ML050060110

Design Change Package 80062466 Revision 2 Extended Power Uprate Piping Vibration Monitoring Installation Package, 12/10/2004

ML050060110
Person / Time
Site:	Hope Creek
Issue date:	12/10/2004
From:	Public Service Electric & Gas Co
To:	Office of Nuclear Reactor Regulation
References
TAC MC5111 80062466 Rev 2
Download: ML050060110 (196)

Text

{{#Wiki_filter:(- Prepare Preliminary Release (PR) Form DCP PRELIMINARY RELEASE FORM HC (x)S1 ( ) S2 ( )S3 ( )SC DCP No.:80062466 Rev. 2 Preliminary Release Preparer completes items (1.) through (9.) and obtains item (10.) approvals. I&T Group prepares items (11.) a.nd (12.). NOTE: The SSC shall be out of service-and not adversely affect SSCs inservice. 1.

Title:

EPU piping Vibration monitoring Installation Package 2.

Purpose:

The original Drywell DCP scope of work was to install forty-eight accelerometers at nineteen locations. The cables were routed through containment penetration IBW202 to an existing cabinet located outside the B side access hatch in the reactor building. The expanded scope monitors approximately 40 locations using about 100 accelerometer locations. This expanded scope requires the use of additional penetration lCW200. Due to the location of the penetrations and number of cables, two data acquisition systems using an additional penetration lCW200 are required for the drywell monitoring. The increased scope results in an extensive revision to the DCP. To continue with the installation of the package in the field, in paralled with the preparation of the DCP revision, it is necessary to utilize the Preliminary Release Process.

3. Structure, System or Components affected:

An expanded scope of monitoring will add additional instrumentation on the Recirc, RHR piping and associated components. Also included is the original scope that installed vibration instrumentation on Main Steam (drywell and turbine building), feedwater (drywell and turbine building), Extraction Steam, and limited Recirc and RHR (drywell) piping. 4.

Description:

Piping system monitoring will occur inside the drywell (room 4220), turbine building steam tunnel elevation 123' (room 1405/3491), and in feedwater water heater room 1504 at elevation 137'. The following piping systems will be monitored for vibration; Main Steam (drywell and turbine building), Feedwater (drywell and turbine Building), Extraction Steam, Recirc (and RHR connections inside drywell) and their associated components and attached piping. The current scope monitors approximately 40 locations,using about 100 vibration monitoring devices in the drywell. Twenty-four accelerometers at ten locations, and twenty strain gages at eight locations will be monitored in the turbine building. The drywell instrumentation will be connected through drywell electrical penetrations IBW202 and ICW200 to data acquisition systems located in rooms 4303 and 4310. Cables are routed in conduits on the reactor building side of the installation from the penetrations to the console mounted DAS systems. Penetration Seals (N4303-002, N4330-002, S4310-005)will breached and resealed in accordance with supplied PSWRs. The DAS's will be powered via convenience outlets when drywell data is to be obtained. Based upon constructability walkdowns, another DAS setup will sit atop a cart (in lieu of a hardware cabinet), in the turbine building room 4101, near the turbine building steam tunnel at elevation 123'. Cable inside the turbine building steam tunnel will be routed to this DAS through an existing grouted wall penetration (N-1401-001).

5. Location:

Drywell, Reactor Building and Turbine Building Rooms 4220,4322, 4303, 4310, 4330, 4331, 1405, 3491, 1504.

6. Scope of Preliminary Release, including any special installation requirements:

Cables inside containment will be connected to the penetrations IBW202 & ICW200 IAW the requirements of Supplement 14. Splicing of wires will be IAW E1408. Vibration monitoring equipment and mounting blocks will be installed in the turbine building IAW with Supplemental Record 9 and applicable ADs HOI thru H17. Penetration Seals (N1401-00l,N4303-002,N4330-002,S4310-005) will be breached and resealed IAW the PSWRs (5501,5502,5503,5326 and 5327. The cable / conduit will be installed IAW E-1406 ("Raceway Notes, Symbols and Details") and Supplement 21. Recirc and RHR instrumentation will be routed through the 1BW202 with additional connections through the ICW200, if required. Main Steam and Feedwater instrumentation will be routed through the 1CW200 penetration. Vibration monitoring equipment and mounting blocks will be installed in the drywell IAW with applicable ADs H01 thru H17. The Data Acquisition Systems (DAS) may be installed under this Preliminary Release (Supplemental Records 9 & 21). However, a Transient Combustible Load Permit for the reactor building DAS (Supplemental Record 21) will be issued prior to moving this equipment to the field. Testing will performed IAW step 12 below.

7. Specific engineering attributes/acceptance criteria under Preliminary Release:

Functional testing/checks of the vibration equipment will be performed as described IAW Steps 11 and/or 12 below.

8. Materials required:

See BOMs in work order 60049651 & 60046697

9. Preparer: Responsible Engineer (CP Preparer):

Ken Hutko approved by Phil Stashak 12-10-04 (Type in & SAP Final Confirm)

10. Approvals:Responsible Design Eng'g Supv:

(Type in & SAP Final Confirm) Joe Bisti Plant Manager or designee: (Type in & SAP Final Confirm) Jim Hutton Plant Maintenance Order (NUCM #): 60049651

11.

Installation Instructions by I&T Group

12.

Post Modification Test Instructions by I&T Group Note: SSCs shall not be considered operable until the complete DCP has been completed.

CHANGER NO: 80062466 REVISION NO 2 Effective Date 12-10-04 FORM 1 ENGINEERING CHANGE COVER SHEET CHANGE PACKAGE TYPE:[l Administrative lD Equivalent E ITemporary 0E Design EJ Non-Power Elock IS THIS A PRELIMINARY RELEASE (REVISION 0 OR GREATER)? YES E NO El FIELDWORK REQUIRED? YES 0 NO El TITLE: EPU Piping Vibration Monitoring Installation Package STATION/ UNIT: Z Hope Creek El Sal El Salem/Hope Creek CLASSIFICATIONS:. Important-to-Safety: em I El Salem2 El Salem3 El El OtherPSEG Nuclearfacility

• • YES 2 NOO NIA D YES E NO D N/A D Qsh n F

R El Salem Common N/A El [Salem] Q-Listed [Hope Creek] PREPARER Q Z2 Qs O RESPONSIBLEENGINEER/PREPARER(Print Name) l COMPANY l PHONE(includeAreaCode) Phillp M. Stashak Falcon Power Inc. (856) 935-7032 REVIEWERS/APPROVERS: (Type ONLY an SAP Operation Number below each reviewer/approer task corresponding to its SAP Final Confirmation (electronic si nature) for completlon of that Operation.) REVIEWERICHECKER DESIGN VERIFIER NIA N/A N/A INTERNAL PACKAGE EXTERNAL PACKAGE PSEG NUCLEAR FINAL PSEG SUPERVISOR APPROVAL APPROVAL ACCEPTANCE REVIEW APPROVAL (Internal packages only) (External packages only) (External packages only) N/A N/A NJA Op. 004 SORC CHAIRMAN SORC MEETING NUMBER STATION APPROVAL STATION APPROVAL N/A N/A 0005 N/A DEPARTMENTISPECIALTY INTERFACE (type dept OR specialty and Op number only) N/A I I AFFECTED DOCUMENT PREPARERSIREVIEWERS DISCIPLINE PREPARER (Op number only) REVIEWER (Op number only) CivIl! Structural (S) Op.00 3 Digital (K) N/A Electrical (E) Op. 003 Instrument & Controls (I) NIA Mechanical (M) N/A Pipe Stressl Supports (H) Op. 003 Programmatic (P) N/A Page 1 of 6 NC.CC-AP.ZZ-0080(Q), Rev 13

CHANGE NO: 80062466 REVISION NO.:2 EFFECTIVE DATE: 12.9-04 From 2 Engineering Change Table of Contents Channe Package Section

SUMMARY

(Form 3) DESIGN BASIS/DESIGN BASIS IMPACT (Form 4) DETERMINATION OF EQUIVALENCY (Form 5) AFFECTED DOCUMENTS LIST (ADL) (Form 6) MATERIALS LIST (Form 7) NC.NA-AP.ZZ-0059(Q) REVIEW (Include completed forms from NC.NA-AS.ZZ-0059(Q) as applicable) LIST ANY SUPPLEMENTAL RECORDS SUBMITTED FOR SCANNING: Design Input Record (Design & Temporary Changes only) - Not Included Paae Number N./A N/A NIA 4 .6 .N. 6 NIA Data Acquisition System (DAS) Description SUP02 Endevco Hardware: Accels, Charge Converter, High Temp. Wire, Signal Conditioner SUP03 Design Considerations Checklist SUP04 Pidtagram - Monitoring Locations-Drywell Elevation 77' SUP5 Pictogram - Monitoring Locations-Drywell Elevation 100' SUPOS PIctogram - Monitoring Locations-Drywell Elevation 112' SUP07 PIctogram - MonitorIng Locations -Drywell Elevation 121' SUP07 Pictogram - Monltorlng Locations - Turbine Bldg. Steam Tunnel El. 123' SUP09 Cable -Cable USA Data Sheet SUP10 Insulation Data And-Insulatlon Modaficatlon Sketches SUPI I Accel Direction Pictograms SUP12 Accelerometer Strain Gage Functional Locations SUP 13 Wring Block Diagram SUP 14 PMCR SUP 15 Page 2 of 6 NC.CC-AP.ZZ-0080(Q), Rev 13

CHANGE NO: 80062466 REVISION NO.:2 EFFECTIVE DATE: 12-9-04 Penetration Seal Work Release SUP 16 Connection & Label Signoff SUP 17 Accelerometer Mounting Block Diagram SUP 18 Strain Gage General Info SUP 19 Strain Gage Installation Instructions SUP 20 Drywell Vibration Monitoring Cable, Conduit, DAS Details SUP 21 Page 3 of 6 NC.CC-AP.ZZ-0080D(oJ, Rev 13

CHANGE NO: 80062466 REVISION NO.: 2 FORM 6 AFFECTED DOCUMENT LIST (ADL) A C D E Package AD No. Affected Document Do6ument SAP Order Rev of

• /*

Number/Revision Sheet Operation. Addftions/ Requiring Update Number Number DeletionsI HO: 1-P-AE-01 /21 1 270 H02 1-P-AE*04 / 11 1 270 H03 1 -P-AB-011 8 .1 270 -H04 1-P-AC-01 81I 1 270 H05 FSK-P-0169/12 1 270 H06 FSK-P-0170 /14 1 270 H07 FSK-P-0214 /14 1 270 HOB Not Used 270 H09 1-P-BC-02 121 1 270 1H-10 1-P-FC-01 / 19 1 270 -111 1-P-AB-08 / 12 1 270 H12 1-P-AB-09 /13 1 270 2 H13 1-P-BB-327 / 4 1 270 2 H14 1-P-BB-325 / 5 1 270 2 H15 1-P-BG-03 115 1 270 2 H16 1-P-BC-316 15 1 270 If the affected document Is a CAT 1 procedurelprogram [NOTE: CAT 1 is not the same as "Use Category I", per NAP-1j:

• CAT I (Restart) procedure/program to be updated prior to Turn Over to Operations [see Definitions].

CAT I (Post-Restart) procedure/program to be placed on hold until updated prior to next use [see Definitions]. If neither CAT I (Restart) nor CAT I (Post-Restart), the procedurelprogram Is CAT 2 by default (no asterisk). A For Equivalent CPs ONLY If the affected document Is to be updated after Installation Is complete, place an "I' In the Affected Document Number column at the right. Normally, this column Is left blank because Equivalent CP ADs are Issued with all acceptable equivalencles Included since SAP tracks current configuration at Installation. Pago 4 of 6 NCC-AP.ZZ-0080(Q), Rev 13

CHANGE NO: 80062466 REVISION NO.: 2 FORM 6 AFFECTED DOCUMENT LIST (ADL) A B C D E Package AD No. Affected Document Document SAP Order ev o AD Number/Revision Sheet Operation Additions/ Requiring Update Number Number D eletions 2 H17 1-P-BC-319 /7 1 270 $01 H-1ZZ-SCS-0253 /0 1 270 S02 H-1-Z-SCS-0253 /0 2 270 S03 H-1-ZZ-SCS-0253 /0 3 270 S04 H-1-ZZ-SCS-0253 /0 4 270 S05 H-1-ZZ-SCS-0253/0 5 270 S06 H-1-ZZ-SCS-0253 /0 6 270 S07 H-1 -ZZ-SCS-0253 / 0 7 270 I S08 H-1-ZZ-SCS:0253 I New 8 270 2 S09 A-0701-0 /16 1 270 2 E01 E-1409-0/ 11 1032 270 2 E02 E-1924-1/ 11 1 270 If the affected document Is a CAT I procedurelprogram (NOTE: CAT I Is not the same as "Use Category In, per NAP-1]:

• CAT I (Restart) procedure/program to be updated prior to Turn Over to Operations [see Definitions].

CAT 1 (Post-Restart) procedure/program to be placed on hold until updated prior to next use [see Definitions]. If neither CAT I (Restart) nor CAT I (Post-Restart), the procedurelprogram Is CAT 2 by default (no asterisk). . For Eauivalent CPs ONLY If the affected document is to be updated after Installation Is complete, place an 1"I In the Affected Document Number column at the right. Normally, this column Is left blank because Equivalent CP ADs are Issued With all acceptable equivalencles Included since SAP tracks current configuration at Installation. Page 5 of 6 NC.CC-AP.ZZ-0080(QJ, Rev 13

CHANGE NO: 80062466 REVISION NO.: 2 FORM 7 MATERIALS LIST CATEGORY: (EQUIPMENT, SERVICES, MATERIAL AND INSTALLATION SPARES) DISCIPLINE: ITEM QUANTITY ITEM DESCRIPTIONI SPECIFICATION PURCHASE MATERIAL USAGE COMMENTS (Add Material Master number as necessary) CLASSIFICATION See BOM in workorderBOO4965l & 6004697 NOTE: This form is not ruired If mateiial infornnation Is Input dhrfly Into the Component Screen (tab) of thc subordinate NUCM instllation order. Page 6 of 6 NC.NA-AS.ZZ.0059O(), Rev. 8

DCP 80062466 Rev.0 SUP02RO Sht.1 13 Vibration Data Acquisltlon System The Structural Integrity Vibration Data Acquisition System (VDAS) is an integration of the Pentium 4 or higher based PC computer, amplifier and high-speed analog-to-digital conversion hardware and the SI VDAS software as shown in Figure 2. The VDAS will record and analyze 40 accelerometers used to measure the piping vibration during plant power uprate. Description Hardware - Including Cart (Figure 2) The VDAS is a PC-Pentium 4 based high speed, digital data acquisition system. The system will accept up to 40 channels of analog dynamic signals. The 40 input channels are low passed (anti-alias) filtered, then fed into the analog-to-digital converter (ADC) where each channel Is amplified and digitized at a rate of 1024 samples per second (sps) per channel which provides usable bandwidth from I to 300 Hz. The ADC is a single card installed the computer. The filters and ADC card are manufactured by National Instruments. The digitized data from the ADC is recorded directly to the hard disk. Data is stored on the hard disk in a binary format to maximize data storage capacity. Each file is time and date stamped and provided with a unique, updated file name. After storage to the hard disk, the vibration data can be Kritten to a CD-RW drive. The desktop PC provided with the system will meet the following minimum requirements: Intel Pcntium 4, CPU 3.00Hz, 512 NO RAM, 80 G3 Hard Drive, 48x internal CD Rom, internal 16x/lOxI40x CD-RW drive, 3.5" Floppy, mouse, keyboard, 17" SVGA Monitor with 1024 X 768 resolution. A cart will be provided with sufficient load carry capability and surface area to carry the PC, DAS, thiee signal conditioners and coax cable for connection to the Temporary Junction Boxes. The cart will have methods (brakes, blocks, etc) to ensure compliance with VY requirements for securing temporary carts. Software The operating system is Windows.2000 Professional. The VDAS software is based on National Tnstrument's Labvicw graphical inlcrface software that provides.virtual instruments to acquire, real time process, analyze and store high-speed digital data. This is a description of a generic DAS. Each signal conditioner monitors a max of 16 channels. The SCXI amplifier I filter can monitor up to a max of 96 channels. The numbers of components assembled will match the requirements for the number of monitored channels.

DCP 80062466 Rev.e SUP02RO Sht, 2 Combined Software/Hardware Specification Number of Channels: 40 Sample Rate: 1024 samples per second per channel (simultaneously) AID rate: > lo6 samples/second Resolution: 12 bit Frequency Bandwidth: 1-300 Hz Filter: Low Pass (anti-alias), roll-off > 24 dE/octave, flat to 300 Hz Signal gain: Adjustable at x1, 10, 20, 50, 100. Recording: Simultaneous recording of 40 channels Recording time: 10 seconds to > 5 minutes (default is 2 minutes) Data storage: 80 Gbyte hard disk Backup: CD write backup Analysis: Time history, spectrum analysis, peak value, root-mean-square Operation All operations are mouse controlled. Any two channels of data may be selected and observed on the monitor in real time as time history or frequency spectrum with both root-mean-square and maximum and nilnimumn values indicated. Upon reaching the power set point, the operator will trigger the VDAS to record the data. After two minutes of recording, the system stops recording. The file is Identified by the file name, which includes a date and time stamp. Also. a description of the test is entered from the keyboard. Along with [he data file is a text file with all the VDAS settings (gain, conversion factors, sample rate, number of channels). At the end of the test the, operator transfers the data to the CD write for permanent storage. Data analysis is performed after the test. The root-mean-square (rnms) values for each accelerometer channel for each test condition are extracted from the recorded data. The rms values are printed out in a spreadsheet along with the acceptance criteria and a ratio of the rms to the acceptance criteria. The spreadsheet is labeled with the test condition, time and date of the test.

I II N,> 2 rw I I C O 40 ~M,1 l r ec~ll OMWM Plgurc 2. Accelcrompter. RCC, Signal Conditioncr and VDAS Hardware Schematic DCP 80062466 Rev.0 SUP02RO Sht. 313

1110111111091, Piezoelectric Accelerometer Model 7703A-50 and -100

• Temperature Compensated to

+2889C

• Hermetically Sealed
• Side Connector, 5/8" Hex I Ground Isolated
• .General Vibration Measurements ENDEVCO MODEL 7703A-50

-100 M'aai cc DE8CRIPllON The ENDEVCO' Model 7703A-XXX ISOSHBIAR pie20olectie accelerometer Is designcd for general vibration measurement on structures and objects. The ISOSHEAR design is cxtremely stabl: and rwsensitive to such enviroantental inputs is base bending and ther-mal transients. 'his line ofacceleronmeters,as been testcd in a radiation envirotfnent up to 10 rads. They are also capable of measurement up to +550 0F (+2880C). These units arc hermetically sealed zipinst external contamination. The acceleroineter is a self-gencrating device that requires no external power source for operation. The Model 7703A-XXX features ENDEVCO's PlEZtTEI71pe P-B crystal element, operating in shear mode. This device eithibits low base strain sensitivity. high resonance frquency and excellent output stability over time. Signal ground is isolated fi=o the onter.casc Of the unit. The accelerometer features a 10-32 side-connector. A low-nose coaxiad cable Is required for erraer-e operation. The model number sufixc indi-cates accekration ssitivity in pC/g; i.e. 7703A-100 features output sensitvity of 100 pC/g. ENDEVCO Signal Conditioner Models 133, 2775A or OASIS 2000 Computer-Controlled Systern are recommended for ste wlth this high impedance accelerometer. ~i~* 5&~.W311IJrFc 81,OL4U51 P2.I 3fM~II5F 50? 0H IATG .071*.h.1QN-2 W JO) TYPICAL AMPLITUDE RESPONIE CAL MTEMPEUeTURZE11EPONSE - : I 1V1V11YF11 - ~so I I I I TYPAI~CAPeAfl~ANCIL I r I I 4 I S P.4, 0 4 r I1 I 00 X 4-- 1--l. i I I - ', I .1 I I I - 2 to .100 FAEOUENCY RWERTE t0ti0 .100 0 Io O 10 10 S 2tO 2 0 Z;00 15 400 400 lid Si f71 (3s) 1140) out0) TEMPERATUJRE "I ('C) MmmuTT Uf 11C C V C 2 A S2il ENDEVCO I DCP 80062466 Rev.0 SUP03RO Sht. 1 of 8

ENDEvOO Plezoelectric Accelerometer MODEL:. 7703A-50 SPECIFICATIONS -100) Th fl Dt r pe mormwnc. Bpecilcalon.s cotorm to ISAIRP-37.2 11904) and arm 1PICSlc au& I, rafarenctid at *75F (*24'C) and 100 kb, inology CN487). Is aLuppiIKd DYNAMIC CHARjAGTNISTICS CWQ5R~ SENSIInVITY

Unlt, 40

.103 goIA. e 100 FROUICYRSPSao~- z*.2 Tr?pcatAntjitltudd Reisamse 3 8000m to.37000 -TRM43.p~SEN JrnVIr'YZ ELECTRICAL C)4ARACTE9tIITlC3 OUll'PUTPOLARITY A,. Az~a6*n dirptko b3aseofunApeodues poainive outaut at cantor rockeof ameaoudo~ AESIST~A4C6.1Zu 0 ENVIRONMENTAL CNARA.TERISTICI 5F(5C3 26C IfEI'EJWURE F3ANtE tov StNUSOCAL Vi0R'j1CLMIT a g 2000 000 SHOCKI.MIT .10000. WE ? Slm IrN4rJgvy itiiv pK4r i 9160 THERA4AL TRANSIENT 85NSITIVITY sc;0'. g pk1 rC) 6.004 (0.007) 0.003 1O08I INTEGtA'TID GAMMA FLUX nod up h2 1D. WE~G~grS NZUTRO" FLUX meup to loll PHYSICAL g4AALCITERISTICS COWCTRCoMalu ricepiade wkh' 10.32 UNP lind,

• designed to rrato v~th Erdmycvo Mall.t MM0 Serias Ca~a LIOUNITIN I OROUE bi4n ILI) 1(2)

CA1.10R&TION 8IJPPLIED. CKAROE FiREOUSNCY R5SPO"S E11 20 to B ktiz 20 bD 5 KJ-Z dO 6"Ikivu a KNZthnh MAXIMUM TRAN SVERSEIENTMiiVffIY rApACITncEw PI ACCESSORISs Model 30S0C120 (10 h) CABILE ASsEMBLY for usa to *S5OIF (+25a'C) Modul 2061-12 MOUNTING STUD. 10C42 to 1C032 EHM464 HEX KEY WRENCH OP'TIONACACCESdORISS Mod,! 307516M312D(0 (236) Mode! 22ai-4 Modal 2771AM3 Mod,! 2910 NOTES

1. Low-and mprupda of fte tansduoet ris a Function of bt Iassdcatad aoacWVMa.

2, Short duralion Shock pulsoc, such at thse. ganoruled by rmlali-to-moal lmppcil. may excfle tonsducar remmanuce end cause l,,artll wryors. Berg for TP220 kor Moto Wells0.

