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Table 2-1 Fire Suppression Systems and Coverage System System A (riser located in basement) I Coverage F I hsement E3uilding 991 Waste Storage keas Supply to the East Dock and Building 989 dry pipe I System B (riser located in Room 170 - West Dock) Building 985 riser - Y Uu hose valves in these arm Supply to the West Dock and Canopy area Building 985 EIuilding 985 filter plenum deluge system All hose valves in Building 985. There are two accessible fire hydrants located within 75 feet of Building 991 of the Building 991 Complex and one located within 75 feet of Building 985. See Figure 2-10 for the Building 991 Complex for the fire protection water loop with hydrant locations. These hydrants are identified as Hydrants 9-3, 9-4 and 9-5. Hydrant 9-3 is located directly west of Building 985 on the west side of the north-south running road and provides access to pump into the sprinkler system and standpipe Fire Department connections located on the south side of Building 985. Hydrant94 is positioned near the southwest corner of Building991 and provides access to pump into the sprinkler system and standpipe Fire Department connections located on the west side of the building and also provides access to Building 992 and Building 984. Buildings 996, 997 and 999 could also be supported by this hydrant or they could be accessed from within Building 99 1. Hydrant 9-5 is located near the southeast comer of Building 991 and is in a useful position for interior attack of the Building 991 oflice areas, mechanical rooms, basement, and waste storage areas in Rooms 134 and 166, and Buildings 989 and 984. These fre hydrants provide adequate coverage of the complex. 2.3.1.2 Automatic Sprinkler System Portions of Buildiog 991, Building 998, and the basement level are protected by an overhead automatic wet-pipe sprinkler system, designated as System A. Building 985 is also protected by an overhead automatic wet-pipe sprinkler system. The wet-pipe sprinkler systems were installed to an Ordinary Hazard pipe schedule per NFPA 13. The “Ordinary Hazard” classification requires a minimum residual pressure of 20pounds per square inch (psi) plus elevation to the highest sprinkler (approximately :27 psi for Building 991) and a required flow rate at the base of the riser of 850 to 1500 gallons per minute (gpm). Per the FHA (Ref. 24), the available pressure and flow rates for the sprinkler systems in Building 991 exceed the required minimum for pipe schedule systems: (1) for Ordinary Hazard Group 1 occupancy under the 1989 edition of NFPA 13, and (2) for Ordinary Hazard occupancy under the 1994 edition of NFPA 13. Building 99 1 Complex FSAR
0 \\ 0 0 \ '0 a 0 a - !! c m a a 0 s .- 00 C 3 - .- Is
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,._I REVIEW AND APPROVAL FOR BUILDI
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i L- FACILITY OVERWEW The Building
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Based on the information in Table 1
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i ,: - DF 1 - DF 3 - DF 3 DFJ - DF
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AB AC ACI ALARA Am AOL ARCIE ASME B
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j ?,.- LCO L.L.C. LLW LSDW MAL MAR
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V Volt WAD Work Authorization Docum
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. 2.3.1 Fire Suppression. Detection
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Figure 2-2 Building 991 and Associa
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Page 24 and 25: Chapter 6 Derivation of Technical S
Page 26 and 27: Table 1-1 DOE-STD-3009 and Building
Page 28 and 29: identified along with the change in
Page 30 and 31: area), and other types of hazardous
Page 32 and 33: Conduct of receipt, staging and shi
Page 34 and 35: contamen received Accuracy Report &
Page 36 and 37: 1.2.6.2 Safety Analysis Summary Pot
Page 38 and 39: polishing equipment. The Metallogra
Page 40 and 41: under this set of documents include
Page 42 and 43: specified in HSP 11.03 were met by
Page 44 and 45: USQD-991-98.0900-MIU (Ref. 20) was
Page 46 and 47: 17 18 19 20 21 22 23 24 25 26 27 28
Page 48 and 49: a THIS PAGE INTENTIONALLY LEFT BLAN
Page 50 and 51: During the 1980s, Final Quality Cer
Page 52 and 53: Revision L September 1990 Figure 2-
Page 54 and 55: Building 989 - Diesel Generator Bui
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Page 58 and 59: Bearing walls and intermediate conc
Page 60 and 61: concrete structure with exterior di
Page 62 and 63: 1 ,j I Minor cracks and leaking hav
Page 64 and 65: uilding. Differential displacement
Page 66 and 67: in wooden waste containers and stor
Page 74 and 75: The sprinkler system consists of a
Page 76 and 77: connect hoses to a hydrant and flow
Page 78 and 79: Revision I Scptcmber 1999 Figure 2-
Page 80 and 81: filters against the impacts of larg
Page 82 and 83: 2.3.2 Heating, Ventilation, and Air
Page 84 and 85: The S-1 system has outside air damp
Page 86 and 87: Supplv Zone 4 (S-4) The S-4 supply
Page 88 and 89: Table 2-2 Building 991 Complex Exha
Page 92 and 93: system contains an untested HEPA st
Page 94 and 95: The burners are Model LNR 8.4-G-20
Page 96 and 97: LSDW speakers are located throughou
Page 98 and 99: 2.3.5.2 Steam and Condensate System
Page 100 and 101: 2.3.5.4 Domestic Process Water Syst
Page 102 and 103: component (Schedule 40 pipe with 6-
Page 104 and 105: 18 19 20 21 22 23 24 25 Building 99
Page 106 and 107: i THIS PAGE INTENTIONALLY LEFT BLAN
Page 108 and 109: the successful completion of a PSC'
Page 110 and 111: hazards analysis approach to be use
Page 112 and 113: Site Integrating Management Contrac
Page 114 and 115: The Criticality Safety program is e
Page 116 and 117: safety SSCs relies on the developme
Page 118 and 119: 3.14 RADIATION PROTECTION The Radia
Page 120 and 121: activities and hazard assessment an
