Simulator, CECC, TSC, or OSC. I l 8. Players are not allowed to introduce items-into the exercise or l scenario. 9. Be sure to return all exercise evaluation forms to a Lead Controller ~ who will forward them on to the Exercise Coordinator.

10. There are no specific meal breaks in the exercise. Controllers should

) break for meals as time permits after consulting their Lead Controller. Emergency team leaders should decide when team members may take a meal break.

11. Be sure to have a hard hat and safety glasses with you when entering the plant.

C. Ruins I Do's l l 1. Know the overall controller organization. 2. Be aware at all times of where you are in the scenario. l 3. Identify the players by name and function. l 4. Identify yourself at all times to all players by wearing the arm band. i 5. Identify the phone or radio you will use to maintain communications f with the Lead Controller. 6. Position yourself to maximize your effectiveness in issuing messages and observing the players. 7. Be sure you understand the players' actions and the master scenario. 8. Keep the scenario on schedule by checking your timeline. f 0434E

..-n- + - - -. .~ ~.. _ --nx i INSTRUCTIONS AND RULES FOR PLANT CONTROLLERS -l (continued) i () 9. Issue the message on -time. Make sure the players understand it.

10. Remember to call the lead controller to report on status of players' f

actions if off schedule or if in doubt about what to do. Call for advice if players depart significantly from the scenario script, which-l will create a major delay. If necessary. intervene with player action and put players back on scenario track. j

11. Allow the players reasonable flexibility to do their functions and l

demonstrate their skill, knowledge, and initiative.

12. Attend the post-exercise critique session to provide-any comments or -

clarification you may have. L{

13. Identify the player's leader. Work with them as appropriate.

j 14 If a real emergency occurs and this effects the players, call off your portion of the exercise and notify the lead controller immediately. -l

15. Be at your post at least 20 minutes prior to exercise commencement.

16. The evaluators must not issue " surprise" messages or direct " surprise" I

actions at the players. They must work through the controller. This j is essential for the success of the exercise.

17. Controllers and evaluators do not have to follow the radiation exposure control practices for the simulated radiation levels from the l

emergency exercise scenario. However, the. players must follow the radiation protection rules. Controllers, evaluators, and players entering normal nuclear station radiation areas must observe all normal radiation control practices.

18. Follow all normal industrial safety, radiological protection, and

[ security instructions. l

19. Report Tuly hazardous condition to the lead controller.

!l Don'ts l 1. Don't leave your post at key times. 1 2. Don't prompt the players to take action. 3. Don't coach the players. 4. Don't forget to call the lead controllers to seek advice or help, as necessary. 5. Don't allow the media or other external influences to distract the i players. No interviews with players are allowed. J i ? } I l 0434E-i

IPSTRUCTIONS AND RULES FOR PLANT EVALUATORS A. Instructions: 1. Message forms and simulated control room data will be used to initiate, modify, and complete the events comprising-the overall scenario. Selected controllers will use the message forms.to place the scenario events in effect and to trigger responses from the involved emergency response organizations. Each controller will.have copies of the messages controlling the portion of the exercise scenario for which he is responsible. Controlling messages will be presented to.the designated exercise participant at the time specified in the event schedule. The controller should follow up with an explanation of the message and answer questions to ensure that the participant understands the message. Controllers will nni initially provide information to the participants regarding scenario development or resolution of problem areas encountered. The participants are expected to obtain ir. formation through their own organization and exercise their own judgment in determining response actions and resolving problems. In the event of incorrect or incomplete responses or if the participant indicates a lack of knowledge of how to proceed, the controller may prompt the participant with necessary instructions or contingency cards and will note the deficiency on his/her critique sheets. 2. Note that the scenario events are hypothetical. Any portions of the scenario depicting plant system operational transients are simulated events. En actions, involving operation of plant systems or affecting generation capability will be initiated. 3. Some exercise participants may insist that certain parts of the scenario are unrealistic. The controllers have the authority, with approval from the lead controllers, to clarify any questions regarding scenario content. In some cases, it may be necessary to exercise " controller's prerogative" to preserve the continuity and objectives of the exercise. 4. Scenario equipment problems not covered in the exercise events section of this manual will be handled by the controllers in the Control Room, Simulator, CECC, TSC, or OSC. 5. Players are not allowed to introduce items into the exercise or scenario. 6. Be sure to return all evaluation forms to a Lead Controller who will forward them on to the Exercise Director. 7. There are no specific meal breaks in the exercise. Evaluators should eat as time permits. 8. De sure to have a hard hat and safety glasses with you when entering the plant. 0434E r