3.

Charge vap% Is larrporstur compofllalod.

4. Mu~ialnol high larsis of putcletn end accuracy uong Enrignc's fectary aalitirston sarvicua. Cal Endano's bnhide a les force at =60-562732 for Krconsndad Intorvei, pddng anid turn.-

around Oim tr these varvicoM wai aal m fr qulalons oh asx atandard products. CABLEASSEMMLY Ior Ue abt *300f (+20c0) MOUNTING STUO, 1032 to FM IWNE cIARGE CONVERTOR FOR USE WITH CONSTANT CURRENT SOURCE MACiALMOUNnNo GOCK EN4OrVCO CO"RO4ATrON. 30700 MCHOtIO1EJO AOAO, W4I AN CJAPISRANA CA62676tiER (60)482687321040)493-1181 ba (6431 Nl.7Z31 w~wmrd~om Eoj.SppikabcAZ8n4pa~cQcM clot DCP 80062466 Rev.0 SUP03RO Sht. 2

S =1 High Temperature Cable Assemblies Model 3075M6, EJ34MI and 6918M30 used with high temperature plezoeIbctric accelerometers DESCRIPllON 3075MG The Mcdd 3075M6 hardline cable assembly is desifned for use at high tcmpcraturez (+900OIF) 1C2W 1s32ur and high humiticy. It is hermneically scaled and will opcrate in severe environznents.lhe 3075M6-XXX hasa fiberglass jacket over a stainless outcr shcth to prevent iadverran: groundling. Boih ends of the cable ssc terminated with a gSlss fired 10-32 con-nector.This cable is used with h;Rh temperaturc sinlec ended piezoelcctric iccelemmeters such as Endevco's Model 2276. EJ34M1 The EJ34M1 is a high temperature (+9000F) 10-32 to 10-32 In-line adaptor. This adaptor enables the user to coanect two 3075M6 hardline cables together. 43BtBM30 1 The Endeveo Model 6918M30 cable assembly is 7n~iuNs-2 71s-2rWes designed for wse with high temperature (+9000F) dierental. pie2oelectric acce]erometers, which utilIzU a two pin receptacle with 7/16-27 UNS-2A threcds.This cable is used 2s an extension from extremely high temperatures to tempenrtures more suit-able to the the soffline differential cable Model 6917C, which is rated to (+5500F) or Model 691713. which is nted to +5000F.The 6i91HM30-XXX cable is used with diffihential piezoelectric 2cceleramr-ters such as End:vcol Model 6233C. NOTE: Dash nurnber Indicalmte cable lenth In Inches. Endevco mnenufacurs a vat of cuslrnm Hah tamperaturo cable Wsen'lies rot Gas turbine oppliallons atm. conlact Eundlvo Apolicatens Engineers for Ssslstance. ENDEVCO MODEL 3075M6 tEJ34M1 6918M30 I'I i[I Iii j.g ItI 1i-:t JMMEGGITY ENDEVCO r DCP 80062466 Rev.0 SUP03RO Sht. 3

ENDEV0C0: MODEL. 3075MB EJ34MI 691 M30 g.I i TN High Temperature Cable Assemblies SPECIFICATIONS CYNAMICCHARACTERIST)C$

• 51416 411M30

CAPACITY, UROMIW

• pFIII.

63 8beon hnI,,d,1 N OA f It. ,(ihig d Irxd b.) 60MAp nil.@I'LI. 1Mflmhin.E<'9V0F lha O0F PHtCALCI4AMACTI"CS CONOUCTOR..00;r

D*5d MATEftIAi, N rIdl

• 600 Inconel

".U - Mo-vcreo~5 C>TI~0A~~ It 04L65 Q.Z maxSS leevt!u.135 o,141 I'&KfP1.1.5 RI U1DThTN. s 01 CONNECTOR CHAftACTERISTICS TYPE I 10-32 to 10-32 male(pFI (glIstrecdAWskltad slhd tread 7/16pt I

• (mvlat b0 9a=eromtliw to 2 pin dnsowd. 71ne.27 UNS-A (nateS lb 6S1 Sl Mc p11m 9umbly)

Harrdine Section 46' lo ~lO0.r Accalrwwwter Msne Connetor Mm 9 2 Fn Dbawnnsd -4IF to +wO`F ENVIRONMENTAL CHARACTERISTIC3 TEMPERATURE RANGE IF 30O0 to 30 Cnrus nproducllt oirt*arioitibl EuI Enoor oav MiI ~DmO ir trial vphmMoitr tMhul 3vsC. *0tOWIIrr S plOgxlWC COtftt WMItan, ravor PIs prarde lo uiriui ph bs W W . 7Nvprah61u taSwuat o ID a at O1t CC* re** nMVt~eMftvd Vhr6wytrrq PrCO PCfn d*LTMv# mariret,lopbvtwl twolr.Nte atSabdmhao t t Wd nIam E DatD ENOE0 CCRPORTI3700CN Al7RAC1HO mvO 4tADA NCAIMSTR1WC. CAnet USA 0'1412.1111 1a6XI4)UI.?231 2M DCP 80062466 Rev.0 SUPO3RO Sht. 4

1105111111 IRMO Hill=_ WIRENW. Remote Charge Convertor Model 2771B

• Supports IEEE P1451.4 for Smart Sensors
• Wide frequency Response
• Ml Version with Male BNC for Panel Mounting
• Rugged Small Paokage
• Low Noise
• Three Different Gains
• Radiation Tested to 1.0 Meg Rads MODEL
• 27716 CE

_9 wn DESCRIPTION The ENDEVCO* Model 2771B-XXC Remote Charge Convertor (RCC Is a low noise, two-wirc, single-ended device desigssed for use with piezoetcrric transduacen.This device transforrms the tannducer's high impedance charge output to a low impcdance voltage proportional to the trans-ducers chtgc.The signal output fim the RCC is less susceptible to noise pick-up because of its low impedance voltae. Also, thc shunt capacitance or the cable connecting the RCC to the main conditioner does not sign~icaiatly affecet the noise and sensitivity of the system. The signal output from the RCC and the current to the RCC are carried with the same wire.Thc 2771IR has fixed gaiis cf 0.1 mV/pC, 1.0 mV/pC, 10 mV/pC or 20 mV/pC. This is a lov noise device, with a fiequency response of 1 to 40 kHzi. It operates within 2 consran: current range of 4 to 20 mA. This uni supports the proposed I ME P1451A TEDS Cflnsducer Electronic Data Sheet); a mcm-ory chip that allows storage and recaUl of the following sensor data: Sensitivity. Model Number, Serial Number, Manufictrwr, Date of last calibration and sensor location. 'Co Input Microdot S-50 Series Output BNC 2771B Block Diagram IrMAEGIITT ENDEVCO A DCP 80062466 Rev.0 SUPO3RO Sht. 5 I

110 INS 1111
111111 ENDEVC0 Remote Charge Convertor MODEL SPECIFICATIONS 2771B o MPUT. 7 t n anod m dto m -OUTPUT-IMPDANOE. mIdm.s.. V W-. e1 ver 014I oftj" UWNLI g FU Y01JAGE.,. LP.NJEDOUTPUTW.OpTAOR 2.* 0 V:Ppk wfn 22 Va I=.ko~ D18 WD1S V&TA Pmqinan~inble~dplf Iflki;9i; SindilvliV' M~odel Ntar~bef. Sitlg NW~~t Meucwmsr TRAN1SFER CHARACTE157rISI UANAZC%.RACY. ___________0H

• ot~cv fREGUENCY RESP'ONSE
• .Lawir~l~oftILowee Citof 1 pw~ CIA4l -oJo.

G AhZ izI 2Hz 40 kHz 20 nF .0.1 HZA H l.2 fi - 4011Hz 20OnF 7.0 2 2 tz "1011b 6 IF IC RE5IDUAL)J61E' hermkLmtum rsiklulnpies RTI Is ssPr~sse4 i theIclowing tomAa at arbient te .Penft vtl sw a IItz0to gom Cs - so"o ciedlanuK In rtP OR, mSauceilsslgjnekin [ GAIN BTABILrrv rHIEmpeRATuRE 01% referred to 2S0C at 100D If from.401C to 100*C 'WAN ATADILfIY WFMl POWER

• .01 Mrovner bias wxrmn ot 4 MA lo 20 mA TrOTAL HARMOMO0 05TO7AM9 rims own 0.5% fot ouw s ignislF WARM UP TIME 120 sac meniruma icr rhq DI anu I unla. p40 pec. maxirnwm Wo Ine -10 wro ENVIRIONMENTAL TIMPKRATU11E OPertn9V

.40'F to 2127 (.40'C to 100'C) Stoe76-Fto2f71F 1.05'016125SC) NUMIAIITY 5 .H. VIBRATION 20, g k r 6Hz to 2DO0Hz SHOCK 10 t or Air 3.15 Ms 11I'sinarh _Pulsf RAOIATION 1.0 M.Ed Reds Clterdtevtd Gamnal CURRENT REQVIREMEWT 4 mrA to 20 MA CO?0XLIAACF VOC1AGEb It to 36 V. low wonage rvproawers Ine maxmumw ct~c pkict D, components ZONNFCTOR Supi NO Coaxial Conneco lnL* 103Z Mrrodol cocxsisi corViectot 1.42I OPTION Clrt Mate ONO Connector for penal mocint MOUN~iNG Unit Carn be MOUnIed with a Cable hor"eme o Unit coostzcm t o tedw a cleaofi n'g v COMI'LLIAkCE wsi ESnor01.A "OH3ON 27?lBtI.xx 27l18-XX .01 .1 .10 .20 Male BN0 Connector Gain 0.1 1.0 10 20 Notes Mantain hih levels ofprsciODoni~id ccuracy wtngE U cdndon actry cafbftinac ervces. Cell EndevtoskInside sates foreat oo0020M242 arAR. Endmroo r~oyncn2mae wAti mlptchi. 6N0OVCO CORPORA010t 30700 RANCHlO VIEJO RAD. SANl JUAN CAPiSTRAUO.CA 52675 %J3A(tCO)112-l32 ('491 4010-1a ka fl4t) 110.7231 0702 REV A DCP 80062466 Rev.0 SUP03RO Sht. 6

111' I W_ I i g1jr1mm NEER= ISOTRONt Signal Conditioner Mo~del 2793

• 16-Channel Constant Current Supply/Amplifier for ISOTRON/IEPE

-Compatible Accelerometers or Remote Charge Convertors a "ID" Output Connector for Simple Connection to D/A Board

• Wide Frequency Range: 1 Hz to 80 kHz, LEP Status Indicators
• Low Per Channel Cost ENIDCU MODEI 2793 CE

-DESCRIPTION The ENDEVCO Model 2793 16i-chnnel signal conditioner is an econorical power supply/buffer amplifier for ISOTRON accelemometers or other piezoelectric voltage mode transducers. It can also powver Remote Chage COiwertozX (RCC) in a hWi impcdance piezoclectric measurement system. Laci cl~annel provides a constnt eurrent ecctatlon (4 mA or 10 mA) for die transducer or RCC, and all outputs are buficred for driving long cables.Anplifier gain of I or I0 is set by on interna0 Jumper. Individual LED status indicator informs the uscr of short, open, or normal conditions. rco T7ummotm InPA Modal 2793 Block Dlagrom, per channel IjMEGGITT C0112011

ENDEVCO ISOTROND SIgnal Conditloher MODEL - 2793 SPECIFICATIONS INPUTS TYPgE' ,rxi enirnbwmfel VA* IIv~hEONCEl' l ILPfolaw,1.Idpiin Uivnnl aon Soyd chasia jisoa*4n Mmil W703JA* dtea aimar isn h utnd r ta* fi U rP g. EXCiTATZON CWRRNT .4 mrA&t 10 rAilp% pur r OMPOCE VOIIAYE > tV. T on l lIs Ie umolAC nd PC cOMponec. OUPUTS TYPe 8nadrd cm Wide cnnaed le drullt onund OUPUJT.IMPEOANCE 10 edaawloaat40 pF tIhEAft OUTPUTVVRRE*TA 1 i S '0 V phk p o Vr gramnl .r LJN2MQU7PuTCVRR£N. HTpvr~n TRANSF9R CHARACTER)ST4C GAIN. I, 1or10cortrledbyrnalpmpr, prchanel Ao noy alJ% (Inc&Mina wdaron lWftn tnrtperstiruand lne). FREhQUEHCY RESIPONSIL Fetvlnah u, t I r HttoJa2reler o a1 1DOHz Lower 0WO Frqwqncy 4#%

• 1 HL 4dE a 0.3 HZ (!*si)

U;5 CiUotO Feq.oWn 41% St30 kHz. 2,dB at c0 t (H ftocan AMPUTUOE UNEARiTY w i 1% o1 rmadhai finbenti atrIc ti wamuorciaon RUdIOIJ NOIBE dS '0 pV m rBxkmOXn Rn Mdit Inp1* shunlw3N IC tOkhfw or 100'V rrnm RW. __ _sverb gmn. r, TOTL HNOC DtSTORTtON UDD tt Yt 1% btr olof ct utt 1 s nr 20.0 CRO86TALK. a mat'nliim fTroJ mVnnRTLtotwm b'oreer Cmt~.,tbtlnaIttv ibir1I'$ oazl Onh tlijnnmi morltt 100 arflia~nf anan~vt ro tt, ah Ahlanl dwinnra set at any ga9 up l20. (g. 0% iioane) senitimy Irn x 10 gain) w1h a 250 n urma .eisor.Ed ft vpul 0NVIRONMEN1IL CHARACTERWTIC. TEWPERAURE Op3eraung '3ZF104122F(DrCbl4O3c) Stnrsa 08 tFlo.183P (.4'C la 4C) POWER UNEVOLTAGE O .10CM12/22o240 VAC 50 to 60 it (swfld Wml0e)- PtlYSM> Db5ackindr" 1.73? h x 19 w trxDA3i d(44 mnm 483 mmt x240 mm) WEGH ol7 2b.1.Tt "l411 FRONT PANEL FEATURES Por INrdcato , I LED IacWca when pr Is applied 8?abj hkiatrston IEO filbii grean iltnfh Ihasdr ls conneced propTa The LED VA Pgahl rm ahn w 0a Irvul Is #hfed. T. LED well t1 l0 wISt t hpuA IS operm _ t~nvo r NC , Oulp&*Connmr ACCESSORIIS enmcton 1maml IM2790 EW599 AC POWER CORD 25 pn fl 'n pFwbl wfi Ionl DNCc)

1. for ulraw ros

MppIt, Model 279Z4 aofes IS rn5e basiclda.In but *eotlt ta n sWe.

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DCP 80062466 Rev.l6 SUP04RO Sht. 1 of 33 Design Considerations Checklist

DCP 80062466 Rev.b SUP04 RO Sht.2 This sheet left intentionally blank

J NC.CC-A~PZZ-00oS(Q) ATTACHMENT 2 (Page 2*of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) CONCEPTUAL CONCERNS YES NO

1.

Are any materials being added incompatiblo wlth the anticipated a 5 radiation levels? If yes, an Engineering Programs-Materfals Englneedrng Group Interface Is required.

2.

Is It necessary to consider design alternatives (such as reach rods or O pipe routing) specifically to reduce radiation exposure? ityes, both Design Engineerlng-Mechanica) Group and Civl/lStress Group interfaces are required,

3.

Does the design Involve any equipment that contains teflon, mercury, O or other prohibited materials? RevYiW Field Diroctive S-C-A900-MFD-0290 for reflon tape discussion. Grafoll tape shall be used In place of Teflon thread sealant tape In any plant area exposed to radliaon above background. If teflon orotherprohilbited materials Ia a necesssty to the design, discuss on the Design Basis Analyses/Deslign Basis Impact Form IAWNC.CC-AP.ZZ-OO8O(Q), Engineering Change Process.

4.

Does the design or storage Involve any material that may be 0T.. U considered Injurious (such as ceramic fiber Insulation, hazardous chemicals) as stipulated by State Code? If yes, review the Specialty Interface Checklist In NC.CO-AP.ZZ-0007(Q) on Environmental Llcensinp/Constructlon Permits to determine Specialty Impact.

5.

Are corrosion characteristics of materials incompatible with the E:. environment? Ifyes, both Englneerlng Programs-Materials Engineering Group and Design Engineerlng-CIviZ/Stress Group Interfaces are required.

6.

Are coating requirements a consideration? 0 U If yes, both Engineering Programs-Materfals Englneeilng Group and Design ._____ Engineering.CIvl/Stress Group Interfaces are required.

7.

Does the design Involve use of material or equipment restricted by 0 N Technical Standard NC.DE-TS.ZZ-5424(Q), List of Potentially Detective Equipment? If yes, then a review for accepiabilily shall be performed per Technical Standard NC.DE-TS.ZZ.5424(Q) and documented on the Design Bvsis Anayses/Design Basis Impact Form.

8.

Is aluminum or galvanized (zino) material being added to the 0 U containment building at Salem? If yes, an Engineering Programs-Materials Engineering Group Interface Is rsquired. Review ProgrammatiC Standard SC,DE-PS.Z2-0049(0J, complete Form SC.DE-PS.ZZ-0049-1, and return to the Engineering Programs-Materials Engineering Group ... Z..... I J Nuclogr Common ISUPD44RI Sht3 "J Rev. 3

NC.CC-A.P.ZZ-0001 (Q) ATTACHMENT 2 (Page 3 of 32) DESIGN CONSIDERATIONS CHECKLIST 1DCC1 5 CONCEPTUAL CONCERNS (continued) YES NO

9.

Is fiberglass Insulation added to Salem containment? i If yes, both Design EngInerdng-Mechanical Group and Civil/Stress Group interfaces shall be performed so that fiberglass Insulation In Salem containment Is limited to the component cooling and servioe water systems.

10.

a. Is site flooding a consideration?

iE

b. Does the design require an ability to function in a flooded 3

environment?

c. Does the design create a potential for flooding other equipment?

171 If yes, both Design Engineering-MechanIcal Group and CiviL/Stress Group Interfaces are.requlred,

11.

Are materials being added where the alloys contain significant amounts - El U of cobalt (significant amounts are defined as greater that 5% of the total. of all elements In the alloy)?

• The use of cobait-conlalning alloys In application where cobalt can become.

Co-60 and carried to out-of-core locations Is to be minimized to the extent it Is. reasonable andpractical. The feasibility of using altemative materials. containing lesser amounts of cobalt shal be considered and documented on the Design Basis Analyses/Design Basis Impact Form. If yes:

a. Are the alloys In a location where particles of out-of-core materials E

could be transported Into the core region and subsequently transported back out of the core region?

b. Are the alloys In locations where particles of in-core material could El U

be transported out of the core region?

12.

Is proposed design equipment Identified with failure data In the EPIX E1 database? If yes - consider using alternate equipment. If the alternate Is not chosen, discuss on the Design Basis Analyses/DesIgn Basis Impact Form [CR.93-0051

13.

Is welding or NDE a consideration? El If yes, an Engineering Programs-Materlals Engineerdng-Welding Group-Interface Is required. DCP 80062466 Rev.b SUP04RO Sht 4 Nuclear Common Page 14 of 51 Rev. 3

NC.CC-AP.Z.O0001(Q) ATTACHMENT 2 (Pago 4 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) CON PTUAL CONCERNS (continued) YES NO

14.

Is a Temporary Change required during Implementation of the Change Package? If yes - refer to NC.CC-AP.ZZ-0080(Q), Engineering Change Process, for requirements.

15.

Does the design affect the operating or physical characteristics of a Motor Operated Valve (MOV)? If yes, the Station Support-Valve Group (This MOVmaybe Included In the Generic Letter 89-10 program), Design Engineerlng-CvillStress Group and Des in Engineering-Electrdcal Group Interfaces are required.

16.

Does the design establish or change the safety significance of Salem O components? In accordance with SC.DE-AP.ZZ-0061(Q), Design Class/fication Methodology for Component Data Module Functional Locations and Systems within SAP/R3 for Salem Generating Station, a safety significance Justification Is required for each safety-related component to document the failure mode, Hts effect on the plant safety systems and the degree of redundancy remaining to mitigate postulated design basis accidents.

17.

Will the.proposed change affect the ambient conditions (temperature, El pressure, humidity) of a room or area containing safety related equipment elther temporarily (during Installation, for example) or permanently? If yes, review the Specialty Interface Checklist In NC.CC-AP.ZZ-0007(QJ on EQ and Mechanical EQ Programs to determine Specialty Impact. The Design Engineering-CIvil/Stress, Mechanical Group and Eiectricai/l&C Group Interfaces are required Ityes, consider the Impact to the operation of safety related equipment. Consult the discipline sponsor of that equipment. 1 B. Is tornado barrier a consideration? (New openings In Safety Related (SR) n structures; less concrete, 8teel, or earth as tornado barrier; change In ground elevation In owner controlled area; additions or changes to safety related systems, structures, or components that are not wiihin SR structures) If yes, Design Engnteering-CIvAI/Stress Group Interface Is required. DCP 80062466 Rev.b SUP04 RO Sht 5 Nuclear Common Page 16of 61 Rev. 3

NC.CC-"AP.ZZ-ODOI (Q) ATTACHMENT 2 (Page 5 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) l CONEPTUAL CONCERNS (continued) YES No

19.

Does the design involve potential vibrational resonance and fatigue a 0 concerns, such that specific post-modification testing to assure acceptable vibrational response Is specified? The following are some examples of situations where post-modification vibrational testing may be warranted:

a.

additional or modification of cantilevered or flexible appendages (for example, pipe nippleirootfvalve combinations, Instrument tubing, flexible support brackets for heavy appurtenances, etc.) to equipment which has a high potential to vibrate In service (for example, diesel engines, reciprocating pumps, fans, reciprocating compressors).

b.

addition or modification of piping to the suction or discharge of reciprocating pumps. c, addition or modificatlon of piping and or valves which will experience large fluid pressure drops In service (potential for valve chatter, cavitation, vibration, etc.) If yes, consideration shall he given to performing specific post modification testing to determine that vibrational amplitudes, response: frequencies, and stresses are acceptable In service. Contact the Desijtn Enginearlng-ChllStress Group forguldance In praotial test methods and acceptance criteria. ICR-95-0007, If yes, Design Engineering-CIvll/Stress Group Interface Is required.

20.

Does the design have the potential for Increasing the probability of an undesired event (e.g., core damage) such that an assessment of risk using Probabilistic Safety Assessment (PSA) models and databases Is warranted? If yes, review the Specialty Interface Checklist In NC.CC-AP.ZZ-0007(Q) on Probabllistlo Safety Assessment (PSA) to determine Specialty Impact.

21.

Is the design affected by exposure to freezing winter temperatures or El loading due to Ice formations from wind driven water spray? If yes, the Design Engineerdng-CivillStress Group, Mechanloal Group and Electrical Group interfaces are required. Consider need for process piping heat tracing and larger structural members.