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18 19 20 21 22 23 24 25 26 27 28 29
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*I L\ '. '/ CHAPTER 4 HAZARD AND AC
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c THIS PAGE INTENTIONALLY LEFT BLAN
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pertinent to FSAR preparation, haza
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Facilities, DOE-HDBK-30 10-94 (Ref.
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PDC is the plume duration correctio
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0 Hazard Warning - The availability
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For hazardous materials that did no
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4.4.2 Hazard Classification The DOE
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scenarios. A total of 37 event tree
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Revision 1 Scpinnher 19% (2) extrem
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determined to represent a Standard
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The extremely unlikely impact of a
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750 Pad tank farm that migrates to
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4 3 M a p: X - a E 0 U N U
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4.6 RISK DOMINANT ACCIDENT SCENARIO
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A"" and Room 170 (including connect
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area, or the Building 996 waste sto
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consequence is low (0.084rem). If'
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! Movernent of waste containers fro
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The risk and conseauences of Punctu
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i ’ i, ! U” In summary, removal
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4 2 3 k J M fi .I 4 2 n
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ch ch
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I 1 I a rj i Y 4 d L J
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3 ci 3 N n i
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4.8 SAFETY ANALYSIS ASSUMPTIONS AND
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W 3
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I f dl
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c 3
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I I I
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, UI
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~ 16 17 18 19 20 21 22 23 24 Revisi
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It Tip: 3 *-- Revision 1 September
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6.1 INTRODUCTION 6. DERIVATION OF T
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4 7 : i Maintenance of this Design
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NI -1 -4 Y) d
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-I I I c? 8 3 rA \ \ I I
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6.4 ADMINISTRATIVE CONTROLS 6.4.1 I
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H .I L * m CII 0 L c, El s .- c, E
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P d
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I ea 0 " E3 O Q zs P I .- 3 " 5 2 d
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n L .I c, 5! c! U
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6.5 TSR DERIVATION The TSRs were de
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6.6 REFERENCES 1 Safety Analysis fo
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Revision 1 September 1999 CHAPTER 5
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5.1 INTRODUCTION 5. SAFETY STRUCTUR
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Conditions for Operations (LCOs) in
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EI .- .- 4 3 I
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5.2.2 SC-3 SSCS This section summar
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5.3 SSC SAFETY CATEGORY DESfGNATIUl
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-I i
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0 N n
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APPENDIX A BUILDING 991 COMPLEX TEC
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5B.4.2 CREDITED PROGRAMMATIC ELEMEN
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TERM ' AFFECTED AREA BASISBASES BUI
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TERM OUT-OF-SERVICE OUT-OF-TOLERANC
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1.2 ACRONYMS AC AOL CSE DOE DOT FEV
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limits on container radioactive mat
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1.2 LOGICAL CONNECTORS (continued)
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2. SAFETY LIMITS AND LIMlTING CONTR
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LCO 3.0.7 LCO 3.0.8 LCO 3.0.9 LCO 3
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LCO 3.0.6 (cont.) Calibration that
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LCO 3.0.8 Planned OUT-OF-TOLERANCES
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3./4. LIMITING CONDITIONS FOR OPERA
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3./4. LIMITING CONDITIONS FOR OPERA
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BASES BACKGROUND The BUILDING 991 C
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BASES REQUIRED ACTION A. 1 LCO 3.1
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BASES ~ ~~~ ~ REQUIRED ACTION A.2 (
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BASES REQUIRED The four-hour COMPLE
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BASES REQUIRED ACTION C.2 (continue
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7 ;' LT 6, BASES REQUDRED ACTION D.