INSTRUCTIONS AND RULES FOR PLANT EVALUATORS (continued) (< B. Rules Do's 1. Know the overall scenario. 2. Know the emergency organization and the specific plant instructions governing the area you are observing. 3. Identify players by name and function when completing evaluation sheets. 4. Identify yourself at all times by wearing the arm bands provided. 5. Position yourself to maximize your ef fectiveness in observing the players. 6. Make notes on good and bad points of players' actions, the strengths and weaknesses, and areas for improvement. Use the Evaluator's Sheets. When completing the evaluation sheet, ask yourself the l following questions in determining what was right or wrong: } Were the procedures adequate and/or correct? i a. b. Did the individual (s) use and follow the procedures? Did the individual (s) use proper judgment if there no procedures? j c. d. Did the individual (s) respond properly based on the information l provided? I In short -Concentrate on procedural adecuaev. knowledre. and adherence to crocedures. and olaver iudement. 7. Attend the post-exercise critique session to provide your consents t and recommendations. 8. Be at your post at least 20 minutes prior to exercise commencement. 9. Evaluators will not issue " surprise" messages or direct " surprise" [ actions at the players.

10. Evaluators do not have to follow the radiation exposure control practices for the simulated radiation levels from the emergency exercise scenario. However, the players must follow the radiation protection rules. Controllers, evaluators, and players entering normal nuclear station radiation areas must observe all normal i

radiation control practices.

11. Follow all normal industrial safety, radiological protection, and security instructions.

12. Report any hazardous conditions or situations to the lead controller.

Don'ts 1 1. Don't leave your post at key times. j 2. Don't prompt the players to take action. 3. Don't coach the players. 4. Don't allow yourself to distract the players. 0434E i

INSTRUCTIONS AND' RULES FOR PLANT VISITORS 1. The event times and scenario are confidential and should be kept confidential during.the exercise. Do not discuss them with the players. 2. Visitors should not participate in the' exercise'nor interfere-in e the actions taken by the exercise players, controllers, and evaluators. j I 3. If you have questions, contact the controller of the location you are visiting. t t 4. Follow all normal industrial safety, radiological protection, and security instructions. j 5. Please report any hazardous condition to the controller. l i t i I k I I I t i I I i -{ r I r i f 9 0434E [ ) 1 i

~ { CONTROLLER CHECK LIST r A. Prior to the Exercise: O

1. Read and analyze the. scenario data in your area of expertise.

Determine if any changes or additions to the data are needed to~ insure the basic correctness of the-scenario.

2. Read the entire scenario package.and be especially familiar with the objectives, narrative summary, scenario timeline, messages, data for your area, and the controller worksheets.

t 3. Lead controllers, meet with the other controllers in your area several times and discuss the scenario's accuracy, completeness, and coherency. Inform the Scenario Development Team Leader of any recommended changes.

4. Attend all Scenario Development Team / Controller meetings.

5. Keep your scenario package updated as information changes.

6. Do not divulge the Scenario start time or date. Do not discuss the Scenario events or timeline with people outside the 7

Scenario Development Team. B. During/After the Exercise:

1. Answer and complete applicable controller worksheets.

[

2. After the exercise is over, present completed controller worksheets to your lead controller prior to leaving.

j O

3. After the exercise is over,-Lead contollers discuss any problems noted on the controller work sheets with your controllers prior to them leaving.

i I i

4. Lead controllers review all of your controller's comments and prepare a presentation of activities for your area that contain i

good practices as well as areas needing improvement prior to any scheduled critique.

5. Lead controllers attend any scheduled critique and give your presentation of activites in your area of concern.

j i 6. Lead controllers obtain copies of pertainent data such as log books, surveys, etc. which would be useful to the Scenario Development Team Leader in compiling the Final Exercise Report. E i I L}}

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