22.

Does the design Impact Emergency Preparedness Procedures? 1 If yes, an Emergency Preparedness Interface Is required. DCP 80062466 Rev.b SUP04 RO Sht. 6 Nuclear Common Page 16 of 61 Rev. 3

NC.CC-.P.z,0001 {Q) ATTACHMENT 2 Page B of 32). DESIGN CONSID RATIONS CHECKLIST (DCC) CONCEPTUAL CONCERNS (continued) YES NO

23.

Are any anticipated temperatures, pressures, or humidity levels In the room or area of Implementation Incompatible with the proposed desIgn? If yes, the Design Engineering-Civii/Stress Group and Mechanical Group Interfaces are required, Consideration shall be made for Increased temperatures and pressures experlenced during an accident or operational transient conditions, for example, loss of chemlstry sampling room cooler during a Safety InJection Slanal.

24.

Does the proposed change involve a power operated gate valve with a E safety-related open function or change a gate valve from a passive (not required to open) to active (required to open) function? If yes, the valve may be subject to disc pressure locking and/or thermal binding conditions as described by Generic Letter 95-07, the Station Support-Valve Group, Design EngIneering-CIvIl/Stress Group, Mechanical Group and Electrical Group Interfaces are required. .25. Does the design Involve special nuclear material as defined In O NC.NA-AP.ZZ-0073 (Q), Special Nuclear Material Control Program? If yes, proper precautions such as Inventory safeguards and criticality reviews need to be addressed, the NudlearFuel/Reactor Engineering-Reactor Engineering (HC or Salem).Group, Design Eng~neering-Civ~lStress Group and Mechanical Group Interfaces are required. 26 Can the design affect core safety analyses bases, core or fuel O H performance, or criticallty margin in fuel transfer/storage facilities as defined In NC.NA-AP.ZZ40072 (Q), Nuclear Fuel Program? If yes, proper revIews of core safety analyses bases need to be performed, the Nuclear Fuel/Reaotor Engineering-Reactor and Safety Analysis (HC or Salem) Group Interface are required.

27.

Does the design change involve abandoning any equipment that will remain In the plant If yes, all consequences shall be addressed in the design anslysis and regulatory review process determinations JAW NC.CC-AP.ZZ-0080(Q), 1] Engineering Change Process, the Design Engineering-Civil/Stress Group Interface Is required. Properprecautions and Instructions'shall also be Included In the Implementation and testing Instructions In the ITP MAWNC.CC-AP.ZZ-0081(Q), %Engineering Change Implementation and Test Process. See NC.CC-TS.ZZ-5001(Z0, Abandoning EquIpment In Place, I DCP 80062466 Rev.O SUP04R0 Sht. 7 Nuclear Common Page 17 of 61 Rev. 3

NC.CC-A1P.ZZ-0001 (Q) ATTACHMENT 2 (Page 7 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCCI CONCEPTUAL CONCERNS fcontinuod) YES NO

28.

a. Are there steam path changes? Valve, valve trim, heat exchanger a

performance, orifices, or process changes in systems such as main steam, feedwater, or condensate.

b. Are there changes to the Inputs to the plant power calculation?

1L 1 U.

c. Are there changes to power metering (current transformers, E

potential transformers) or 500KV power distribution system? /f yes, both Mrule ProgramlThermal PerfomancefEWFP Group and Design EngLneering-Electrical Group Interfaces are required.

29.

Does the proposed design alter, add, or delete a system, structure, or component function, functlon rlsk,-or functional failure description In the System Function Level Maintenance Rule vs. Risk Reference (SE.MRHC.02 and SE.MR.SA.02)? If yes, the Mrule Program/Thermal PQrformance/EQ/FP Group Interface Is required.

30.

Is the Salem Piping Specificatilon S-C-MPOO-MGS-0001 or the Hope El U Creek line Index P-0501 impacted by changes in piping codes, materials, gaskets or bolting, etc.? If yes, the DesIgn Engincerdng-CJI/I/Stress Group, Piping Code Issues, I Interface Is required.

31.

Does the proposed change INAK or dismantle existing FLOC or El U Equipment found on any active NUST, NUPM or NUEQ orders? IF yes, process NI Notificatlon IAWNC.WM-AP.ZZ-0003(Q), Regular Maintenance Process (SAP 70032477, CRCA 00801-

32.

Does the proposed change INAK or dismantle existing FLOC or O U Equipment found on any active NUCM order? If yes, process NI Notificatlon lAW NC.ER-AP.ZZ-0010(Q), Equipment _ Rellabilty Process [SAP 70032477, CRCA 0080_ DCP 80062466 Rev.O SUP04RO Sht; 8 Nuclear Common Pago 18 of 61 Rev. 3

NC.CC-AP.ZZ-0001(Q) ATTACHMENT 2 Pago 8 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) MECHANICAL CONCERNS For YES answers, the Design EngIneering-Machanical Group Interface Is required. YES NO

1.

Are piping components (such as valves) or equipment being added, aQ deleted or moved? If yes, these changes may affect an MOV Included In the Generic. Letter 89-10 program, Station Support-Valve Group, Design Engineering-CM//Stress Group and Design Enginedrlng-Electrioai Group Interfaces are required. .1. t If a valve Is affected, a Work Clearance Module Coordinator (Salem or Hope Creek) Interface Is required. If yes, review the Specially interfacq Checklist In NC.CC-AP.ZZ-0007(Q) on Flow Accelerated Corroslon Monitoring Program to determine Specialty - Impa ci.

2.

Is a valve(s) being added or removed at Salem within the Coda Jurisdiction Boundary? If yes, the Engineering Programs-Materials Engineering-Code Assurance Group Interface Is required), for Salem only, see Jurisdictional Boundary Drawings (604804 through 604827).

3.

Is HVAC design affected?

4.

Is compartment pressurization a consideration? If yes, these changes may affect an MOVincluded In the Generdc Letter 89-10 program, both Station Support-Valve Group and Design Engineering-ChLJStress Group Interfaces are required.

5.

Is there a change in the design stroke timing of power-actuated valves? l

• Ifyes, the Engineering Programs-Inservice Test (/S7) Group, Design Engineering-CiVilStress Group and Design Enginooring-Elootncal Group Interfaces are required.

6.

Does the-design change affect Nuclear Power Plant Class 1, 2, or3 3 U pumps or valves? If yes, the Engineering Programs-Inservice Test (IS7) Group, Design Engineering-Civil/Stress Group and Design EngineerIng-Electrical Group Interfaces are required. DCP 80062466 Rev.O SUP04RO Sht. 9 Nuclear Common page 19 of 61 Rev. 3

NC.CC-A'P.ZZ-0001 (Q) ATTACHMENT 2 (Page 9 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) MECH NACAL CONCERNS (continued) YES NO

7.

Is there a change In piping material? If yes, both the Engineering Programs-In-servlc& Test (IST) Group and Design Engineering-Civil/Stress Group Interfaces are required. Review the Specialty Interface Checklist In NC. CC-AP.ZZ-0007(Q) on Flow Accelerated Corrosion Monitoring Program to determine Specialty Impact.

8.

Does the design affect or modify any mechanical equipment that El Provides Input to a computer used for reactor calorimetric (heat Ealance) calculations? If yes, the System Engineerlng-Digital Group Interface Is required.

9.

Does the design affect any of the following types of components: Heat EO Exchangers, Service Water or.CIrculatingvWater Strainers, Air Compressors or Pumps? If yes, the Statlon Suppod Component Engineering

uroup, Enginewring Programs-Materlals Engineering Group and the Design Engineering-Civil/Stress Group Interfaces are required.

10.

Does the proposed modification create the possibility of hydrogen accumulation? Piping in communication with the R PV or Main Steam lines offers this possibility. See VTDs 325973 and 325974 for guidance. I DCF 80062466 Rev.0 SUP04RO Sht. 10 Nuclear Common Page 20 of 51 Rev. 3

NC.CC4 P.ZZZ-0001 (Q) ATTACHMENT 2 (Page 10 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCCI I I I MECHANICAL CONCERNS (continued) YES NO

11.

Is SAP Technical Objects or Component Data Module (CDM) (HC&S) impacted? ff the SAP Technical Oblocts or Component Date Module Is Impacted Include an Order/Oparation to show changes to be Incorporated, refer to: + NC.NA-AS.ZZ-0062(Z), Master Dsta for SAP/R3 Functlonal Locatlons, Equipment Masters and the Component Data Module + NC,DE-TS.ZZ-1002(Q), Instrument Callbratlon Data Cards + SH.MD-DG.ZZ-OOO8(Z), SAP Code of Record and Currant Configuration.Screen Desk Top Gulde for Data Entry, A. Equipment and Master Data:

1.

Functional Locations and CDM

2.

CDM's Instrument Calibration Data screen for valve operators CDM's Lubrication screen

4.

CDM's Code of Record

5.

CDM's Current Confinuration n.U

6.

CDM's FLOC Detail (TBPO) n I

7.

CDM's Valve Packing Data Screen

8.

CDM's Equipment Detail

9.

B1lls of Materials Material Master U

10.

Bills of Materials Material BOM

11.

Functional Location I Equipment referenice Documents: O

12.

Work Clearance Module iL R

13.

Material Management's Material Master El DCP 80062466 Rev.0 SUP04RD Sht. 11 Nuclear Common Page 21 of 61 Rev. 3

I I ATTACHMENT 2. NC.CC-PP.ZZ-0001 (Q) (Page 11 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) EMERGENCY DIESEL GENERATOR CONCERNS For YES answers, a Design Engineering-Mechanical Group, Emergency Diesel Generator Interface Is required. YES NO

1.

Does the proposed change Involve work Inside the EDG room? E

2.

Does the proposed change Involve work Inside the EDG control area? El U Does the proposed change Involve work Inside the EDG fuel oil storage/transfer pump area? 4 Does the proposed change affect any supporting systems to the EDG, El such as service water supply (SACS for Hope Creek), fuel oil supply and storage, 125 VDC Interface, sequencer Input, demineralized water: to EDG makeup, control air supply, EDG HVAC system, EDG combustion air Intake and exhaust? If yes, Design Engineering-Electrical Group Interface Is also required, f

5.

Does the proposed change affect loadinglloading profile for the vital U bus. jf Yes, this Impacts the evaluatlonlupdatlng of EDG loading calculation (ES-9.002 for Salem, E-9 (Q) for Hope Creek) and Design Engineering-Electrical Group Interface Is also required.

6.

Does the proposed change affect the Tech Spec Instrumentation that Is Ei specific to monitoring of the EDG performance such as voltmeter, wattmeter, or frequency meters?

Ityes, DesIgn Engineering-I&C Group Interface fs also requirod. DCP 80062466 Rev.b SUPD4RO Sht. 12 Nuclear Common Page 22 of 61 Rev. 3

NC.CC-AP.ZZ-0001 (Q) ATTACHMENT 2 (Page 12 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) MECHANICAL COMMON SUPPORT SYSTEMS Does this change affect any of the following common support systems? Any yes" answer requires the applicable system calculation (if available) to be reviewed for Impact. An additlonldelatlon to the system that could have a cumulative affect on the system flow, pressure or temperature, shall require an Interim calculation revision or calculation assessment to be genera ted. The same considerations shall be applied even If the calculation Is not available.. Example: addition of an air operated control valve requires update of the Instrument air demand calculatIon. YES NO I Auxiliary Steam

2.

Component Cooling

3.

Compressed AlrlControl Alr/lnstrument Air

4.

Demineralized Water

5.

Domestic Water

6.

Heating Steam J 1 E

7.

HVAC Loading s JL

9.

Radwaste Drainage .I1

10.

Reactor AuxIllary Cooling System (RACS) (Hope Creek Only)

11.

Safety Auxiliary Cooling System (SACS) (Hope Creek Only) El U

12.

Service Water

13.

Turbine Auxiliary Cooling System (TACS) (Hope Creek Only) C1 MgCHANICAL AFFECTED DOCUMENTS (ADsl ._ --AD The following Mechanical Design Documents may be affected by this change: REQUIRED (HC=Hope Creek, S-Salem). YES NO If any of these design documents are affected by the modification, Identify them on the appropriate Change Package Affected Document List (ADL). I. Piping & Instrumentation Diagrams (P&lDs) (HC&S) L E.

2.

General Arrangements (S)

3.

Equipment Location (HC&S) f1 E

4.

Jurisdictional Boundary Drawings (604804 through 604827) (S) il .U

5.

Piping Area Drawings (HC)

6.

Piping Arrangements (S)

7.

Plumbing/Dralnage (HC&S) DCP B0062466 Rev.0 SUPo4RO Sht 13 Nuclfiar Common Page 23 of 51R Rev. 3

NC.CC-AP.ZZ-O001(Q) ATTACHMENT 2 (Page 13 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC MECHANICAL AFFECTED DOCUMENTS (ADs) (continued) REQUIRED YES NO

8.

Heating & Ventliatlon (HC&S)

g.

Process Diagram (HC)

10.

System Isometric (HO)

11.

Construction Isometric (S)

12.

Fabrication Isometric (HC) AL

13.

Large Bore Detail (S)

14.

FSK Drawings (Mechanical) (HC) -

15.

Spool Drawing (S)

16.

Small Bore Detail (8) . n

17.

Small Bore Piping Drawings (HC)

19.

Insulation Drawing (S) .A.

20.

DesIgn Installation and Test Specifications (DITS) (HC) n

21.

Configuration Baseline Documents (CBDs) (HC&S) l

• If CBDs cr Impacted, refer to NC.DE-AP.ZZ-0021(Ct) "Configuration Base/ine Document Maintenance. For a current listing of existing CBDs, see DORMS under 'Basis Documents (Record)"

22.

Design BasIs/LicensIng Basis Documents (DBILBs) (HC&S) .a If Design BaslsA/iconsIng 2eas/s documents are Impacted, see NO.DE-AP.ZZ-0014(Q), UPSAR Chapter 15 Design.Baslai/Llcensing-Basis Document Maintenance.

23.

Vendor Drawing/Data Sheets If vendor. documents are Impacted, refer to NC.DE-AP.ZZ-0006(Q), "Vendor Technlcal Document Control Programs

24.

Vendor Manual If vendor documents are Impacted, refer to NC.DE-AP.ZZ-0006(Q), "Vendor Technical Document Control Program". .25. Technical Specifications P If these documents are Impacted, refer to NC.NA-AP.ZZ-0035(Q), Nuclear and Environmentat Licensing.

28.

Safety Analysis Report (SAR) E If these documents are Impacted, refer to NC.NA-AP.ZZ-0035(Q), Nuclear and Environmental Licensng.* DCP 80062466 Rev.0 SUP04RO Sht. 14 Page 24 of 51 Nuclear Common Rev. 3

NC.CC-AP.ZZ-0001 (Q) ATTACHMENT 2 (Pago 14 of 32) DESIGN CONSIAdERATIONS CH)ECKLIST (DCC) MECHANICAL AFFECTED DOCUMENTS (ADs) (continued) REQUIRED YERS NO

27.

Line Table (HO) l .. M..

28.

Emergency Operating Procedure (EOP) Calculations (HC) C U For Hope Creek, revlew the EOP calculations (available In DCRMS as vendor document number 309346). Foiward a copy of the proposed EOP calculation revision to the Design Engineering Mechanical Group for review. This EOP calculation revision may require digital system changes (example: SPDS) that Involve the System EngLneering-Digital Group. DCP 80062466 Rev.bo SUP04RO Sht. 15 -Nuclear Common 'Page 26 Of 61 ROY. 3

NC.CC-AP.ZZ-0 001(Q) ATTACHMENT 2

• (Page 16 of 32)

DESIGN CONSIDERATIONS CHECKLIST (DCC) CIVIL CONCERNS For YES ansWers, a Design Engineerlng-CIvillSiress Group Interface is required. r YES-S NO

1.

Is the building structural load verification program Impacted due to any:

a.

new pipe support added? n

b. existing pipe support load/location channed?

n U

c. new mechanical/electrical/I&C equipment added?

n l

d. existing mechanical/electrical/&C equipment load/location O

I changed?

e. new electrical/i&C raceway or support added?

n

f.

existing eloctrical/i&C raceway support load Increased? n 4' Use the Cvill/8tructural Technical Standards Series 4000 for Items Ia through if above. +

2.

Are Pilping movement requirements affected? j 1

3.

Is there Increased loading on supports or piping?

4.

Are there valve or valve operator weight changes? 5 If yes, these changes may affect an MOV included In the GnerIc Letter 89-10 pro ram. Station Support-Valve Goup interface Is required

5.

Is structural design basis for HVAC duct and support Impacted dub to:

a.

new HVAC duct/sUpport added? O

b. existing HVAC duct/support load/location changed?

3 n

6.

RIggIng

a.

Is rigging design a consideration?

b. Will any heavy loads be transported?

nL.

7.

Is access plafform design a consideration? _ J

8.

Is concrete excavation required, as In core bores or drilling for El expansion anchors? If yes, see Technical Standard NC.DE-TSZZ-4007(Q), Cut Rebar and Concrete Core Drilling Program. This standard onlyprovides guldance on the follow/ng embeds: rebar, electrIacl conduit and grounding cable. The responsible engineer shall also check for the potential of embedded pipe and related embeds as rossible Interferences. 9, Will site facilities or site drainage be Involved? El _.

10.

Will there be any additions of or attachments to masonry (block) walls? E l If yes, those need to be revlowedforIncluslon In the Annual 31ock Wail. Inspection Program. DCP 80062466 Rev.b SUPo4RO Sht. 16 Nuclear Common Pago 26 -of 51 ,~~-,, - - -. -

NC.CC-AP.ZZ-0001(Q) ATTACHMENT 2 (Page 16 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) CIVIL ONCERNS (continued) YES NO

11.

18 any underground piping, duct bank, equipment or excavation C Involved? If yes, yard underground utility drawings shall be reviewed forrevislon.

12.

Does the design require breaching or altering any outer walls/external E l flood boundaries (Including penetration seals, hatches, and manhole covers) of the following buildings or areas? (Check those applicable.) Hope Creek =_ (a.) Reactor Buliding a (b.) Auxiliary Buliding (Diesel Generator, Control and Radwaste Areas) = l (c.) Service Water Intake Structure = = Salem F (a.) Auxiliary Building (b.) Service Water Intake Structure I I (c.) Main Steam and Feedwater Penetration Area 13. Does the modification occur in or near a scaffold storage area? El U.

14.

Will the Installation contact, penetrate or affect any waterproofing a I___ barriers? d ______ DCP 80062466 Rev.O SUP04RO Sht. 17 Nucloar Common Page 27 of 61 Rev. 3

NC.CC-AP.ZZ-0001 (Q) ATTACHMENT 2 (Page 17 of 32) DESIGN CONSIDERATIONS CHECKLIST lDCC) CIVIL CONCERNS (continued) YES NO l5. Is SAP Tethnical Objects or Component Data Module (CDM) Impacted? If the SAP Technical Objects or Component Date Module Is impacted Include an Order/Operatlon to show changes to be Incorporated, refer to.' NC.NA-AS.ZZ-0062(Z), Master Data ror SAPIR3 Functional Locations, Equipment Masters and the Component Data Module

• NC.DE-TS.ZZ-1002(Q), Instrument Calibration Data Reports
• SHMD-DG.ZZ-QQ08(Z), SAP Code of Record end Current Configuration Scrien Desk Top Guide for Data Entry A.

Equipment and Master Data:

1.

Functional Locations and CDM

2.

CDM's Penetration Seal screen

3.

CDM's Current Conficuration _ _.En

4.

CDM's Code of Record

6.

Bills of Materials Material Master n A.

6.

Bills of Materials Material BOM n

7.

Functional Location I Equipment reference Documents I U.

8.

Work Clearance Module

9.

Material Management's Material Master n L I DCP 80062466 Rev.0 SUP04 R0 Sht. 18 Nuclear Common Page 28 of 51 Rev. 3

NC.CC-AP.ZZ-O001(Q) ATTACHMENT 2 (Page 18 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) CIVILISTRUCTURAL COMMON SUPPORT SYSTEMS I Does this change affect any of the following common support systems? Any 'Yes" answer requires the applicable structural calculation (If available) to be reviewed for Impact. An addllton/deletlon to the system that could have a cumulative affect on the structural load shall require an Interim calculation revision or calculation assessment to be generated. The same consideratIons shall be applied even If the calculation Is not available. YES NO

1.

Building Structural Element nl l

2.

Electrical Raceway and Supports I i

3.

EquIpment Support _E. n

4.

Instrument Tray and Supports .M nL

5.

HVAC Ductwork or Supports

6.

Underaround Facilittes CIVIL AFFECTED DOCUMENTS iADs) c The following Civil Design Documents may be affected by this change AD If any of th6so desIgn documents are affected by the modification, identffy them.o tihe " REQUIRED .ppropdated Change Package Affected Document List (ADLJ. NO YES NO

1.

Piping and Instrumentations Diagrams (P&IDs) (for yard piping) 1.L

2.

Architectural Drawin

3.

Structural Steel Drawings

4.

Concrete Drawings t l

5.

Masonry Wall Drawings JR_

6.

Slte Arrangement Drawincs

7.

Yard Underground Utilities Drawinns L

8.

Equipment Support Drawing n M

9.

HVAC Ductwork or support Drawings I 1

10.

Hanger Drawing (HC&S) E R

11.

Instrument Support DrawIngs E U

12.

PrImary Containment Drywell Drawings n U

13.

Cut Concrete ReInforcing Steel Drawings DCP 80062466 Rev.b SUP04RD Sht. 19 Nuclear Common Page 29 of 61 Rev. 3

NC.CC-AP.ZZ-0001(Q) ATTACHMENT 2 (Page 19 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) _AD CIVIL AFFECTED DOCUMENTS (ADs) (continued) REAUIRED YES NO

14.

General Specifications .1 If Silem Piping SpecificatIon S-C-MPOO-MGS-0001 Is affected, Identify the Schedule (SPS) or Addendum number for the chance.

15.

Pipe Stress Calculations (HC&S)

16.

Pipe Support Calculations (HC&S) Ll. K

17.

Instrument Support Drawings (HC&S) E N If non-standard (that Is, non-cookbook) type instrument supports are developed/revised or tubing spans exceed design criteria, the Design Engineering Civil/Stress Group shall be contacted for review and concurrence,

18.

Design Calculations n R

19.

Detall Spocifications ElM

20.

Vendor Documents (drawings, manuals) If vendor documents are Impacted, refer to NC.DE-AP.ZZ-0006(Q), Vendor Technical Document Control Pro-gram.

21.

Technical Specifications O If Impacted, refer to NC.NA-AP.ZZ-0035(Q), Nuclear and Environmental _ Icensing

22.