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BASES RE0UIKE.D ACTION E. 1 Revisio
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SURVEILLANCE REQUIREMENTS ]BASES SR
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3.2 LIMITING CONDITION FOR OPERATEO
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S LRkEIL LANCE REQLZEMEhT SR 4.2.1
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BASES BACKGROChD (continued) The Bu
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BASES BACGGROVhD (continued) APPLIC
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BASES APPLICA'TION TO SAFETY rzN At
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BASES REOUIRED ACTION A. I [continu
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BASES REO U1RE.D ACTION C 1 [contin
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BASES REQUIRED ACTION E. I REQUIRED
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?I 1i-l ~~ ~ ~ SR 4.2.1 The verific
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3J4. LIILlXTfNG CONDXTlUKS FOR OPER
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3.M. IJIR/EITXNG COLWXTIONS FOR OPE
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BASES BA4CKGRO'L'KD (continued) Rev
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BASES APPLICABILITY Jlis LCO is app
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BASES REO UIRED ACTIONB 1 The Build
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BASES REQUIRED ACTION B.2.2 {contin
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SK4 3.1 Thc verification of the com
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SURVEILLANCE RE 0 UIREMENTS 3A SE S
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, -I ,.i ’-, \ 5.0.3 AC Programma
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5.1 5.1.1 5.1.2 5.1.3 ORGANIZATION
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5.2 5.2.1 5.2.2 INVENTORY CONTROL A
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AOL 2 SNM containers staged in the
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AOL 4 The quantities of radioactive
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AOL 5 Wooden LLW crates stored at t
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AOL 7 All pallets of waste containe
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2 4’1 ACTIONS: CONDITION 1. ODmti
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5.3 CONTROL OF COMBUSTIBLE MATERIAL
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ACTIONS: CONDITION 1. High heat rel
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AOL 10 A flammable gas use control
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5.4 5.4.1 5.4.2 5.4.3 Revision 1 Sc
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Revision 1 Szptcrnber 1999 Table 2
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5.6 5.6.1 Revision I Sntcrnher t999
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-I -)y 5.8.1 fieauirenients for Wor
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5B.0 GENERAL APPLICATION BASES Revi
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5B. 1 ORGANIZATION AND MANAGEMENT B
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5B.2 INVENTORY CONTROL AND MATERIAL
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AOL 1 POC and waste containers are
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, 1 \,?i AOL 3 BASIS (cont'd) AOL 4
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AOL 5 This AQL applies to wooden LL
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AOL 7 BASIS (cont'd) AOL 8 BASIS: R
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AOL 8 BASIS [cont'dj Revision 1 Sep
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5B.3 CONTROL OF COMBUSTIBLE MATERIA
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-7 “q Y AOL 9 BASIS Combustible m
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5B.4 MAINTENANCE AND SURVEILLANCE O
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' I *r- ;:x 5B.5 EMERGENCY RESPONSE
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5B.S WORK COYTROL BASES 5B.S.l Requ
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6 DESIGN FEATURES The purpose of th
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7 REFERENCES A- 1 A-2 A-3 A4 A-5 A4
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k e- .. _. . .~,
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' Building 991 Complex FSAR/NSTR Ch
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1 Revisions NSTR-011-98. Safety Ana
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