Safety Analysis Report (SAR) E If Impacted, refer to NC.NA-AP.Z7-00365(Q), Nuclear and Environmental Licensing ,3. Configuration Baseline Documents, (CBDs) El. If CBDs are Impacted, refer to NC.DE-AP.ZZ-0021(Q), Configuration Baseline Document Maintenance. For a current listing of existing CBDs, see DCRMS under "Basis Documents (Record)"

24.

Design Installation and Test Specifications (DITS) (HO) n DCP 80062466 Rev.I0 SUP04RO Sht. 20 Nuclear Common Page.30 of 61 Rev. 3

NC.CC-AP.ZZ.0001 (Q) ATTACHMENT 2 (Page 20 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) ELECTRICAL CONCERNS For YES answers, a Design Engineerlng-Electrical Intefface Is required. YES NO

1. Are underground electrical facilities affected?

J

2. Is raceway being added or deleted?

j L

3. Is lighting a design consideration?

n L

4. Does the design Increase/decrease the power requirements of any E

equipment (example: Increase pump/fan flow, decrease fluid temperature,. Increase fluid pressure and torque requirements on motor operated valves)? If yes, consider the effect on the "WEectric Load Control", Technical Standard ND.DE-TS.ZZ-2908(Q) and review the Specially Interface Checklist In NC.CC-AP.ZZ-0007(Q) for Electric Load Management to determine Specialty impact. If yes, this change may affect an MOV Included in the Generic Letter 89-10 program. Station Support-Valve Group Interface is regutred.

5.

Is an electrical penetration affected which requires over-current (short [ circuit) protection? If yes, consider providing short circuit protection at a conveniont location.' See Reg. Guide 1.63, Electrc Penetration Assemblies in Containment Structures for Nuolear Power Plants.

6. Does the design affect the supply voltage, cable or overload heater E

3 associated with an MOV? If yes, this change may affect an MOV included in the Generic _ Letter 89-10 program, Station Support-Valve Group Interface Is required.

7. Does the design (e.g., new building construction) affect the existing cathodic protection system?

8. Are electrical components (such as circuit breakers) or cable being E l added, modified, replaced, deleted or moved?

If a breakor Is affected, a Work Clearance Module Coordinator (Salem or Hope Creek) Interface Is required. If a cable Is affected (Salem or Hope Creek), review the Specialty Interface Checklist In NC.CC-AP.ZZ-0007(Q) on Cable Management to determine Specialty Impact. For designs Involving SR Molded Case Circult Breakers (MCCBs), consider effects on Engineering EvaluationS-C-VA R-EEE-1057. DCP 80062466 Rev.OI SUPO4RO ShL 21 l Page 31 of 61. Nuclear Common Rev. 3 I

NC.CC.AP.ZZ-0001 (Q) ATTACHMENT 2 (Page 21 of 32) DESIGN CONSIDERATIONS CHECKLIST 1DCC1 ^

• ELECTRICAL CONCERNS (contlued)

YES NO.

9. Does the design affect any of the following types of components:

A Batterles,.Battery Chargers, Power Supplies, Breakers, Transmitters, Relays.

10. Does the desfgn affect any fuse Information/ratings?, (for example, IJ I

Manufacturer, Model No./Type, Continuous Rating, Interrupt Rating, Voltage Rating, 1Evs. NS-RApplicatlon, Power Source, Ref. Fuse Calcualion, Ref. Dwg., Dwg. Fuse ID). If yes, for Selem,- In lieu of completing the Fuse Data Sheet In SC.DE-PS.ZZ-0051(Q), Fuse Control Program for Salem Genorating Station Units 1,2, & 3, prepare AD(s) showing marked up changes to applicable Salem Master Fuse List Drawing, Operations for Databases and Include as part of theo CP forreviowbyEIeotrlcai Group and future fuse list update. For Hops Creek, contact the Design Engineering-Electrlo1a Group. DCP 80062466 Rev.b

• SUP04R0 Sht. 22 Nuclear Common Page 32 of 61 Rev. 3

NC.C ATTACHMENT 2C (Page 22 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) CC -P.ZZ-0001(Q) I ELECTRICAL CONCERNS (continued) YES NO

11. SAP's Technical Objects and Component Data Module (CDM)

If the SAP Technical Objects or Componant Data Module Is Impacted Include an Order/Operation to show changes to be Inoorporated, refer to:

• NC.NA-AS.ZZ-0062(Z), Master Data for SAPtR3 Functional Locations, EquIpment Masters and the Component Data Module.

t NC.DE-TS.ZZ-1002(Q), Instrument Calibratlon Data Cards + SH.MD-DG.ZZ-0008(Z), SAP Code of Record and Current Configuratlon Screen Desk Top Guide for Date Entry A. "Equlpment and Mater Data

1.

Functional Locations and CDM L

2.

CDM's Equipment Detail

3.

CDM's FLOC Detail (TBPO) Oi

4.

CDM's Instrument Calibration Data screen for Instruments and valve operators S. CDM's Valve Operator Data screen for MOV/Motors L U _____CDM's

6.

CDM's Breaker Data screen nL.

7.

CDM's Code of Record n n

8.

CDM's Current Configuration i.

9.

Bills of Materials Material Master n U

10.

Bills of Materials Material BOM n

11.

Functional Location I Equipment reference Documents I I

12.

Work Clearance Module O

13.

Material Managements Material Master A L DCP 80062466 Rev.O SUP04RO Sht. 23 Nuclear Common Pago 33 of 51 Rev. 3

NC.CCAP.ZZ0001(Q) ATTACHMENT 2 (Page 23 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) INSTRUMENTICONTROL CONCERNS For YES answers, a Design Engineering-l&C Group Interface Is required. YES NO

1. Does the design affect the process parameters, which could require LI setpolnt or calibration changes? If yes, Include an OrdarlOperatlon to show required changes to be updated,

2. Does the design require any Indication, alarms, controls or protective l

U Interlocks with existing equipmernt?

3.

Does the design Install or modify the wiring or terminations inside fJ panels?

4. Does the design add, delete or modify any existing protection, control L

U or Indication loops?

5. Does the design add, delete, modify any microprocessor-based L

U Instrumentation?

6. Does the design affect the electrical or mechanical separation criteria E]

• as applied to the channelization of protection Ioops? (see Technical Standards. DE-TS.ZZ-1023(Q) and ND.DE-TS.zz-1014(Q)1?

7. Does the design add, delete or modify the tubing or tubing tray for any Instrument loops?

8. Does the design add, delete or modify the mounting of Instruments In -

M!

panels that could affect the seismic or environmental qualification of equipment? 9 Does the design add, delete or modify air loading on the control or station air systems? If yes, review for Impact on the Integrated Air Load Management Program (Salem only). See ND.DE-TS.ZZ-3051(Z), IntegratedAirLoad Management Program f(AIMP) Software User Manual. Include an Order/Operation to show required changes to be updated.

10.

Does the design affect Instrumentation that providesinput to the [121

• plant computers? CD-1 39G If yes, a System Engineering-DIgItal Group Interface Is required.

11.

Does the design affect RG 1.97 loop components (including affects El

• on Identity, function and qualification, wiring and/or power supplies?

If yet, review of NC.CC-AP.ZZ-0007(Q), Reg. Guide 1,97 "Speolalty" checklist Is required.

12.

Does the design affect any Human Factors Interfaces? E if yes, review of Technical Standard NC.DE-TS.ZZ-1017(Z), AppendIx 8, Is required. DCP 80062466 Rev.b SUP04RO. Sht 24 Nuclear Common Page 34 of 51 Rev. 3

NC.CC-AP.ZZ-0001 (Q) ATTACHMENT 2 (Page 24 of 32) DESIGN CONSI ERATIONS CHECKLIST (DCC) iNSTRI MENTICONTROL CONCERNS (continued)-. YES NO 13.: Does the design affect safety related logic circuits? If yes, full functional testing of the modification may be required In lieu of a rouine survelilance test. Considerrequlrements of Generi Letter 96-01, Testing of Safety Related Logic Circuits.

14.

Does the design add or modify equipment in locations where generated or received Electromagnetic interference (EMI) or Radio Frequency Interference (RFI) Is a concern? If yes, fl Systom Engineering-Digleal Group Interface Is also required.

18.

Does the.design add or modify any Input/output device with variable i3 U Input Impedance (i.e., complex Impedances, POWER ON and POWER OFF Impedance variations, eto.) that interfaces with Instrument loop?-

16. SAP's Technical Objects and Component Data Module (CDM)

If fhe SAP Technical Objects or Component Data Module Is Impacted Include an Order/Operatlon to show changes to be Incorporated, refer to:

+ NC.NA-AS.ZZ-0062(Z), Master Data for SAP/R3 Functional Locations, Equipment Masters and the Component Date Module

• NC.DE-TS.ZZ-1002(Q), Instrument Calibration Data Cards
• SH.MD-DG.ZZ-0008(Z), SAP Code of Record and Current Configuration Screen Desk Top Guide for Data Entry A.

Equipment and Master Data

1.

Functional Locations and CD3M U1

2.

CDM's Equipment Detail

3.

CDM's FLOC Detail (TBPO) n.

4.

CDM's Instrument Calibration Data screen for C - Instruments and valve operators

5.

CDM's Valve Operator Data screen for MOV/Motors El U CDM's

6.

CDM's Code of Record L

7.

CDM's Current Confliuration L 1

8.

'BlIls of Materials Material Master L I .I

9.

Bills of Materials Material BOM L

10.

Functional Location I Equipment reference Documents 1 E

11.

Material Management's Material Master n-1 DCP 80062466 Rev.0 SUP04RO Sht. 25 Nuclear Common Rev. 3 Nuclear Common Rev.3

NC.CClAP.ZZ-0001 (Q) ATTACHMENT 2 I (Page 25 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) ELECTRICALII&C COMMON SUPPORT SYSTEMS Does this change affect any of the following comrion support systems? YES NO Any 'yes Ianswer requires the applicable Design Engineering-ElectricailI&C calculation (If available) to be reviewedforimpact. An addition/deletion to the system that could have a cumulative affect on the load shall require an Interim calculation revision or oalculation assessment to be generated. The same considerations shall be applied even If the calculation Is not available.

1. Bailey Control Systems - Analoo & Digital

2. Batteries & DC Systems (28v, 125v, 260v)

L

3. Cathodic Protection J.iL

4. Communications - PA, Phones, UHF/VHF Radio a

U

5. Emergency Diesel Generators n

6. HVAC Loading

_ n L

7. Instrument Air 8, Inverters

-L

9. LIghting - Normal & Emergency

10. Main Control Room Annuclators

11. Motor Control Centers 1

12. Vital Buses

13. Westinphouse/G.E. Control Systems

.L n

14. Other El--

W DCP 80062466 Rev.0 SUPo4RO Sht. 26 Nuclear Common Pago 36 of 81 Rev. 3

NC.CC-P.ZZO0D1(Q) ATTACHMENT 2 (Pago 26 of 32) GN CONSIDERATIONS CHECKLIST (DCC) ELECTRICALII&C AFFECTED DOCUMENTS (ADS) .AD .Tho follbwng Design Engineering Electricai)&C Design Documents may be affected - REQUIRED by this change: (HC=Hope Creek, S-Salem). If any of these design documents are affected by the modification, Identify them In the YES NO appropriate Change Package Affected Document List (ADL).

1. PipIng and Instrumentations Diagrams (P&IDs)

2. ElectricalIl&C Equipment Location Drawings J

l

3. One-line & Three-line Diaorams

4. Schematic Meter & Relay Diagrams

5. Electrical & Controls Schematics

6. Process Flow Diagrams.

7. Cable Tray & Condult Drawings

8. Wire Tabulations

9. Wlring Diagrams

? Jt .1

10. Heat Trace Drawings El..

11. Instrumentation Panel Drawings

12. Controls Loop and Logic Diagrams j

f

13. *Tubinq and Isometric

14.

Control and Instrument Schematics

15. -Configuration Baseline Documents (CBDs)

If CBDs are Impacted, roferto AC.DE-AP.ZZ-0021(Q) "Configuration Baseilne Document Maentenance' For a current listing of existing CBDs, see DCRMS under "Basis Documents (Record)".

17. Design Basis/Licensing Basis Documents (DB/LBs)

O If Design Basisicensing. Basis documents are Impacted, refer to NC.DE-AP.ZZ-0014(Q), UFSAR Chapter 15 Design Basis/Licensing Basis Document Maintenrance.-

18. Vendor Drawing/Data Sheets a

E If vendor documents are Impacted, refer to NC.DE-AP.ZZ-0006(Q), Vendor. Technical Document Control Program. DCP 80062466 Rev.o SUP04R0 Sht 27 Nuclear Common Pago 37 of 61 Rev. 3 jjACw=r--

ATTACHMENT 2 NC.CC.P.ZZ-0001(Q) (Page 27 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) ELECTRICAL/I&C AFFECTED DOCUMENTS (ADs) (continued) REQUIRED YES NO

19. Vendor Manual E

If vendor documents are Impacted, refer to NC.DE-AP.ZZ-0006(Q), Vendor Technloal Document Control Program.

20. Technical Specifications

[3E If these documents are Impacted, refer to NC.NA-AP.ZZ-0035(Q), Nuclear and Environmental Licensing

21.

Safety Analysis Report (SAR).* El 3 If these documents are impacted, refer to NC.NA-AP.ZZ-0035(Q), Nuclear and Environmental Licensing

22. Control Room Simulator

.lI If yes, a Training Department Interface Is required. 2$. HO/Salem Calo. Cross Ref. EO.000IES0.0O El e Use cross references to determine impact to other electrical calculations.

24. Emergency Operating Procedure (EOP) Calculations For Hope Creek, revlwithc EOP caicultions (available In DCRMS as vendor document number.309346). Forward a copy of the proposed FOP calculation revision to the Design Engineering-Electrical, Mechanical and CMI/Stress Group for review.

EOP calculation revision may require digital systems changes (example: SPDS). If yes, a System Engineering-Digital Group Interface Is required.

25. Salem Master Fuse Ust

26. Electric Load Control (ND.DE-TS.ZZ-2908(Q))

Al 171

27. ElectrIcal Panel Schedules E-1405, E-1410, E-1416, and t-1417 (Hope C Creek Only)

These are processed In accordance with the requirements associated with "PRIORITY I Lype drawings.

28. DesIgn Installation and Test Speciflcatlons(DITS) (HC) f l

29. Raceway Support Drawings LE l i

'DCP 80062466 Rev.b . SUPo4RO Sht. 28 Nucler ComonR. Nuclear common Rev. 3

NC.CC.AP.ZZ.0001 (Ql) .ATTACHMENT 2 (Page 28 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC)CC DIGITAL SYSTEMS CONCERNS In this section, the phrase "digital device" Includes computers, microprocessors, programmable logic controllers, programmable recorders, embedded microprocessors, digital display devices, and other devices or systems Incorporating programmed or programmable digital components. For YES answers, a System Engineering-Digital Group Interface. is required. YES NO

1.

Does the design require any dligtal device for monitoring, r U controlling, displaying, or Inputt ng data from or outputting data to a any plant process?

2.

Does the design add, remove, replace or in any other way modify a El U digital device Interfaced to plant Instrumentation?

3.

Doss the design have the potential to affect or modify any Input to a rl computer used for reactor calorimetric (heat balance) calculations? [CD-13.G]

4.

Does the design add, remove, replace, or rescale a transmitter, transducer, its associated circuitry, or wiring which sends an analog El or digitala signal to a digital device?

5.

Does the design change the signal type (voltage or current), El scaling, or ehgineering units of any signal that feeds a digital ~device?

6.

Does the design change an alarm setpolnt or state (e.g., normally Cl E open or normally closed) of any parameter associated with a digital device?

7.

Does the design add, remove, or alter the human-machine [ Interfaces for any.dlgit1al device?

8.

Are the Emergency Operating Procedures (EOPs) affected? L.

9.

Are the Emergency Plan Implementing Procedures (EPIPs) El affected?

10.

On either a temporary or permanent basis, does the design add, El delete, or alter any hardware software, firmware, database, programmable configuration, or wiring associated with any digital device?

11.

On either a temporary or permanent basis, does the design add, remove, shut down, or alter the voltage, frequency, or harmonic content of any AC power main, inverter, UPS, power conditioner, or grounding system serving any digital device?

12.

On either a temporary or permanent basis, does the design add, El remove, shut down, or alter the HVAC In any room which contains a digital device? DCP 80062466 Rev.b SUP04 RO Sht. 29 Nuclear Common Rev. 3 I

NC.CC-AP.ZZ-0001 (Q) ATTACHMENT 2 C (Page 29 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) DIGITAL SYSTEMS CONCERNS continued) YES NO

13.

Does the design affect any digital device (hardware, software, n U flrmware, databaseor configuration) used by the control room?

14.

Is digital equipment being Installed compatible with existing power supplies? (for example, Is there over vo tage and under voltage coordination?) DIGITAL SYSTEMSITRADITIONAL COMPUTER SYSTEMS Any yWs answerrequlres the applicable DesIgn Engineering Mechanical, ClvI/Stress, YES NO and/or ElectricallI&C calculatlon to be reviewed for Impact and a review of the soope of work by the System Eng~neet2rtsDigital Group, Any Plant Computer or Main Control Room CRT Display U SALEM SPDS (Safety Parameter Display System] C Hope Creek.SPDS

,E Salem RMS (either 2P<MS computer or monitors)

.2 HC RMS (including RM-11, RM-80, RM-23, and displays) ! s 12 Salem P250 i-1 HC CRlbS (Control Room Integrated DIsplay System) HC EDBS (VAX 111760 Engineerfng Database System) U HC NSSS (Nuclear Steam Supply System) GETARS (General Electric Transient Analysis Recording System) E2 2l Security aE l Abcountability El Salem ERDS (Emergency Response Data system) EJE HC ERDS .O M Salem Overhead Annunciator System IEl 'Salem Switchyard SCADA System El Meteorological Data Acquisition System ElJ HC Digital Feedwater.System a H HC Fire Detection System E 1 SC or Salem Metebrological Information & Dose Assessment System (MIDAS) El U Nuclear Common DCP 80082466 Rev.0 SUPo4 RO Sht. 30 Rev. 3

NC.CC-AP.ZZ.4001 (Q) ATTACHMENT 2 (Page 30 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) DIGITAL SYSTEMS AFFECTED DOCUMENTS (ADS) The following digital device elements may be affected by this change. If any of these Items are affected by the modification, Identify them In the appropriate Change Package Affected Document List (ADL) or SAP Order Operation. In this section, the phrase Odigital device" Includes computers, microprocessors, programmable logic controllers, programmable recorders, embedded microprocessors, and other devices or systems Incorporating programmed orprogrammable digital components used forprocess oriented application (i e., not SAP, or other Information Technology computers). Software, firmware, or databases may be affected If the design change involves additional, removal, rescaling, or changing a signal type (voltage or current); changing an alarm setpolnt or state (e.g., normally open or normally closed); or rewiring, replacement, or modification of the transmitter, transducer, or associated circuitry of a sensor which sends a signal to a digital device or a control room. AD REQUIRED YES INO

1.

Digital device software, firmware, or database El U.

2.

Digital device hardware E. El

3.

Programmable logic controller (PLC), programmable recorder, or other El U component using a digital microprocessor or programmable logic element DCP 800624B8 Rev.b SUP04R0 Sht.31 Nuclear Common Pago 41 of 61 Rev. 3

NC.CC-AP.ZZ.0001(Q) ATTACHMENT 2 (Page 31 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) CHEMISTRY CONCERNS For YES answers, a Chemistri Support Group Interface of the Change Package Is required. YES NO 1, Does the design Involve any potential chemical contaminants? n

2.

Does the design require the estabiishment of chemistry limits? 51 L

3.

Does the design require provisions for sampling and analysis? n N

4.

Does the design affect the gaseous, liquld or solid radwaste O systems? lyes notify Off-Site Dose Caculafton Manual (ODCM) Program Owner

5.

Are there any changes to the Radiation Monitoring System (RMAS) or radioactive or non-radioactive effluent monitoring system that will Impact the Off-Site Dose Calculation Manual (ODCM)? (Consider modifications to flow monitors or pumps which effect system flow rates.) If yes notifY Off-Site Dose Calculation Manual (O0CM) Program Owner

6.

Does the design affect the.freshwater, sewage orwastewater 3 treatment systems?

7.

Does the design Involve corrosion control or testing? Q

8.

Does the design involve chemical studies or chemical hazard El N determinations? D. Does the deslgn Involve the use of 100 pounds or greater of any 5 chemical which may affect Control Rooni Inhabitab iity? [CR-92-0041 Regulatory Guide 1. 76 requires Identification and evaluation of any hazardous material stored on site that could affect Control Room habltabllity. LCR.92-0041 CONSTRUCTABILITY CONCERNS For YES answer, discuss In the Design Basis Analyses/Design Basis Impact Form of the Change Package, Y-ES NO iDoes the design require -a constructibility or testability review D . (refer to NOC.CC-AP.ZZ-003(Q) Modification Walkdown I Program)? DCP 80062466 Rev.b SUPO4RO Sht. 32 Nuclear Common Page 42 of 61 Rev. 3

NC.CC-APP.ZZ0001( (Q) ATTACHMENT 2 (Page 32 of 32) DESIGN CONSIDERATIONS CHECKLIST (DCC) OPFRAMILITY OONCSRNS For YES answers - Operations, Maintenance, Inservice Inspection (ISI) or Training Center Interface and discussion on the Design Basis Analyses/Design Basis Impact Form Is required. Also, refer to Department/Specialty Interface for determination of mandatory station 'department review requirements. SAP Order/Operatlons are Initiated to create new or YES NO revise existing procedures, and for Training needs, ADs are created for each new or revised procedure.

1.

Will the design require creation or revision of Operations, Maintenance E or Chemistry procedures?

2.

Are there any training requirements?

3.

Is ISI local leak rate testing (LLRT) or Integrated leak rate testing (ILRT)Q e connections involved? . 4. Are 10.-year hydrotesting connections Involved? U

5.

Does Implementation of the change disturb the ability of Technical Cl Specification equlpmbnt to perform Its Intended function (regardless of: the operational condition or mode during Implementation)? ityes, Identify these concerns on the Summary

6.

Does the change affect alarm point, Interlock or Instrument accuracy? El a If yes, Identify these concerns on the Summary. MATERIAL CONCERNS For YES answer, consult the Nuclear Supply Chain Management Department for assistance, see NC.DE-TS.ZZ16443(Z), Determining Material Master YES NO Reductions/Deletlons.

1. I WMil material that Is In Inventory be reduced or deleted as the result of E

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TestPath.com: Pomona Model 4970 Brcalkout, BNC Male Connector to 20 AWG Leads testpath 7680 Teqtfpment Aonssore Page I of 2 10%
=Ii IJVQ chat by soldchat ISearch: By Keyword or L.... _... ,Model No. I. 1 ByBrand IlSeectBrand - .t Shopping Cart You currenUy have 0 Items In your cart. View Cart I Checkout Electronic Test Equipment Accessories for. CR.T Monitor Repair. DPgitgNiAuil-Meters (PMMa) Funcliqn Qeneralor~.I Frequency.urnirs Osciiioscpapas Power Supplies Resistivity and Cqoduvqivity Spectrum Analyzers Temporaturem.Mte.rs, Other Accessories for Electronic Test Equipment: BStierie.s I.Power Adapiqrp BNC, Breaiout Cables. Coaxial.,5RF.Cables ConneQtor Adaptersq.QoixIai Connedtor,Ad0sppters Other DIY Connectors / Pfibess rlocplir Test LqpJ4 A Prqbes for Electronic.TPmf Equipnqnt Patch Cords BanaoL P.Iig Platch C~ords Mjc~o llII.QllP Patch Cordg -ther Racl. Mount.ji, Static Contr.9i (ESP) Test Clips -- IC I SBMK Test Equjpmt C.ses Breakout, BNC Male Connector to 20 AWG Leads View PDF dtashe at. Got AdobeV ReaderS Can't find It? Got a question? IHilp Is .0.> Brsnd: Pomona Modal; 4970 Part#: 113457 Add to Cart Price: $8.28 Status: In Stock Specificatlons Connector(s) BNC Male-20AWO Leads Wire Insulation PVC Cable Length Inches (mm) 7 (i 78) Rating 500Vrms Manufecturers Warranty 1-year DCP 80062466 Rev.1 SUP 10 RI1 Sht. 31 ,I lircP:l wwW ctstpatiltco n/Product~aspx~pt=i -I 13-4Y/ /920 4/2912004

Pomonao Model 4969 & 4970 BNC (Female & Male) To 20 AWG Leads AMZQ FEATURES:

• Breakout quickly converts a BNC cable to flying leads
• Lead ends can be attached to terminal strips or customized
• BNC conector is molded directly to the wie for pull strength durability and dust and moisture resistance
• BNC center contact is gold plated Beryllium Copper for corrosion resistance, low contact resistance and long insertion lfe
• Black lead Is connected to BNC shell, red lead to BNC center contact MATERIALS:

BNC: Nickel plated brass Center

Contact:

Gold plated Beryllium Copper Wire: 20 AWO, PVC Marking: "POMONA 4969" or "POMONA 4970" RATINGS: Operating Voltage: 500 VRMS Operating Temperature: +55C (+131PF) Max. ORDERING INFORMATION: Model 4969 or 4970 BNC breakouts with banana plugs, spade lugs, alligators and Minigrabber test clips are also available At diims ire DOWc 5cifl Uoled): AK-02' (.S1j rm), xA -a.OC5"(.127 rn). DCP 80062466 Re, A wn cilenstn in to thC likcol ruigons. W11caldons ire wldssct lo chisp wlftout nCt<C. Itcliticnsd tanr~ks at: the propat off 0¢1r espeeivt conalcn Hi de In USA S UP 1 0RI1

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16' INSID 16' INSIDE SS JACKET 10' OPENrNG T 3' THK. INSUL. (TYP. 4 PLCS) i/NE EW SS JACKET COVER

TH NUKON INSULATION NOTEi DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS.

THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS.MAINTAINED BETWEEN MOUNTING BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION. t1 3' THK. I NUJKON INSUL.I BLANKETJ SECTION 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - BY FIELD DURING INSTALLATION. REINFORCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. NEW ACCELEROMETER VITH CABLES BY OTHERS 012' PIPE FIELD MODIFY EXISTING SS JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL. ADDITIONAL NUKON LATCHES AND STRIKES AS'NECESSARY TO LATCH JACKET AROUND INSUL. 16' INSIDE SS JACKET ,ATTACH SPECIAL STRIKE TO EXISTING SS JACKET VITH 1./ 1/8'0 SS BLIND RIVETS DPE~ING RIVETS PER STRIKE ELEVATION VIEW FOR F.V,. RECIRC., IN DRYYELL VIEW DCP 80062466, REV. 0 SUP 1, REV, 2 SHEET 5 I DO NOT SCALE DRAWING

2.5' THK. INSUL. (TYP. 4 PLCS) rNEW ALUMINUM JACKET COVER WITH CALCIUM SILICATE INSULATION OR EQUIVALENT 'DIMPLE' FLANGE TO FIT OVER (CABLE PENETRATION - BY FIELD DURING INSTALLATION. REINFORCE. CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. 7W ACCELEROMETER ITH CABLES BY OTHERS 014' PIPE -FIELD MODIFY EXISTING ALUMINUM JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL ADDITIONAL NUKEN LATCHES-AND STRIKES AS NECESSARY TO LATCH-JACKET AROUND -INSUL. NOTEi DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION. 16' INSIDE ALUMINUM JACKET ,ATTACH SPECIAL STRIKE TO IV EXISTING ALUMINUM JACKET OPENING I WITH 1/8'0 ALUMINUM BLIND RIVETS 2 RIVETS PER STRIKE FLFVATTIN VIEW 2.5' THK. -' CALCIUM SILICATE INSUL. SECTION VTEw FOR EXTRACT. STEAM, IN TURD, BLDG. DCP 60062466, REV. 0 SUP 11, REV. 2 SHEET 6 I DO NOT SCALE DRAWING

4 PLCS) SS JACKET COVER I NUKON INSULATION NOTEt DIMENSIONS SHOWN. FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MDUNTING BLOCK (WITH ACCELEROMETER ATTACHED> AND THE INSIDE SURFACE OF THE INSULATION. 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - BY FIELD DURING INSTALLATION. REINFORCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT i' ywmi1 CHAFING. ~ - ° hs ,ATTACH SPECIAL STRIKE TO SS JACKET /EXISTING SS JACKET WITH 1/I8 SS BLIND RIVETS 10' OPENING 2 RIVETS PER STRIKE FLFVATTIN VTEW 3' THK. I NUKON INSUL.A BLANKET SFCTION _N.FIELD MODIFY EXISTING SS JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL ADDITIONAL NUKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL. VIEW FOR RECIRC., IN DRYWELL DCP 80062466, REV. 0 SUP 11, REV. 2 SHEET 7 I DO NOT SCALE DRAWING "amb""

3' THK. INSUL (TYP. 4 PLCS) 7NEW SS JACKET COVER WITH NUKON INSULATION 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - DY FIELD DURING INSTALLATION. REINFORCE CABLE LDCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. VEW ACCELEROMETER WITH CABLES BY OTHERS 024' PIPE FIELD MODIFY EXISTING SS JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL ADDITIONAL NUKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL, NOTE, DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG-AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION. 16' INSIDE SS JACKET 10EI OPENING Ih ATTACH SPECIAL STRIKE TO EXISTING SS JACKET WITH 1/8'0 SS BLIND RIVETS 2 RIVETS PER STRIKE -,q wr .(L ------- -- - 3' THK. I' NUKON INSUL.J BLANKET SECTION ELEVATION VIEW FOR F.W.. IN DRYWELL DCP 80062466, REV, 0 SUP 11, REV. 2 I DO NOT SCALE DRAWING SHEET 8 VIEW

3.5' THK. INSUL (TYP. 4 PLCS) 18' INSIDE SS JACKET NEW SS JACKET COVER WITH NUKON INSULATION OPENING 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - DY FIELD DURING INSTALLATION. REINFORCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. NEW ACCELEROMETER VITH CABLES BY OTHERS 026' PIPE FIELD MODIFY EXISTING SS Iu JACKET TO HATCH OPENING FOR 35. ACCELEROMETER INSTALL 3.5' THK I ADDITIONAL NUKON LATCHES AND NUKON INSUL. STRIKES AS NECESSARY TO BLANKET LATCH JACKET AROUND INSUL. SECTION VIEW NOTE, DIMENSIONS SHOVN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSILATIOR 18' INSIDE SS JACKETit, 1P1N-ATTACH SPECIAL STRIKE TO EXISTING SS JACKET WITH 1/8'0 SS BLIND RIVETS 2 RIVETS PER STRIKE nEP(IrI I -------- ELEVATION VIEW FOR MAIN STEAM, IN DRYWELL DCP 80062466, REV. C SUP 11, REV. 2 IDa NOT SCALE DRAVIING SHEET 9

INSIDE _3.5' THK. INSUL (TYP. 4 PLCS) JACKET NEW SS JACKET COVER WITH NUKON INSULATION ENING 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - BY FIELD DURING INSTALLATION. REINFORCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. NEV ACCELEROMETER WITH CABLES BY OTHERS 028' PIPE FIELD MODIFY EXISTING SS JACKET TO MATCH OPENING FOR I THACCELEROMETER. INSTALL ADDITIONAL NUKON LATCHES AND INSUL.J STRIKES AS NECESSARY TO .ANKET LATCH JACKET AROUND INSUL.. SZFC.TTINi VTFW NOTEs DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING DLfCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION. IB' INSIDE SS JACKET ATTACH SPECIAL STRIKE TO / EXISTING SS JACKET WITH OPENING /8'0 SS BLIND RIVETS 2 RIVETS PER STRIKE ELEVATION VIEV FOR RECIRC., IN DRYWELL DCP 00062466, REV. 0 SUP Ill REV. 2 I DU NOT SCALE DRAWING SHEET 10

.3.5' THK. INSUL, (TYP. 4 PLCS) NEW ALUMINUJM JACKET COVER WITH CALCIUM SILICATE INSULATION OR EQUIVALENT r'DIKMLE' FLANGE TO FIT OVER CABLE PENETRATION - MY FIELD DURING INSTALLATION. REINFORCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. rNEW ACCELEROMETER WITH CABLES BY OTHERS -028' PIPE '-FIELD MODIFY EXISTING ALUMINUM JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL ADDITIONAL NUKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL. NOTEi DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS, THEY HAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING.BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION. 16' INSIDE ALUMINUM JACKET ATTACH SPECIAL STRIKE TO / EXISTINGALUMINUM JACKET 13PENING WITH 1/8 0 ALUMINUM BLIND OPENIN RIVETS 2 RIVETS PER STRIKE ELEVATION VIFW FOR MAIN STEAM, IN TURD. BLDG. DCP S0062466, REV. SUP 11, REV. 2 SHEET 11 0 I Ti iNT SCAiE r nPAVTNr

3' THK. INSUL (TYP. 4 PLCS) I NEW ALUMINUM JACKET COVER WITH CALCIUM SILICATE INSULATION O3R EOUILAVENT 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - BY FIELD LURING INSTALLATION. REINFORCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. NEW ACCELEROMETER WITH CABLES BY-OTHERS 24' PIPE FIELD MODIFY EXISTING ALUMINUH JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL - ADDITIONAL NUKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL. NOTEi DIMENSIONS SHOVN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION. 16' INSIDE SS JACKET ATTACH SPECIAL STRIKE TO 10' EXISTING SS JACKET WITH OPENING 1810 SS BLIND RIVETS PER STRIKE { f - v {er .1, I; ELEVATInN VIEW 3' THK. l NUKON INSUL( BLANKET SECTION VIEW FOR F.W., IN TURB. BLDG. DCP 80062466, REV. 0 SUP LI, REV, 2 SHEET 12 I DO NOT SCALE DRAWING

I' THK. INSUL (TYP. 4 PLCS) NEW SS JACKET COVER WITH NUKON INSULATION 'DIMPLE' FLANGE TO FIT OVER CABLE PENETRATION - BY FIELD DURING INSTALLATION. REINFURCE CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT CHAFING. NEW ACCELEROMETER ( WITH CABLES BY OTHERS _012' PIPE KnIELD MODIFY EXISTING SS JACKET TO MATCH OPENING FOR ACCELEROMETER. INSTALL ADDITIONAL NUKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL. NOTEt DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN MOUNTING BLOCK (WITH ACCELEROMETER ATTACHED) AND THE INSIDE SURFACE OF THE INSULATION, 16' INSIDE SS JACKET 10' OPENING I_ .fft _ ATTACH SPECIAL STRIKE TO EXISTING SS JACKET WITH 1/8'0 SS BLIND RIVETS 2 RIVETS PER STRIKE It lB 3' THK. l NUKON INSUL, BLANKET ' SECTInN ELEVATION VIEW FOR RECIRC / RHR-A I QP. 621), IN DRYWELL VIFW'J WORK THIS DRAWINGCP8026.RV WITH SHEET 14 SP 80062REV, RE. SUP IEE REV. 2 FE a -NAT ~SCALE DRAWING ISHEET 13

WORK THIS DRAWING WITH SHEET 13 FOR RECIRC. / RHR-A (D.P. 621), IN DRYWELL DCP 80062466, REV. 0 SUP 11, REV. 2 SHEET 14 END VIEW I DO NOT SCALE DRAWING

NOTEi DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED BETWEEN ACCELEROMETER (ATTACHED WITH A BAND CLAMP) AND THE INSIDE SURFACE OF THE INSULATION. NUKON INSUL. BLANKET NEW ACCELEROMETER WITH CABLES BY OTHERS ATTACH SPECIAL STRIKE TO3 'SS JACKET WITH 1/8'0 SS BLIND RIVETS 2 RIVETS PER STRIKE - TWO PIECE ENCLOSURE FIELD MODIFY EXISTING SS JACKET AS SHOWN TO MATCH OPENING FOR ACCELEROMETER. INSTALL ADDITIONAL NUKKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL. 14' rFh i For '-4 Luj oP-VIEW SECTION VIEW WORK THIS DRAWING WITH SHEET 16 FOR RECIRC. / RHR-A (D.P. 97), IN DRYWELL DCP 60062466, REV. 0 _ SUP It, REV. 2 SHEET 15 I DO NOT SCALE DRAWING

140 Fm TWO PIECE TOP VIEW. WORK THIS DRAWING WITH SHEET 15 -FOR RECIRC. / RHR-A (D.P.97), IN DRYWELL DCP 80062466, REV. 0 SUP 11, REV. 2 SHEET 16 I DO NOT SCALE DRAWING

3' THK. INSUL (TYP. 4 PLCS) -NEW SS JACKET COVER WITH NUKON INSULATION NOTE, DIMENSIONS SHOWN FOR JACKET MATERIAL ARE RECOMMENDED DIMENSIONS. THEY MAY VARY AS LONG AS THE INSULATION THICKNESS IS MAINTAINED AND SUFFICIENT CLEARANCE IS MAINTAINED R-TtrFN uMl IPNTTJr Rl nrv dUTU t-z 9 3'THK. NUXON INStL, BLANKET SECTION 'DML'FLANGE TO FIT OVER Z66!Wt.*AETERfl ATTACHED AND TH (CABLE PENETRATION - BY FIELD INSIDE SURFARER ATTACHE) NSAND THE DURING INSTALLATION. REINFORCEINIESRAEOTHISLTON CABLE LOCALLY (WITH ELECTRICAL TAPE) AT THE DIMPLE TO PREVENT 15'o1 INSIDE / HAFING. ATTACH SPECIAL STRIKE TO N SS JACKET EXISTING SS JACKET WITH

• 8 MIN, OPENING 1/810 SS BLIND RIVETS

-NEW ACCELEROMETER 8 MIOE NG2 RIVETS PER STRIKE WITH CABLES BY OTHERS -022' PIPE -FIELD MODIFY EXISTING SS -IN JACKET TO MATCH OPENING FOR ACCELEROMETER INSTALL ADDITIONAL NUKON LATCHES AND STRIKES AS NECESSARY TO LATCH JACKET AROUND INSUL. VIEW ELVATinN VIFW FOR RECIRC., IN DRYWELL DCP 8cD62466, REV. 0 SUP 11, REV. 2 SHEET 17O017 I DO NOT SCALE DRAWING

Supplemental Record 12 Accelerometer Direction Pictograms DCP 80062466 Rev.0 SUP 12R 1 Sht. I of 42

Table of Contents Page # System Data Point (DP) Location(Bidg.) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Main Steam 'A' Main Steam 'A' Main Steam 'A' (RCIC) Main Steam 'Al (SRV-'J') Main Steam 'B' Main Steam '83' Main Steam 'B' Main Steam 'B' (SRV-'P') Feedwater Feedwater Feedwater Feedwater Feedwater Recirc 'A' Recirc 'A' Reciro 'A' (RHR) Recirc 'B' Recirc 'B' Recirc 'B' (RHR) Main Steam 'A' Main Steam 'A' Main Steam 'B' Main Steam 'B' Feedwater Feedwater Extraction Steam Extraction Steam Extraction Steam Extraction Steam Recirc 'A' Recirc 'B' Recirc 'A' (RHR) Recdrc 'B' (RHR) Recirc 'B' (RHR) Recirc 'B' (RHR) Recirc 'B' (RWCU) Reclrc 'B' (RHR) Recdrc 'B' Recirc 'A' Redcrc 'A' (RHR) 81 14 430 22J 534 490 460 40P 160 Z002 280 220 50 323 14 602 323 13 506F Z013 Zol 8 zoos Z008 817 731 ZOOB 49 230 ZOI O 110 110 621 614 603F 515N 930 N/A 155/160 130 97 Drywall Drywall Drywell Drywall Drywall Drywell Drywell Drywall Drywell Drywall Drywall Drywall Drywell Drywall Drywall Drywell Drywell Drywall Drywell Turbine Turbine Turbine Turbine Turbine Turbine Turbine Turbine Turbine Turbine Drywell Drywall Drywall Drywall Drywall Drywall Drywall Drywall Drywall Drywall Drywell I DCP 80062466R0 SUP1 2R1 Sht. 2

DCP 80062466 Rev.0 SUP 12 RI Sht. 3, z "-M.S. 'A' dp. 86 1E TY "Acel. g<X-Acel. II SECTION "1-1 'I

DCP 80062466 Rev.0 SUP 12R1 Sht. 4 2V 2 KS. 'Al dpa SECTION

1. 2_2/

DOP 80062466 Rev.0 SUP 12R1 Sht. 5 M.S. 'A' (RCICD dp. z x M.S. 'A' (RCIC) DP. 430 SECTION "3-31/

DCP 80062466 Rev.0 SUP 12 R1 Sht.6 KS. 'A' (RV-J z .x 4F M.S.'A'(SRV 'J') DP. 22J SECTION '4-4"

DCP 80062466 Rev.0 SUP 12R1 Sht. 7

• M.S. 'B' DP. 634 SECTION f5-5/#

DCP 80062466 Rev. 0 SUP 12R1 Sht. 8 -Y-Acel. z L 6 dp. 490 -SECTION M.S. 'B' DP. 490 "6 - 6"

DCP 80062466 Rev.0 SUP 12R1 Sht. 9 7 7 \\ A I I / I SECTION A7-7' PL& 'b up.

DCP 80062466 Rev.0 SUP 12R1 Sht. 10 SECTION '8-8"

FW. -DP. 160 SECTION '10-10' ml

DCP 80062466 Rev.0 SUP 12Rl Sht. 12 'A . Z-Z SECTION "11-11'

DCP 80062466 Rev.0 SUP 12R1 Sht. 13 cp. 2M 1 SECTION "12-12"

DCP 80062466 Rev.0 SUP 12R1 Sht. 14 I Yt -SECTION '13-13'

DCP 80062466 Rev.0 SUP 12R1 Sht 15 'A' cp. 50 FW DP. 60 SECTION "9-9"/

DCP 80062466 Rev.0 SUP 12R1 Sht. 16 Recirc 'A' DP. 323 .- X-AceL 2-Aesi.-. ~ RECIRr- 'A cip. 323 14K SECTION "" 14-14 f SECTION "14-14'

DCP 80062466 Rev.O SUP 12R1 Sht. 17 Recirc 'A' DP. 14 SECTION "15--15"" SECT KTh "15-15"

DCP 80062466 Rev.0 SUP 12R1 Sht. 18 Recirc'A' (RHR) DP. 602 X-Acel. RECIRC. 'A' SFCTIEIN 1116-16111

DCP 80062466 Rev.0 SUP 12R1 Sht. 19 RECIRC. Dr dp SECTION "17-17"

DCP 80062466 Rev.0 SUP 12R1 Sht. 20 z 'B' dp. 13 18 SECTION "18-18"

DCP 80062466 Rev.0 SUP 12 RI' Sht 21 Recirc 'B' (RHR) DP. 606F ly 19WA SECTION "1 9-19" U-

DCP 80062466 Rev.0 SUP 12R1 Sht. 22 Y dp. Z013 20 20 SECTION

DCP 80062466 Rev.0 SUP 12R1 Sht. 23 z -M.S. 'Al dp. Z018 21 SECTION "21-21" usza ME= mm

DCP 80062466 Rev.0 SUP 124R Sht. 24 z 'BE dp. Zoo3 22 22 SECTION

DCP 80062466 Rev.0 SUP 12 R1 Sht. 25 z -M.S. 'B dp. ZOOB X-Acel. SECTION

DCP 80062466 Rev.0 SUP 12 R1 Sht. 26 FW. DP. 817. z -F.W. dp. 817 2; SECTION "24-24"

DCP 80062466 Rev.0 SUP 12RI Sht. 27 z dp. 731 25 -25 SECTION "25-25"

DCP 80062466R0 SUP12R'1 Sht. 28 z x -26 SECTION "26-26d

DCP 80062466R0 SUP12 RI Sht; 29

DCP 80062466 Rev.0 SUP 12R1 Sht. 30 I Extraction Steam l DP. 230( 230 28 -28 SECTION "'28-28" ~E C T I J N " 8 - 2 8

DCP 80062466 Rev.0 SUP 12R1 Sht. 31 Extraction Steam DP. Z010 2 p9 SECTION "129-29"l

DCP 80062466R0 SUP12RI Sht. 32 ZJ x ,,,,
o SECTION 'A' dp. 110 "130-30" 3 0<

DCP 80062466Ri SUP12RI Shti. 33 X Recirc. 'B' dp. 110. SECTION "31-31" 31

DCP 80062466R0 . SUP12RI Sht. 34 z 'AZ (RHR) dp. 621 I S. I SEC TIOIN 32 "32-32"

DCP 80062466R0 SUP12RI Sht. 35 Z. x 'X' (RHR) 33 SECT-ION "33-33/I

DCP 8006246GR0 SUP1 2R1 Sht. 36 SECTION '34-34'

z RECIRC 'B' SECTION 35 "35-35"

DCP 80062466R0 SUP12Rl Sht. 38 X-Acel. Y-Acel. Z-AceI. SECTION "36-36" z

DCP 80062466R0 SUP12RI Sht. 39 2-Vent an RecOO (RHR) dp. SECTION R37-37R

DCP 80062466R0 SUP12RI Sht. 40 Recirc. 'B* SECTION J '38-38" SECTILIN "38-38"

DCP 80062466R0 SUP12RI Sht.41 SECTION '39-39' 40Fl SECTION '40-40' RewC,. 'A' mumm

DCP 80062466RO SUP12RO Sht. 42 of 42 SECTION '41-41" Prcirv. A (rese sypa.si -421 SECTION '42-42'

FLOC No. Bld;. Floor Sys. Designator Drawing Una# Pipo Node Accel. Elev Detlinator material Point Dirocilon HIOS.2ACEL-IIA Drywml 87' Redrc A'tB9 FSK-P-169 BB.012.V(D)CA-28' 14 X (AXIAL) HIOS 2ACEL-11B Diywell Br RedrcA'XB9 F8K.P-169 BB.012.V(D)CA-28' 14 Y (VERT Hi OS 2ACEL-1 IC DrywaeU 87' Recirc A' D FSK-P-1B BB-01 2-V(D)CA-2B8 14 Z tLAT) HIOS.2ACEL-12A Drywael 8r Reclrc '3I BB FSK-P 170 DD.011-V(D)CA-2B5 13 X (AXIAL) HI1OS.2ACEL128 Orwell 87' RBcirc'WI BB FSK-Pt70 BB-011OV(D)CA-2B. 13 Y (VERT) HiOS-2ACEL-12C Drmoll 87' RaecrcD

• '/0 FSK.P170.

63-011.V(D)CA-28' 13 Z (LAT) HIOS-2ACEL-13A Drywell00 MainSteamAIAB FSK-P214 AM2130V(D)LA-28. el X8(L HIOS -2ACEL.139 DrYA0 100' Main 8team AAB FSK-P214 AB"30-V(D)LA28e 81 Y (VERT) HIOS.2ACEL-14A Drywl 100' Main Steam B/AB FSK.P214 AB-031-V(D)LA-28' 534 X (LAT) -1I OS.2ACEL-141 2q=ID 10W Main Stea rn AB FSK.P214 AS4031.V(D)LA-25 534 Y (VERT) Hi0S.2ACEL-1 A OrywaU 100' Main Steam A ISRV.J)IAB 1.P.AB-0& A1-051-G3C-10i 22J X (LAT) HIOS.2ACEL-150 Drwale 100' Main Steam A (SRV.J) I AB t-P.AB.08 AE-08tGBC.-tO 22J Z (LAT) Hi1S -2ACEL-18A Drywetll DO Main Steam B (SRV-P)lAB 1.P.AB-00 AB.OBS.GB.10' 4APt X (LAT) Hi0S.2ACEL.1e9 Orwell 100' MaIn Steam B (SRV-P)JAB 1-P-AB-00 ASB05GBC-10' 40P Y (VERT) HIOS.2ACELIeC DOrwell 100' Main Steam B (SRV-P) IAB 1*P-AB-09 AB-065FGBC.10' 40P Z (LAT) H10S -2ACEL-17A Orwoll 11Y. Main Steam A tRCIC) I FC 1.P.FC-01 FC-0O3-DBA4' 430 Y (VERT) HI OS -2ACEL.17B DrwwaIl 112 Maln Steam A tRCIC) I FC 1P.FFC-01 FC-003,DBA4' 430 Z LAM HICS.2ACEL-1BA D"I1112Y RectcAX(RHR)I98 t .P-C-02 8B511B.CCA-2r 602 X (XIAL) HICS.2ACEL-108 trywofll 112' Recrc ^A'(RHR) IBB 1-P-BC-02 B.-115.CCA-lr 802 Y NEJRr) HiOS 2AQEL-1BC Orwell 1112 Rodrc0A!(RHR)IBE 1,P-BC 02 BB-114-CCA 02 Z MD HIOS.2ACELIM DrYwall 112' Recirck "(RHR)BEI 1 P.8C-02 SB-114-CCA-20' 0MF. X(AXIAL) H1OS.2ACEL-t8B Drw12 Rearc'B-( RHRi IBi 1.P.BC-02 OBB114tCA 50F y VERT) HIOS.2ACEL.19C Drywall 112' Z ectre (B RHR)tBB 1-P-BC-O2 BB.114.CCA-20 50OF Z (LAT) HIOS -2ACEL-20A Drywell 121' Maln Steam ANAB FSK.P-214 ABD30-V(D)LA286 14 X fLAT) HIOS.2ACEL-20B Drytfl 121I Main Steam AIAB FEK-P-214 Ag 030-V(D)LA2B 14 Z (LATI HIOS.2ACEL-21A Drywall 121' Main Steam BDAM FSK.P-214 AB.031..V(D)LA26' 480 Y VEM HIOS.2ACEL-21B Orywa1 121' MaIn Steam BIAE FSK P-214 AB-031-V(D)LA26' 490 Z (AXIAL) HIDS.2ACEL.22A Dryll 12V Main Steam BIAS FSK-P-214 AB-031-V(DWA2 46C X (LT) HIOS -2ACEL-22B Drywell 121' Main Steam BWAB FSK-P-214 AB-031-V(D)&A26-460 Y (VERT) H10S -2ACEL-22C Drywell 121 Main Steam B/AS FSK-P,214 AB.O3I-V(D)LA2` 460 Z (LAT) HICS*2ACEL-23A Drywelt 121' Reciro A/BB FSK.P-169 BB4 13-V(D)CA12 323 X H10S-2ACEL-238 Orll 121' Redrc OA! I Bt3 FSK.P-169 BB-013-V4D)CAj2-323 Y HI0S -2ACEL-23C Drod 121' Redrce A l/B FSK-P.170 BB013-V(D&CAl2 323 Z HI8-2ACEL-24A Dnmall 121' Radrc B I BB FSK.P-170 83-213V CAI2-3 X Hi0S.2ACEL.24B Drywall 121' RecirclB'IBB FSK-P.170 8B.014.V(o)CA12" 323 Y HI1OS *2ACEL.24C Drywell 121' Reci1t3 ISB FSK*P-170 BB-Ot4.VIDUOA1 323 Z HI1S -2ACEL28A Drywell 121' FeedwatarlAE i1P-AE.04 AE-035.DLA.24" to X (LATD HIOS -2ACEL.28B Drswell 121' Feedwater/At 1tP.AE-04 AE,035.DIA424 5 60 (VERT) HIDS.2ACEL-250 Drywell 121' Feedwaler/AE ItP.AE-04 AE.035-DLA-24' 50 Z (AXIAL) HIOS -2ACEL-26A Orywall 121' Faadwlor IAE 1P-AE-04 AE-035-DLA-12' 220 X (AXIAL) H10S *2ACEL-25B Drywaff 121' FeadwaterIAE AE.04 AE.035-DLA.12 220 r (VERT) H10S *2ACEL.27A Drywall 121' Foodwutef IAE 1.-PAE.04 AE.035-DLA.12l 280 X (AXIAL) HIOS -2ACEL-27B Drywell 121' FeedwaterJAE 1.P.AE-04 AE D35.DLA.12 280 Z (LAT) HiOS-2ACEL.28A Drywall 121' Feedwater/AE A-PAE04 _ AE-035-DLA12' 1SO X AT) HIOS.2ACEL-28B orywll 121' Feedwater/AS 1.P-AE-04 AE.035.DLA.12' 180 Y MVITT Hi OB.2ACEL.29A Drywell 121' FeedwaterJAE 1-P-AE-04 AE-035-DLA-iZ' Z002 X(AXIAL) H108 2ACEL-20B Drywal 121 FaedwaterIAE 1-P-AE04 AE-035-DLA-12" Z002 Y(VERT) F-t0S.2ACELF20C Drywall ¶21 Feedwater/AE 14'.AE.04 AE.035-DLA-12' 2002 Z fLAT) DCP 80062466 Rev.i1 SUP 13R1 Sht. 1 of 2

FLOC No. Bldg. Floor Sys. Devignator Drawing Linel Pipe Node Accel. Ebv Designator nmaterial Point Direction HI0S-1ACEL-aIA Turb,123' Malin Steam ABA 1-P-AM-C AB-W01-DDC-20" Z013 X HIOS-1ACEL-01B Turb.123' Main Steam UAB I-P-AB-01 AB-001-D1OC 2 Z013 H1108.1ACEL-02A Turb.123' Main Steam ArAS3 1P.A-041 AB-001-DBC-28 ZOla x HIGS -1ACEL.02B Turb.123' Main Steam AtAB 1-P-AS-01 AS-001.OSC.28 Z01B I Y-H10S -1ACEL-02C Turb.123' Main Steam AIAR 1-P-AS-B01 AB01-DEC-281 Zola Z HI1S -IACEL-03A Turb.123' Main Stearn BAB 1-P-AS-01 AB-002-1BC-28' ZD03 X H108 -lACEL.03B Turb.123' Main Steam BIAB 1-P-ABS-0 AB-002-OBC.28 Z003 Y HIOS -1ACEL-04A Turb.123. Main Steam B/AS 1.P-AB-01 AS-002-DBC-28S ZOOs X HiOS -IACEL-04B Turb.123' Main Steam BWAS 1-P-AM-AB-002.DBC-28' ZOOs Y HIOS ;tACEL-04C Turtb.123' Main Steam B/AS 1-P-AB-01 AB-002-DBC-28" ZOOS Z HI1S -IACEL-05A Turb.123' .FedwatortAE 1-P-AE-0i AE-013-DBD-24' 731 X H0IS -1ACEL-05B Turb.123' FeedwaterAE 1-P-AE-01 AE-013-0SD 731 Y H10S-IACEL-OBA Turb.137' FeedwatedAE 1-P-AE-O1 AE.D13-DBD-240 817 Y HI1OS-1ACEL-06B Turb.137* Feedwater/AE' 1-P-AE-01 AE-013-DBD 817 H1DS -IACEL-07A Turb.123' Extraction Stm(FWHTRdA)IAC 1-P.AC-01 AF-051-GFD 48 X H103 f1ACEW7B Turb.¶23' Extrtton 8tm(FWHTR8A)tAO 1-P-ACO1 AF-051-GFID1J' 4B 11OS 1 iACEL-OMA TWt.123' ExtracUon Stm(FWHTR6B) MAC 1-P-AC-01 AF.055-GFD-141 Z010 X H105 -IACEL-083 Tub.123' Extracton SIm(FWHTR63) IAO 1-P-AC-01 AF.055-GFD14J

• 'Zola Y

HIOS 1ACEL-08C Tunb.123' Extraction Stm(FWHTRCB) IAC 1-P-AC-01 AF-055-tFD-14 ZO01 Z Ht1OS -IACEL-OGA Turb.123' Extraction GtmFWHTR6B) IAC 1-P-AC-01 AF.055-DCFD-14 2300 X HIOS -IACEL-095 Tutb.123' Extraciton Stn(FWHTR8B) /AC 1-P-1AC-O AF CBSGFD-14' 2300 Y H10S -1ACEL-10A Turb.123 Extracton Str(iWHTR6C) tAO 14P-AC-01 AFt059.GFD.14_ 471 X HIOS.1ACEL-10B Turb.123 Exttion Stn(FWHTR6C) lAC 1-P-AC-01 AF-059GFD-14' 471

• Y H1oS -IACEL-iOC Furb.123' Extraction 61m(FWHTRC) IAC 1-P-AC-O1 AF-059-GFD-14" 471 Z

FLOC No. Bldg. Floor Bys. Designator Drawing Ll# Pipe Node Strain Gage _ eIv . DesiLgnator l Point Direction K1IS.ISTGA-A0IA TLub.123 Main Steam AUAB 1-P-AD-01 AB-DOI-DBC-26 233/234 X (Radial) H1OS-1STGA-AO1B Turb.123' MainSteamA/AB

• 1 P.AS-1 AB-001-DEC-28' 233t234 X(Radlal) 11108 -ISTGA-AO2A Turb.123' Main Steam AtAB 1-PAABS-1 A-001-DBC.284 2371238 X (Radlal)

H10S -ISTOA-A02B Turb.123' Main Steam AIAB 1-P-AB.01 AB-001-DBC-28' 237)238 X adial)' H10.18TGA-A03A TLuTr.123' Maln Steam AtAB 1-P-AB-1 AB-001-DBC-28' 2331234 2 (LOng) H10S -1STGA-AO3B Tuab.123' Maln Steam A/AS 1-PAW-1 AB-001-DDC-28 2331234 Z (Long) H10S.ISTGA-B31A Turb.1231 'Main Steam B/AB 1-P-0AS-C1 AB02-DOC-25 62/4 X (Radial) H103 *tSTGA-BOB Turb.123' Main Steam B/AB-1-P-AS-01 AB-002-3EC-25' 62/84 X (Radial) H10S -ISTGA-B02A Turb.1231 Main Steam BIAB t-PAS-01 AB-002-DBC-28" 67/68 X (Radial) H10S -ISTtA-B02B Turb.1231 Main Steam BtAS 1-P-AS-01 AB-002-DOB-25S e7i88 X (Radial) HIOS-ISTGA-B03A Turb.123 Main Steam B/AB 1-P-AB-01 AB-002-DBC-28 _2/64 H10S -1STGA-503B Turb.123 Main Steam B/AB 1-P-AS-01 AB-002-B1C-2B1 62/4 Z (Long) HICS -ISTGA-C0iA Turb.123' Main Steam C/AB 1i-P-AS-AB4-03-DB-28' 682/584 X (Radial) 1110S -ISTGA-C01B Tur.1231 Main Steam C/AS 1-P-AB-O1 AB-03-DBC.28' 582/584 X (Radl) H110S -STGA-C2A Turb.123' Main Steam C/AS 1-P-4-01 AB-003-DBC28' 687/588 X (Radial) H110S -ISTGA-C029 Tu b.123' Main Steam C/AS 1-P-AB-O1 AB-003-DBC.284 5117/858 X (Radial) H1103S iSTGA-D1A Ttrb.1231 Main Steam D/AB 1-P-AR-Ol AB-004.DBC-28 4021404 X (Radial) H108 -1STGA-D01B Turb.1234 Main BEham 0/AS 1-P-A9-01 AS404-D3C-28r 402/404 X(Radlao H10S -ISTGA-DO2A Turb123 MaIn Sleam D/AS 1-P-AB-Cl AS-004-DSC-28 407/408 X (Radial) HIOS -1STOA-02B Tur.123' Main Steam DIAB 1-P.AB-01 AB-004-DBC-28' 4071408 X (Radial) DCP 80062466 Rev.1 SUP 13R1 Sht. 2 of 2 a -01
2

I REAC.DRYWELLELEV.S7'TO 150' FLOC No. ado _cl. lPoint Direction H108.2ACEL.IIA 14 X (AXIAL) RIOS 2ACEL.11_ 14 Y(VEM) H1IS.2ACEL-liC 14 Z UT) 108 -2ACEL.12A 13 X(AXIAL) H103 2ACEL412B 13 Y VEtX H10S.2ACEL.12C 13 2(LAo HlDS.2ACEL-t3A 81 X (LATI H108.2ACEL.13B 81 Y(WRT H108 SACEL.14A 534 IX (LAY) HI0.2ACaL.148 634 Y(ERT) H1034.2ACESIA 223 X (LAJ HI OS.2ACEL.1 6B 22J ZlLA I

• 2ACEL.1CA 40P (ILAn H103S (1e B

40 P YVERT) H110S.2ACEL 401' ( .n H10 S-2ACEL-17A ' 430 sR H108-2ACEL-17C C {L8 10S.2ACEL.t1A 502 H105.2ACEL4188 602 R103.2ACEL-18C 602 Jn jn H410S.2ACEL.19A SW (AXIAL) 105.ZACEL49B 0iDF rVERn R10S.2ACEL.100 _ O6F fLAT H10S -2ACEL.20A 14 tJiu H103.2ACEL.20B 14 (LAY) H108.2ACEL.21A 490 (YERT) I10S -2ACEL-218 490 IZ Q L. 1103S.2ACEL-22A 460 XILATl H108.2ACEL-22a1 460 1YVER H10S-2ACEL-22C 480 [LAn HtO9.2ACEL-23A 323 X H105.2ACEL.238 323 Y H106-2ACEL-23C 323 Z H10S.2ACEL.24A 323 X 0 11OS -2ACEL-248 3l3 H106 -2ACEL-24C 323 Z H10s..2ACEhL29A 50 0 n 103.2ACEL-2513 60 J4 (nR) J108-2ACEL.26C 5V Z (AXIAL) H105 -2ACEL.26A _ 0 X (AXIAL) 410S -2ACEL.2E8 220 Y WER" H10S.2ACEL.27 280 X (AXIAL) H110S.2ACEL A 280 ZJfAn H1109-2AC

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I TURBINE BiDG. EL.137'(2) I DIRECTION FLOC UOJ ACOEL NODE PT, 2Cl18EA H109-IACEL-06A vi7 I H108 *IACEL-O0B 817 I FLOOR GRATING OPENING AT EL 137' Il I WAL. PENETRAT1IN NI1411-001 3" CONDUIT TURBINE BLDG. EL.123'. (22) 1 FLOC NOJACCEL NODE PT. DIRECTION H10S -IACEL-CiA Z013 X HioS *tACEL.OlB Z013 Y HIOS -IACEL-02A Z018 X H10S IACEL-028 Z018 Y H408 IACEL402C 201 Z H10S 4IACEL.03A 2003 X H105 -IACEL-03t 2003 Y H105.IACEL44A ZOOs X 10S.IACEL.048 ZQOo Y H0$Q ACEL-04C zoo0 Z H103.$ACEL.OSA 71 X 103.4ACEL.01B 31 Y 4105.IACEL-07A x 49 X 103 -IACEL-078 L49 110S IACEL0A Z010 X X H10S 4ACEL.C88 2a10 Y 103.AACEL.OOC 010 Z H10S 1IACELMA6 2300 X H108 -IACEL-03B 2300 Y 10S.IACEL-IOA -x X H10J 1ACEL101 ZW8 _\\Y H109 -ACEL-10C O 2008 21M I 1lrA(R _F _ v 0v_ mm mm P" m m S W -W v-O -- N-no I: ~ W. Om-n I-n- am I I I I-I al,_j , _} _-I 4I .J. -I' -1 . _l I_. M- -~ V 1~ "M P.- "W- -am p- -M p-, _l _I am -1 M - - p-

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TURBINE BLDG. EL.123' (20) FLOC No. Nods Straln cage PoInt Direction H10S.I8T1A-AOA 2331234 X (RADIAL) H108 19TGA.A01B 2331234 X IRADIAL) H105 *1STGA-A02A 237/238 X (RADIAJ H10S -18TGAA02B 2371238 X (PADIL) H10S.STGA.AA3A 233t234 Z (LOG) HI06.1STOA-A03B3 233/234 Z(.LOG) H108.1STOA4301A 62B4 X (RADIAL) H108.I8TGA-B1OB s2164 X (RADIAL) H108 -ISTGA41D2A 67168 X (RADIAL) 10S.ISTOA-D023 6768E X (RADIAL) H10S.1-TGA4B03A 62/64 Z (LOG H10S -IBTOA.B039 12/84 ( LOGU H108 -iSTGA.COiA 862/M4 X IAL) HM108 -1STtA-C01D 882l564 X H102.ISTGA.C02A 87/8 X (RADIAL} H103 *ISTGA.C028 871588 X (RADIALI H1i0S -ISTGAOADOA 4021404 X (RADIAL) H103 -ISTGA-D01L 4ttV404 K(RADIAL) H103.ISTOA-002A 407/400 X(RADIAiL H1 OS -1STQA.D029 4071408 XJA L I 1 20 CABLES 2/C18 I I II II Lm _. WALL PENERTION N-14014001 3"CONDUtr DLJ O0VPOER - CART ISUPPLY DCP 80062466R0 SUP 1432 Sht. 3 FCR 60040177 -0253 l

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\\CW ab No I r A oo Io iorna.I Cabla ID. AtPan.box Cond. 1 4 1 2ACEL-IA 1 2ACEL-11B It a 4 t 2ACEL-11C %3 2ACEL-12A X4 4 1 2ACEL-12B v 2ACEL-12C T 1 2ACEL-13A 5 _2ACEL-13B 4 1 2ACEL.14A a \\2ACEL-148 7 4 1 2ACEL-15A 7 2ACEL.15B 8 4 t 2AGEL.1A 8 2ACEL-IAB 9 4 I 2ACE.1CBC 9 I 2ACEL-7A 10 k 1 2ACEL-17B 10 I I 2ACEL.181 11 4 T t 2ACEL.J I 11 _2ACE808C 12 4 1 ZACU*19A 12 2ACLi19B 13 - 4 1 2EL19C 13 2ACEL-20A 14 4 1i EL 20 B 14 %V 2ACEL-21A 18. 4

1.

2ACEL-21B 16 / r2ACEL.22A 18 1 4 ACEL-22B 1e ICEL-22C .17 4 1 2%CEL-23A 17 J EL-23B is I4_ 1 2A .L-23C 1E I 2AC -24A 19 4 1 _2A0 r24B 19 2AC AC .20 t ACEL 5A 20 2ACE* B 22 74 1 2AC -2 23 = 2ACEL-28A 2 1 2ACEL-205 2 2ACEL-27A 99 2 1 2ACEL-27B 100 2 1 - 2ACEL.2BA 01 2 1 2ACEL-280 102 2 1 2ACEL-2NA 105 2 1 2ACEL-29B 100 2 1 2ACEL.29C A .4. .1. Is I

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RAYCHEM INSTRUCTION FOR THE 2C18W/G AND THE 4C16W/G AT THE PENETRATION lBW202. 4/C16 WITH CRND AT rmN.ayP STEP 1. Install Raychem sleeves properlength over each conductor. STEP 2. Install RPycber sleeve over 4C at Pen. Side overlap jacket. STEP 3. Twist 2 ground wirts from each conductor and Insert Into 21-14 butt splice (14-36). STEP 4. Then install butt spi1esi648 to C wvires. STEP S. Pull Rycbem from Step lover It splces nd heat sbrink STEP 6. Then pull Raycbem from step2 over entire splices and heat shrink. USE THE SAME SPLICE OUS9DE PENETRATION 2C WITH GRND AT PEN. TYP EAmPLE 2RACEL-26D 2C018 W/GRND RAYCHEM AND BUIT SPLICE EACH CONDUCTOR AND THEN ONE WRAP AROUND ALL SPLICES rEN. IDW202 AND ICW20D s3C WITH CRND AT PEN. TYr w SPARE RED CONDUCTOR AND CAP. rrTP1CA1-B VAhtPLE w 2R1ACW0 2cn5 WY/RND I DCP 80062466 REV, O SUP14R2. SHEET 16 PEN. 10W202 AND XCWZO.

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-r. i SD _ 1 Y 4.W 1." N! i __ ItI .1 I, -" IIDCP S466 Re. SUP 14Rt2 VIBRATION MONIT3RING TERM PANEL - FROM ELEC. PEN ICW200

PMCR INFO Name: Phil Stashak DCP: 80062466 M Drive Location: Shared I DOCP Lists I 80062466

== Description:== This DCP installs vibration monitoring equipment (accelerometers) on piping systems throughout the plant In October of 2004 1R12. Baseline data will be taken In October 2004 and data acquired again upon EPU Implementation In 1R13. The Instrumentation should be removed the following outage IR14.Components Installed In October 2004 (1 R12) will be tested prior to use In 1R13. Frequency Of Use: The vibration monitoring equipment will only be active when data Is to be obtained. Systems Monitored: Main Steam, Feedwater, RCIC, Recirc, Extraction Steam Vendor Data: Endevco Accelerometer.Model# 7703A-100, Endevco Remote Charge Converter Model# 2771B-1 gain=1, High Temperature Cable AssemblIes Model# 3075M6-120, Calibratlon: Ig acceleratioh applied @ 159hz Components are part of a stand-alone data acquisition'system. The data obtained is not fed Into any plant process computer. The Design Functions of the monitored systems are not affected by the monitoring equipment. Per Discussion with System Manager, PMCR Not Required. .DCP 80062466 Rev.0 SUP 15R0 Sht. 1 of 2 . 0

Flocs Created For DCP 80062466 Hi1S-1ACEL-01A HIOS-2ACEL-11A HiOS-2ACEL-20A HIOS-IACEL-01B HIOS-2ACEL-11B H10S-2ACEL-20B HIOS-IACEL-02A HiOS -2ACEL-1 IC H10S-2ACEL-213 _A HIOS-IACEL-02B HlOS-2ACEL-12A H1OS-2ACEL-21B HiOs-IACEL-020 H10S.2ACEL-12B HIS -2ACEL-22A HIOS -1ACEL-03A HiOS-2ACEL-12C HIOS -2ACEL-22 HIOS-IACEL-03B HIOS -2ACEL-13A HIOS 2ACEL-225 HIOS-IACEL-04A HIOS -2ACEL-14B HIOS-2ACEL-23A = H10S -IACEL-04B HIOS -2ACEL-14A HIOS-2ACEL-23B H10S-1ACEL-04C HIDS -2ACEL-14B HIOS -2ACEL-23 _C HIOS-tACEL-Q6A HIOS -2ACEL.ISA HIOS-2ACEL-24A HIOS-IACEL-058 HI OS 2ACEL-16B HlOS-2ACEL-247 H1DS 1ACEL-QBA HI OS 2ACEL-IBA HIOS-2ACEL-24C H10S -IACEL.O9B HIOS -2ACEL-IBB _H10S 2ACEL-25A H10S-1ACEL-07A HI0S -2ACEL-16C HIOS -2ACEL-25B HIOS-IACEL-078 H10S -2ACEL-17A H10S-2ACEL-25C HIOS -IACEL-OBA HIDS -2ACEL.179 HIOS -2ACEL-2BA = HIOS-JACEL-08B H10S -2ACEL-1SA HIQS-2ACEL2BB HIOS-IACEL;-OBC H10S -2ACEL-18B HI OS 2ACEL-27A = HIOS-IACEL-09A; HIOS -2ACEL-18C _H10S-2ACEL-7B H1IOS -1ACEL-098 H1IOS @2ACEL-1DA Hl0S-2ACEL-28A HIOS-IACEL-IOA HiDS -2ACEL-19B H10S -2ACEL-28B IH10OS-1 ACEL-I1OB O1S -2ACEL-180 Hl0S-2ACEL-29A ._ _HIO _S-2ACEL-29B _ HI OS 2ACEL-29C DCP 80062466 Rev.0 SUP 15 R0 Sht. 2 of 2

PSWR 5326 REV I PEN N-1401-001 PENETRATION BEAL WOR*-REPLABS PSWR: 5326 REV.: I PENETRATION SEAL: N-1401-001 ONIT:- C DATE: I1/10/2004 EXPIRATION: 06/30/2005 SHEET 1 OF I DESIGN REVIEW BY: Adair, M. DATE: 11/10/2004.

• • • • • REFERENCES ***.**

80062466, 60040177 EH.WD-SP.B9R-0D01(Q) S;ND-SB.YR-0002(Q) SH.D-8BP.FBR-0004(Q)

• • • • • PENETRATION INFOP 1TION *****

BUILDING: Turbine ELEV: 137 BARRIER: North Wa.1l ROOM: 1401 OPPOSITE RM: 1405 LOCATION DRAWING: A-P103-1 . C-1734-1 OPENING SIZE: 6in. X 6in. BARRIER DEPTH: 481n. PZNETRATION LINER IS: STEtL PENETRATION/SEAL IS: ID LABEL REQU NEW PENETRATION: NEW SEAL: REPAIR (DAMAGE MODIFY (DESIGN CHANGE): X MODIFY (TEMPORARY) MODIFY (CONFG. CHANGE): X REMOVE TEMPORARY I

• • • • • SEPtMATIONCRITERZA *****

UIRED: ID): :. RESTORE):.. FIRE(HRS): 3 AIR(inWG)s STEAM(PSID): -- HYDRO(FT): -- RAD(FT): NSR/AB OTHER: --

• • • • • PENMTRATING OBJECTS *****

STATUS / DESCRIPTION /.NUME3R / SIZE / MATERIAL: Existing Conduit 1.5 Carbon Steel Added Sleeve 3.0.Qarbon Steel

• • • • • -SEAL DEISGN *****

QA RE5 DZTAIL No.: VTD iA400F^0122 {Binco Detail 33) SEAL MATERIAL /'DEPTH / SUGGESTED MATERIAL NOS: BE (Silioone Elantomer).9in. Min. 1022589 (Pro-ldt) -a..... 2UIRE617o 1s I.~ ,.1. " I I-*

• • • • • SPECIAL INSTRUCTIONS *****

Disxegard minimum depth of 5" shown on detail drawing. instill elastomor to a minimum.9-inch depth, flush with face of barrier on outside of room; NOTE 1: Ensure that now 3-inch diameter conduit has been secured prior to installing seal. NOTE 2: Verify whether motal clad cables will be repaired and routed thru opening prior to sealing.

• • • • • WORl COMPLETION *****

A. YES B. YES C. YES D. YES E. YES -P. NO NO NO NO NO "-INSTAILATION COMPLETE. -PENETRATION SEAL INSPECTION COMPLETE SAT. -SEAL ID LABEL INSTALIED. -AS-BUILT INFORMATION DOCUMENTED. -COPY.OF PSWR SENT TO RPSE.

• JOB SUPERVISOR:.

DATE: PSWR 5326 RI

• DO SAP WFI LCONEIR.

OR VAXX SXGNED PSWR TO RPSE.xA 5076. REF: SM.MD-5P.FBR-0001 (Q) REV. 2 ATTACH. 4 PG. 13 OF 15. 80062466R0 SUPiBR2 Page I of 6

PSWR 5327 REV I PEN i-1401-001E PENETPATrON BEAL WORK RELEASE PSWR: 5327 REV.: I PENETRATION SEALh N-i40t'0O01B UNIT: NC DATE: 1l10/2004 EXPtRATION: 06/30/2005 SHEET 1 OF I DESIGN REVIEW BY: Midair, M. DATE: 11/10/2004,

• • • • • RZFSRENCES *****

80062466, 60040177 SHMD-SP.FDR-0001 (Q) SH.MD-SP.F3R-0002(Q) SH.MD-BP.BR-0003 (Q)

• • • • • PENETRATION ZNFORMATION ****

BUILDING: Turbine ELEV: 137 BARRIER: North Wall ROOM: 1401 OPPOSITE RM: 1405 LOCATION DRAWING: A-P108-1 OPENING SIZE: 3in. Dia. BARRIER DEPTH: 49in. PENETRATION LINER.I1: Steel PENETRATION/SEAL IS: ID LABEL REQt NEW PENETRATION: _ NEW BEAL: _ REPAIR (DAMAGE tMODIFY (DESIGN CHANGE): X MODIFY (TEMPORAT MODIFY (CONFG.

• CHANGE):

REMOVE TEMPORARY '

• • • • • SEPARATION CRITERIA *****

1IRED; ED): - RY) : - ':RFSTORE), ..; 0.. ... 1_.. FIRE(HRS): 3 AIR(inWG)s -- HYDRO(FT): -- RAD(FT): NsRAB PENETRATING OBUECTS ***** BTEAM(PSID): s OTHER: -- STATUS / DESCRIPTION / NUMBER / SIZE / MATERIAL: Added Cable

• • • • • SEAL DESIGN *****

Q

C A REQUIRED.I-o riz t.:.

DETAIL NO.: Dw. A-0967, Sht.*2, Dot. 11S SEAL MATERIAL / DEPTH / SUGGESTED MATERIAL NOS: .,, V :

n..0- r.12, --,I.

SE-Foam 7n. N=. YZ7ECOZ- (zO-bz cartridgep. Ceramic Fiber nlin. Mn. Y278041 (Bullc)

• • • • • SPECIAL INSTRUCTIONS *****

Clean conduit and caables prior to installation of new inteifil conduit meal. NOTE: Seal must be installed within plane of "nmother" olasatomer sal in ponetration N-1401-OO1. (Raf: PBWR 5326).

• • • • • WORK COMPLEITION *****

A, YES B. YES C. YES D. YES E. YES -V P V NO _ NO _ NO _ NO = NO. -INSTALLATION COMPLETE. -PENETRATION SEAL INSPECTION COMPLETE SAT. -SEAL ID LhBEL INSTALLED. -AS-BUILT INFORMATION DOCUMENTED. -COPY OF PSWR SENT TO RPSE.

• • 70B SUPERVISOR_

DATE: PSWR 5327 RI

• DO SAP rINAL CONFIRM. OR PAX BIGNED PSWR TO RPSE AT B076.

REF: SH.MD-SP.FBR-0001(Q) REV. 2 ATTACH. 4 PG. 13 OF 25. F0D8246eRD 8UP16R2 Page 2 of 6 _Ma__

PSWR 5501 REV 0 PEN N-4303-002 PENETRTATON SEAL WORK RELEAS9 PSWR: 5501 REV.: 0 PENETRATION SEAL: N-4303-002 UNIT: HC DATE: 12/09/2004 EXPIRATION: 12/31/2005 SHEET 1 OF I DESIGN REVIEW BY:.Adair, M. DATE: 12/09/2004.

• • • • • R1EERENCES *****

80062466, 60040177 SJ.XD-bP.3RR-0001Q) (Q)

• • • • • PENETATION INFORMATION *****

BUILDING: Reactor ELEV: 102 BARRIER: North Wall ROOM: 4303 OPPOSITE RM: 4320 LOCATION DRAWING: A-PS12-1 OPENING SIZE: 30 in. x 42 In. BARRIER DEPTH: 30 in. Conc. PENETRATION LINER IS: Steel PENETRATION/8EAL IS: ID LABEL REQUIRED: NEW PENETRATION: NEW SEAL: REPAIR (DAMAGED): MODIFY (DESIGN CHANGE): MODIFY (TEMPORARY): MODIFY (CONFG. CHANGE): X REMOVE TEMPORARY (RESTORE): -

• • • • • SEPARATION CRITZRIA ****

I-FIRE(HRS): 0 HYDRO(FT): 00.0

• • • • • PENZWRATI]

AIR(inWG): 00.0 RAD (FT.): :SR/B NG OB3ECTS ***** STEAM (PSID) OTHER: ): 0 STATUS / DESCRIPTION / NUMBER / SIZE / MATERIAL: -Existing Znatxumont Tube , Existing Cable Wray -Added Conduit A 3.00 in. Carbon Steel..

• • • • • SEAL DESIGN *****

QA DETAIL NO.: VTD PA400F-0152

• SEAL MATERIAL / DEPTH /.SUGGESTED MATERIAL NOS:

SZ-Poam 12 in. Min. Y278002 (20-oz cartridge)

• • • • • SPZCIAL NSTRUCTIONS *****

.*w * ~cc...

• QUI.D:

~.*..

Airborne barribr only. Inpairment permit is NOT required. After installing now conduit, repair foam Beal to original thickness with a 12-Anch minimum depth. Conduit dooe not require internal seal.

• • • • • WORX COMPLETION *****

A. B. C. D. E. YES YES YES YES YES NO _ NO _ NO _ NO _ NO _ -INSTALLATION COMPLETE. -PENETRATION SEAL INSPECTION COMPLETE SAT. -SEAL ID LABEL.INSTALLED. -AS-BUILT INFORMATION DOCUMENTED. -COPY OF PSWR SENT TO RPSE.

• JOB SUPERVISOR:
• DO SAP FINAL CONflPJR.

OR REF: SH.MD-SP.FBR-O0001(Q) DATE: _ PSWR 5501 0 VAX SIGNED PSWR TO RPSE AT 5076. REV. 2 ATTACH. 4 PG. 13 OF 15. B0062466RO SUP16R2 Page 3 of 6

PSWR 5502 REV 0 PEN N-4330-002 PENETRATXON SEAL WORK RZLEASE PSWR: 5502 REV.: 0 PENETRATION SEAL: N-4390-002 UNIT: HC DATE: 12/09/2004 EXPIRATION: 12/31/2005 SHEET 1 OF 1 DESIGN REVIEW BY: Adair, M. DATE: 12/09/2004.

• • • • • xEWERmNCE8 *****

80062466, 60040177 SHMD-SP.WBR-0001(9) SH.MD-SP.FBR-00.02 () SH.XD-SP.FBR-00D4(Q)

• • • • • PENETRATION ZNDORHATION *****

BUILDING; Reactor EIEV: 102 BARRIER: North Wall ROOM: 4330 OPPOSITE RM: 4331 LOCATION DRAWING: A-P531-1 OPENING SIZE: 36 in. x 64 in. BARRIER DEPTH: 60 in. Conc. PENETRATION LINER IS: Stool PENETRATION/SEAL ISS ID LABEL REQUIRED: NEW PENETRATION: NEW SEAL: - REPAIR (DAMAGED): MODIFY (DESIGN CHANGE): MODIFY (TEMPORARY): - .MODIFY (CONFG. CHANGE): X REMOVE TEMPORARY.(RESTORE): -. SEPARATION CRITERIA **** FIRECHRS):-.O Al HYDRO(FT).: 00.0 SI~t'N a ER (inW'G) RAD (FT) , OBrrCCA

00.0 SRAB STEAM(PSID)

.OTHER: ) : 00.0 STATUS / DESCRIPTION / NUMBER./ SIZE /'MATERIAL: ExistinU Conduit Exist1in Cable TraY -Added Conduit I 3.00 in. Carbori.Steesl S***** EAL DESIGN ***** QA R DETAIL NO.: VlTD PM00F-0152 SEAL MATERIAL / DEPTH / SUGGESTED MATERIAL NOS: BISCO BF-150NH 12 in. NMn. 7278034 (100-1b kit)

• • • • • SPECIAL INSTRUCTIONS *****
• 'r.:*-*-

.r

• ^ *.

I.,t REQUIRED: So4*- Radiation and Airborne barrier only. Xnpai=nent panint is NOT required. Mter inotalling now vonduit, repair 15ONH zeal to original thickneas with a 12-inoh minimum depth. Conduit done not require internal aeal.

• • • • • WORK COMPLETION *****

A. YES B. YES C. YES D. YES E. YES _tNO , NO _, NO _, NO _* NO -INSTALLATION COMPLETE. -PENETRATION SEAL INSPECTION CMIPLETE SAT. -SEhL ID LABEL INSTALLED. -AS-BUILT INFORMATION DOCUMENTED. -COPY OF PSWIE SENT TO RPSE.

• JOB SUPERVISOR:

DATE: PSWR 5502 0 .*DO SAP FINAL CONFIRM. OR FAX SIGED PSlR TO "SE AT 5076. REF: SH.ND-SP.FBR-000(iQ) REV, 2 ATTACH. 4 PG. 13 OF 15. F8062466RO SUPI1R2 Page 4 of 6

PSWR 5503 REV 0 PEN S-4310-005 PMNETRATION SEAL WORK RELEASE PSWR: 5503 REV.: 0 PENETRATION SEAL: S-4310-005 UNIT: HC DATE: 12/09/2004 EXPIRATION: 12/31/2005 SHEET 1 OF I DESIGN REVIEW BY: Adair, M. DATE: 9/2004.

• • • • • RZPERENCES *****

80062466, 60040177 SH.HD-SP.FBR-001(Q) SH.MD-SP.rMR-0002(g) SH.MD-SP.PBR-0003(Q)

• • • • • PENETRATION INFORMATION *****

BUILDING: Reacter ELEV: 102 SARRIER: South Wall ROOM: 4310 OPPOSITE RN: 4331. LOCATION DRAWING: A-P514-1 OPENING SIZE: 36 in. x 60 in. BARRIER DEPTH: 30 in. Cana. PENETRATION LINER IS: Steel PENETRATION/SEAL IS: ID LABEL REQUIRED: NEW PENETRATION: _ NEW BEAL: REPAIR (DAMAGED):, MODIFY (DESIGN CHANGE): - MODIFY (TEMPORARY):, MODIFY (CONFG, CHANGE): X REMOVE TEMPORARY (RESTORE):

• • • • • SEPARATION CRITERIA *****

FIRE(HRS): 0 AIR(inWG): 00.0 HYDRO(FT): 00.0 RAD(PT): NBR/AB

• • • • • PENETRATING OBJECTS *****

STEAM(PSID): 0 OTHER: _- STATUS / DESCRIPTION / NUMBER / SIZE / MATERIAL: ExistinB Conduit .Existing Cable Tray

"Added Conduit N/A 2 in; Din.;,Carbon Steel

• • • • • SEAL DESIGN *****

Q A DETAIL NO.: VTD PA400F-0152

• :~.

5... REQUIRED: No.-., _.4

• SEAL MATERIAL I DEPTH / SUGGESTE SE-roam 12 in. Min. Y278002 (21
  • • • • SPECIAL INSTRUCTIONS *****

D MATERIAL NOS: 0-oz cartridge) Airborne barrier only. Impairment permit is `NOT required. After installing now conduit, repair foam meal to original thickness with a 12-inch minimum depth. Conduit does not require internal seal.

• • • • • WORK COMPLETION *****

A. YES _r B. YES _, C. YES =, D. YES _, E. YES _, NO_ -INSTALLATION COMPLETE. NO _ -PENETRATION SEAL.INSPECTION COMPLETE SAT. NO _ -SEAL ID LABEL INSTALLED. NO_ -AS-BUILT INFORMATION DOCUMENTED. NO = -COPY OF PSWR SENT TO RPSE.

• JOB SUPERVISOR:

DATE: PSWR 5503 0

• DO SAP FINAL CONFIRM. OR FMC SIGNMD PSWR TO PPSE AT 5076.

REF: SH.MD-SP.FBR-0001(Q) REV. 2 ATTACH. 4 PG. 13 OF 15. 8006248BR0 8UP16R2 - Pagoff6

TEMPORARY CA1iLE NUMBERS ASSIGNED TO ACCELEROMETERS DRYWELL AREA SIGN OFF for Connectlon and Label CABLE NO. LABEL FLOC NO. INFO ONLY Installed IRACELIIA-T H10S *2ACEL-1 IA Print name/sign IRACELI1B-T _H10S -2ACEL.11B Print name/slgn IRACELI1C-T H-108 -2ACEL-11C Print namelsign IRACEL12A-T HIOS -2ACEL-12A Print name/slgn 1R ACEL12B-T Hi1S.2ACEL-12B Print neme/slan I R ACEL12C-T HI DS.2ACEL.12C Print name/sion IR ACEL13A-T HI108 2ACEL.13A Print name/srgn I R ACELI3BT HIOS.2ACEL.13B Print name/sign IR ACEL14A.T - H10S -2ACEL.14A Print name/sipn IRACEL14B-T Hi10S.2ACEL-14B Print name/sign IR ACELiSA.T HIS.2ACEL-15A Print name/sign IR ACEL151B-T HIOS -2ACEL-1JE Print name/sInm I R ACELI GA-T 11108 2ACEL.8A Print namelsipn IRACEL1B.-T H_108 2ACEL.1B Print name/sign IR ACEL1 BC-T HIOS -2ACEL-16C Print name/sin IR ACEL17A.T Hi0S.2ACEL-17A Print name/sign I R ACEL17B-T H1OS -2ACEL.17B Print name/srgn IR ACELI1A-T HIOS -2ACEL-18A Print name/sign, IR ACEL18B.T HIOS -2ACEL.1B Print name/sign IR ACEL18CIT H108 2ACEL-11C Print name/sign IR ACEL19A-T HIsOS.2ACEL-B1A Print name/sign IRACELISS-T H10S -2ACEL-19B Print namelsign I R ACELI 9C-T 11108.2ACEL.1C Print namelainn IR ACEL20A-T HIOS -2ACEL-20A Print narne/sign IR ACEL23B.T HIDS -2ACEL-20B Print nametsin IRACEL21A.T _H105.2ACEL-21A Print name/sin IR ACEL21B.T H108 -2ACEL-21B Print name/sian IR ACEL22A.T HIS -2ACEL-22A Print name/sign IR ACEL22B5T HIOS.2ACEL-22B Print name/sIgn IR ACEL22C-T HIS.2ACEL-22C Print name/sign 1R ACEL23A-T H10S -2ACEL-23A Print name/sipn IR ACEL23B.T H10S.2ACEL-23B Print name/sign IR ACEL23C-T _ H103S 2ACEL-23C Print namelilgn 1R ACEL24A-T HI0S *2ACEL-24A Print namelsign 1R ACEL24B-T H103 *2ACEL-24B Print name/sign IR ACEL24C-T HI10S.2ACEL-24C Print namefsign IR ACEL26A-T H1108 2ACEL-25A Print name/sign IR ACEL25B-T H109 -2ACEL.25B Print name/sinn IR ACEL26C.T Hi0S -2ACEL-2B0 Print name/stpn IR ACEL26A.T HIMS.2ACEL.26A Print name/sign IR ACEL2OB.T HI1S *2ACEL.2BB Print name/sign IR ACEL27A-T HIS.2ACEL-27A Print name/sign IR ACEL27B-T HIDS *2ACEL-278 Print name/sign IRACEL2SA-T HI1S.2ACEL-28A Print name/slgn IR ACEL28B1T ht108 -2ACEL-28B Print namelsign IR ACEL29A-T 1110S.2ACEL-29A Print name/sign IR ACEL29B-T HIOS *2ACEL.29B Print name/sipn IR ACEL29C.T H10S.2ACEL-29C Print name/slgn .I 80062466 R1 SUP 17Rf Sht. I of 2 cfflmm

=

I I .1 TEMPORARY CABLE NUMBERS ASSIGNED TO ACCELEROMETRRS IN TURBINE PIPE CHASE AREA EL.123 AND ABOVE AT EL.*137 SIGN OFF for Connection and Label CABLE NO. LABEL FLOC NO. INFO ONLY Installed ITACELOIA.T H108 -1ACEL.01A Print namelsln 1TACEMOIB-T HIOS-IACEL-01B Print name/sign iTACEL02A-T HB108.ACEL-02A Print name/slan ITACEL02B1T H10S *1ACEL.029 Print namelsln ITACEL02C-T HIOS.IACEL-02C Print namelsign ITACEL03A-T HIM0 *IACEL-03A Print nametsign ITACEL038-T HIMS JACEL-038 Print name/siGn 1TACEL04A-T H110SAACEL-04A PrInt namelalsn iTACEL04S-T 11108 IACEL-04B Print name/slan ITACELO4C-T HIOS AACEL-04C Print name/BIgn 1TACELOBA-T HIOS *lACEL-OGA Print namelsign ITACELO5B-T Hi OS.IACEL-03B Print name/sIgn ITACELOGA-T H1 OS -IACEL-O6A Print name/sign

• ITACELOBB.T H0S -IACEL.OB8 Prlnt nametsign ITACEL07A-T H-10S I1ACEL-07A Print namelslan 1TACEL07B-T Hi OS -1ACEL-07B Print namern/sln ITACELOGA-T 1-111S.IACEL.OSA Print name/sign ITACELOBB.T HIDS IACEL-MBB Print name/sign lTACEL08C-T H1OS -1ACEL-08C Print name/sign ITACELo9A.T H10S -1ACEL4-9A Print name/slan T.

ITACEL09S-T Hi 08 -1ACEL-O9W Print nare/algn ITACELI1A-T HIOS 1ACEL-110A Print name/slign ITACEL10B-T Hi0S -1ACEL-1B Print name/sign ITACELIOC.T HiOS -1ACEL-1 0C Print name/slgn TEMORARY CABLE NUMERS ASSIGNED TO Straln Gages IN TURBINE PIPE CHASE AREA El.123 Cable No. Label Fi;C No. Info Only Signoff (Connection & Label Installed) PrintVSIgn 1TSTGA-A01A-T HIOS-ISTGA-AO1A ITSTGA-AOIB-T HIOS -lSTGA-AOIB 1TSTGA.A02A-T HI1S-ISTGA-AO2A 1TSTGA.A02B.T H10S-1STGA-A02B 1TSTGA!A03A T HIOS -1STGA-AO3A lTSTGA-A03B-T HIOS -1STGA-AO3B ITSTGA-301A-T HIOS -ISTGA-BO1A ITSTGA-B01B-T H1OS -1STGA-BO1B 1TSTGA-802A-T HIOS-ISTGA-B02A ITSTGA-1021-T HIOS -1STGA-B02B 1TSTGA-BO3A-T HIOS -1STGA-103A 1TSTGA-B035-T HIOS-ISTGA-B03B._ 1TSTGA-C01A-T HIOS -ISTGA-COIA ITSTGA-CO1B.T H1QS-1STGA-CQ18 1TSTGA-CO2A-T H10S-1STGA-C02A 1T8TGA-CO2B-T H10SA-STGA-C0213 ITSTGA-DO1A-T H10S 1STGA.D01A 1TSTGA-DO1B-T HlOS-ISTGA-DOIB ITSTGA-DO2A-T H1iS-ISTGA-DO2A iTSTGA-DO2B-T H10SA-1STGA.D028 V. i DO 802466 Rev.1 SUP 17R1 Sht 2of 2i

Mounting Block Detail .4 HOLE SIDE TO TOP ON rV*0 OPPOSl^NO SIDES STARTING IN FROM SIDE AND TOP _ORT..A O P O PiT-10-32 UNF-3/1 LENGTH HOLE IN CENTER ON 5 X FACES (NOT BOTTOM) 1.5 I C( )- ni_ 'I/.o_ jet 4 HOLES, IN FROM TWO SIDES DRILL AND TAP FOR 10-32 UNF. ITHRU HOLE IN PART B AND LENGTH THR EDED IN PART A -PART D rz. n IT7 I 1 I = r _ 0.562 P( 2 P-) 0.4 STRP.- 2-0.375 x 2.25 MALVANIRED CARBON STEEL LAIUlS SCE TABLE I 2"- NOTES: 1. BLOCK MATEFRIAL IS STAINLESS STEEL (TYPE 304L OR 316).

2. SURFACE ROUGHNESS: 63 MICRO INCH

3. PERPENDICULARITY OF HOLE: 1 +/-

5 DEGREES

4. TAP CLASS: 2

5. DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE.

DCP 80062466 RevA1 SUP 181RO Sht. I of 1 mm

HITEC PRODUCTS, INC. H PI FP.O. Box 790* Ayer,MA 01432 USA Tel:978-772-6963 # Fax:978-772-6966 www.bltecprod.com IIBWSERIES WELDABLE STRAIN GAGE A. SURFACE PREPARATION

1. Inspect sensor location on specimen for deep pitting and correct gage location. (Figure 1)

C

2. 4e"

__'t and pitting, (Figure 2)

3. Locally clean the gage sensor are; spolished' look to Ilt. (Figure 3)

- e! i:e l Metal should be rreeofall rust 3 with nne sandpaper. Metal should have almost a S ~$ See PSEG Welding & BrazingN Manual FIgure 2: ROUGH CLEAN Figure 1: SPECIMEN FIglTe 3: FINAL CLEAN 01D997 HltecPkduc:m IcnAyer, MA 01432 DCP 80062466 Rev.1 SUP 19R0 Sht. 1 of 8

All Surface Preparation & Welding Requirements Per PSEG Welding & Brazing Manual B. GAGE INSTALLATION I. Using a capacitive discharge spot welder, establish proper weld schedule with sample carriers suppIled with gage. A power setting of 12*18 watt seconds with a probe force of 3-6 pounds Is a good starting point. Start low and gradually Increase power until a good weld Is achieved. Grasp the practice shim with a pair ot pilers and peel from specimen. After proper welding the removal of the carrier will be difficult and will leave small weld nuggets on the specimen.The nuggets should be 40 to 60 mIls In diameter. (FIgure 4) (See Installation Tips C-1)

2. Remove strain gage from packaging and Inspect for dust and particles that may be on the gages from shipping. Wipe welding area with gauze pad or clean cloth. Bend transition section tabs down to the sides of the water proofing compound. Bend the transition sections tabs flush with the bottom of the warerproofnng compound. (Figure s)

3. Wash Installation area with conditioner A and rise with Neutralizer S or equivalent cleaning system to remove any remaining oxides or dirt.

4. Tape (or hold) transition section to specimen in a suitable location so that the sensor may be placed In the proper location with a stress relief In the ribbon wire (or stainless steel tubing). Do not let cable hang from the transition section. Cable should be taped or wires to the specimen.

S. Tack weld transition section tabs with 3 to 5 spot welds on each side. This will hold the strain gage In position while the remaining welds are made. .v Figure 4: WELDTEST SCHEDULE Figure 5: SENSOR READY FOR PROPER INSTALLATION 01997 Hle;t Produnts ckw Aye IMA 01432 DCP 80062466 Rev.1 SUP 19R0 Sht.2

L All Surface Preparation & Welding Requirements Per PSEG Welding & Brazing Manual

6. Finish welding the transition section tabs to specimen. (Figure 6)

7. Place a piece of tape across the gage just below the horizontal alignment marks on the side of the carrier and place on the specimen.

S. Tack the gage in place with one (1) weld at each of the side alignment marks. Carefully remove the tape.

9. Continue welding the gage In place. The first line of welds should be adjacent to the hermetic sealand 1/16' on center. Sequonce an welds should be:

a) Vertcally down from right side alignment mark, looking at gage from transition end. b) Vertically up from right side alignment mark. c) Vertically down from left side alignment mark. d) Vertically up from left side alignment mark. e) Horlzontally across gage top.

10. Complete the Installation by adding a second row of tack welds between and 1/32w outboard of the first row.

II. The Installation Is now complete, No additional environmental protection Is required FIgure 6: TRANSMON INSTALLAllON Figure 7: FINAL INSTALLATION 1997 Hltec Products Inc.AyerM, 01 42 DCP 80062466 Rev.1 SUP 19R0 Sht. 3

AII Surface Preparation & Welding Requirements Per PSEG Welding & Brazing Manual C. INSTALLATION TIPS

1. The hermetic sealing provides excellent protection against gage damage caused by possible weld sparkingif sparking does occur check for proper surface preparation, proper probe force.

and probe dressing.

2. Probe should be dressed with fine sandpaper to provide a 1132 tip radius. Dress probe frequently (after every gage Installation) or whenever severe sparking has occurred. (Figure 8)

3. Transition tubing Is bendable allowing adjustment of the gage/transition alignment Excessive bending of the transition tubing should be avoided.

4. Transition tabs can be trimmed If necessary.

5. When Instailing onto a curved surface, care must be taken to Insure Intimate contact between the sensor and the curved surface.

Figure 8: PROBETIP GEOMETRY °1997 H11AC Prducts Inc Ay4 MA 01432 DCP 80062466 Rev.1 SUP 19R0 Sht. 4

HITEC PRODUCTS INC. HT 1 PO.Box790

• Ayer,MA01432UtA H PE~ i Tel:978-772-6963 X Fax:978-772-6966 www.hltecprod.com HIGH TEMPERATURE BONDED WELDABLE STRAIN GAGES FEATURES:
• Hlgh temperature Installations using sImpleattachmenttechniques e Ceramic bonded wire gage performance In a weldable gage
• Superlorperformance of tondedgages
• Improvedfatiguelifefordynamicappilcations HIPrs high temperature weldable strain gage Is a free filament wire strain gage pre-bonded to shim stockusing ceramiccementorflame sprayedalumina.The installersimplywelds:

thegagetothe test structure using acapacitlvedischarge spot welder. This permits easy installation In the field especially on large structures. This gage is excellent in appilcations where hermetic rnosture protection is not required The excellent fatigue resistance makes this bonded wirestraln gage thebestcholcefor dynamic,impact orvibratory strain measurements to 20O0°F. Using the active dummy method of compensation, static strain measurements can also be made. ALLOYS The gages are available In a large variety of sensing alloys from self compensated "K'alloy to the dual element series alloys. Resistance thermometers are also available In bonded weldableforms. LEADS The gage can be ordered without leadscdesignated"NL'which consists of a free filament gage bonded to a shim. Terminals and cables may be purchased separately or the Installer can make his own;The gape Is also available high temperature insulated cable in various sizes and temperature ratings. DCP 80062466 Rev.1 SUP 19R0 Sht. 5

COMPLETE ASSEMBLIES The assemblies consist of a free filament gage bonded to a shim, a weldable transition terminal and a high temperature cable. A ceramic or fiberglass Insulated braided cable assembly Is attached at the gage end through alumina Insulators strap welded to the terminal shim' This transition terminal provides a firm anchor for the cable at the gage end. The cable conductors are threaded through lengthwise holes In the alumina Insulators and ceramic bonded to the Insulators with high strength ceramic cement This prevents wire movement at the gage - cable weld junction. PRE-CURVED SHIMS The standard eflat'gages can be mounted on curved surfaces as small as 1 6

• diameter, On surfaces having a smaller radius of curvaturethe gages can be ordered pre-curved, for a nominal chargeto virtually any diameter specified.

LEGEND B., -X ,l HrE Do odd P4ondable. 119-sr Gage FTallesbsance Thermometer sensing Allo =NV-Nhron' FrT.Platlnurr E-Eennolm TTRLSRussl PdCr-Pallad Gage R -uc (Divde by 10) Cb kfrunstencompensaiton: ppmWF ~t~ungstenO-Crbon ry 5-ThItnum~ 6-Steel Ian X.No Compensation lum Chrme U-U.niversal !ngth Curvilre 2iamaete Inches Leadtf NL-No, Ladi MG-Sheathed MgO CB-cersmic Ikaid FG.mrlberglaas Braid AdChst Y-Cramlc Cement A-Flane Sprayed Alumina Curvature Drcin F-Rat ILD-Longitdinal. - ownward WU-Long~tudirlal-Upward COD=cLanuforentlal -Downward clUlcircum~ferentlal Upward Strain Gages For Hostile Environments 01997Hl~tc Ptoducu, Inc.AyerMA USA DCP 80062466 Rev.1 SUP 19R0 Sht. 6 JNSNZEN

I L--'-------

DESIGNAON NOVIPM NOMUAL SENSOR O8MR MXINUM LEAD SM MWM LEMAD SEE DESCRIP MON STOWt RESIM GAGE AGE TEMP.F WIRE LENGTII WIDTH TERMIAL FIl STATUS OHMS FACTOR LENGTH S.LMIt S.. (Im HIGH TEMPERATURE BONDED WELDABLE STRAIN GAGES .Y~-12-250-S+NL 120 2.0 KALLOY 1-4 650o 005 x1.5 .50 3s NuiE I FORT[ANIUM c ,A12-204NL 120 2.0 KAlUY ' 1/4 650"F .*iX1S 50 35 NONE I OSTEIL A CHROME~LA HWA-12-25D-5-2G 12D 2.0 KAU.W 1/4 6S00 NCC 0 YES 3 FOR.ANUM C MMWAK-12-25-6-2G 120 2D . KAJfLLY t11 65PF 1Ol4. SU .3S YES 3 FORS UL A HBWANV-12-25o.X41 120 2JI M E-114 1F SO 30 NONE 1 DYNAMI A CH1OMELA HEWAM12-250-X-2CB 120 ZO NO}WOMEV /I4' 16001 ZCB1AWC .so s 0 3 DYNAMICC HEWAPT-12-250XNL 120 4D . Pi$W 1/4' 19OF D03X 1 50 .30 NONE I - DYNAMC B HWAPT_12-250 120 4.J FEw Or4 7900F XZCERAWC SO 2o0 YF5 3 BYNAMIC a HBWMH-12-250-X4L 120 2.5 WQNTHALA-1) 1/4 ISCXV D03xL5' 50 .30 NNE 1 114.1/7 ORFB B HO9SA7S 7S 5 STATIC HVWAH12-25G-X-2CBV5 120 25 (KANTHALA-1) 114 i5o(Jf

• 21-875j s50 30 YES 3 -IAI/2.ORFB 8

HBWF-12-25D-62a5a 120 S.0 (KALA-I) ih BOVT .25 H,75/ S w .60 YES FULBRM C HOs8mm NKDM STMXi . 6WDIE) HDCW-06-25D-62CB975 60 3D Pt-W/ZGSPL 7/r 900VF

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DCP 80062466 Rev.1 SUP 19R0 Sht. 8 of 8

Strain Gage Installation Procedure Installation instructions for the strain gages are provided by the manufacturer Supplemental Record 19. The following steps are recommended to confirm installation of the strami gages. Figure A-3 shows a sketch for the strain gage orientation. The following steps provides a Strain Gage connection diagram, field installation measurements, Wheatstone bridge voltage balance and shunt calibration, and installation verification for the strain gage installation to measure hoop stress. Figures A-I and A-2 describe the strain gage electrical installation and termination for a two strain gage %2 bridge installation. Structural Integrity Associates (SI) will provide the signal conditioner and input cable. Definitions Rq Strain gage resistance provided by the manufacturer, ohm Rr Completion resistance located on the DAS terminal strip, ohm (supplied by SI) Rb = Resistance between a and b, where a and bare DAS terminal strip IDs from Figure A-i and A-2, ohm (Total gage plus electrical lead resistance) Rse = Resistance between shield (S) and ground (G) with shield not grounded at DAS. Vex = Excitation voltage at DAS terminal strip, volt GF = Strain gage Gage Factor, provided by manufacturer 112h = Shunt calibration resistor, ohm (supplied by SI) G = Ground

1. Connect strain gages from the field to the DAS terminal strip as shown in Figure A-I. Do not connect completion resistors or hook up SI PVMS strain gage signal conditioning to DAS terminal strip at this point.

2. After the installation of the strain gage and prior to connection to the cabling, measure with an ohm meter the following resistances between each wire for each channel: RP., R3.4, R,.

R2]c. R34,R4Io, and Rs.G. Enter all measurements into Table A-1. Note, the resistance R,.2 and RA4 is the resistance across the strain gage at the end of the strain gage leads. The resistance across the leads should be measured with a i 0.2 ohm accuracy. The resistance to ground measurements should be greater than I 0+/-1 meg ohm.

3. Upon completion of strain gage.lnftallation and connection of all cabling to DAS location, measure with an ohm meter the following resistances betveen each wire for each channel: RI.2, R3.4, RI., R2.0, R3.0, R4s0, and Rso. Enter all measurements into Table A-1. The resistance across the leads should be DCP 80062466Rd SUP 20RO Sht. I of 9

measured with a + 0.2 ohm accuracy. The resistance to ground measurements should be greater than 10+/-1. meg ohmn.

4. Connect the completion resistors, R1t, to the DAS terminal strip as shown in Figure A-2a. The comjiletion resistors are furnished by Si.

S. Connect SI PVMS Strain Gage signal conditioner to DAS terminal strip. Turn the SI PVMS systenm on and let it warm up for 5 minutes,

6. Use a voltmeter to measure the voltage, V.x, between DAS terminal strip terminals 1 and 3. The voltage should read 3.33+/- 0.2 VI)C. Enter the voltage reading into Table A-3.

7. Use the values in Table A-l to calculate the Conversion Factor (CF) for each strain gage channel using the following equations:

R1 F x 1-,R +-, V =R xV[Rsh + Rs5 I

• =( R,,- V.,l R.

] t V; cr EX <[jRA x RIs + R. x R. +Rcr RCx j) R 1 R) Volts Half Bridge: CF =2 V. /c mV/ps Quarter Bridge: CF = V.c I msV/ps Calculate the CF and record the values In Table A-2 and enter the CF for each channel in SI PVMS Conversidn Vactor module. S. The strain gage signal conditioner's output voltage for each channel is routed to the input connector, SCXI-1305, of an SCXI 1141 Anti-alias filter. The 1305 has two input choices for coupling AC (normal operation, Switches UP) and DC (for bridge null and shunt calibration, Switches DOWN). In this step, set the input coupling to DC for each strain gage channel. Adjust 'input limits' in SI VDAS to +/-:5.0 volta While viewing the time history; adjust the variable resistor in 'black box' to approximately zero volts, then use the null potentiometer on the front of the SCXI 1321 connector to fine tine to zero. This value should be adjusted as close to zero as possible.

9. Perform a shunt calibration of each strain gage channel. Per Figure A-2 temporarily attach a shunt calibration resistor provided by SI across terminals 3 and 4 then remoVe. Do this several times while acquiring the data with the VDAS Using SI VDAS in the 'Data Analysis' mode read the strain output with and DCP 80062466R1 SUP 20R0 Sht. 2

without the shunt resistor attached. Subtract the two values to produce the shunt strain. The resultant strain should read approximately 175pe +/- 10%.

10. Upon completion of step 8 for all strain gage channels, act the coupling mode in the SCXI 1305 to AC for each strain gage channel.

11. Prior to acquiring data, repeat step 7 - 9 (zero value will change with temperature and pressure increase or decrease) to assure proper zero and operation.

12. Decrease the 'input limits' in the SI VDAS to increase the signal resolution.

Ideally the maximum value observed in the strain time history is approximately 1/3 to % of the input range. The input limit in strain is calculated by the following equation: Input Limit= 1000 Input-range/CF) where the input-range - V CF - mV/As Input Limit - pr-12, Data should be taken for each channel with the power to the bridge off. This is accomplished by removing the power lead on Terminal I (Figure A-2). This step will remove the real strain flom the signal leaving the electrically induced noise. DCP 80062466R11 SUP 20R0 Sht. 3

24uct rbl (ulTnd "sectMC SO A So' I H 0TEh All stickling for Mi strain pp e1lf be Iedrk~ijal cm-leced St* oami~ wd grmddedcmlocif~ionn OASandd system fr if -U O Fignre A-1. Strain Gage Electrical Schematic 00 I

M3S A UMC8 Pftb mdm a nem) DAS T o*d U Flnwe A IJ2 Wige Cunufm X w HMo Th~i 3E*9a Mbb>) en to S) C O CDa) 0) X° M Rsh vA flgn P. 112 ffidg SCa1 Sdiek 1w HOOP 2cs Figure A-2. 'A Brdge Connection Diagram and SCXI Schcmatic .I

(% >~Flow % vco o o 1stallationNotts o D

1. Place strain gages on top ofpipe oriented in the circumferential direction at each location.

2. Place strain gages on thetop of the pipe oriented in the longitudinal direction onmain steam lines A and B only.

3. Gages to be separated by I" -

W8". Place gages away from welds. U Figure A-3. Strain Gage Orientation

Table A-I. Field Measurements and Strain Gage Information Field Resistance (Ohm) Channel Namrs R1.2 R3., Rjo RG Ru 1o44 Rso Ch 25 HOIS-ISTGAA1 Ch 26 HOIS-1STGA-AO2 Ch 27 HOIS-ISTGA-A3 Ch 2 HOiS-ISTGA-1 Ch 29 HOIS-ISTWA-302 Ch 30 HOIS-ISTGA-B03 Ch 31 HOIS-ISTGA-_ Ch 32 HOIS-ISTGA-C02 Ch 33 HOIS-ISTGA4D01 Ch 34 HOIS-ISTGA-D02 cnens = C C.) n-cX O O An ax m,

Table A-2. Conversion Factors channel Channd Name c (stain) V. (volts) CF 25 .OIS-ISTGA-AOI 26 IIOIS-1MSA02 7.7 HS-I SEA-ADS 28 1105-I STGA-BO01 29 HOIS-ISTGA4W2 30 EHIS-ISTGA-DO3 31 H1OS-LSTGA.COI 32 HOIS-1STGA-CO2

• 33 IHOIMSGA-JDOI 34 BOIS-ISTGA-DO2 enlen U 5l CD C) co o uo 0

V C CDC I

Table A-3. Shunt Calibration Sbin Gage Resisbince Vex GF1 Rsgt Rsh2 Shwrt Sthin,p2 H01S.ISTGA-AOIA A_ Ch 2 H01S-ISTGA-ADIB H0IS-1STGAA2 A Ch 26 HOiS-1STGA-A2B B HOIS-ISTGA-A3A A Ch 27 Hois-1STGA-ADB B H2401S-ISTGA-BOIA A 1HOlS-ISTGA-BB B Ch 2 HMSISTGA-BA A HOlS-1T1-MB B I_ HOIS-ISTGA4303A A . 3 HOIS-ISTCA3B B Ch 31H0IS-ISTGA-COIA A _ 3 01S-STGA-COIB B HDIS-ISTGA-CO2A A Ch 32 OSITA-OB B____ HoIS-STGA-DOIA A__ Ch 33 HOIS-ISTGAOOB B Ch 34 HO1S-STGA-CV2A A H01S-ISTGA-DO2B B tJ} Cl w "co S CD CD (DX CO 0 o: o 00 -4;o a) iU 1.rPmvided byM anuhtnr

2. Provided by SI

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Document: H-1-ZZ-SCS-0253 Volume 1 / Rev.'O

Title:

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Document: H-1 -ZZ-SCS-0253Volume 2 I/ Rev. 0

Title:

EPU Vibration Monitoring Software Package Software Requirements Specification (SRS) 80062466R, 1 ADS02R 1 Revise Document To Add Strain Gage Info i

Document: H-1.ZZ-SCS-0253Volume3 I Rev.,

Title:

EPU Vibration Monitoring Software Package Software Design Description (SDD) 80062466R' I ADS03RI 1 Revise Document To Add Strain Gage Info

Document: H-1-ZZ-SCS-0253Volume4 I Rev. 0

Title:

EPU Vibration Monitoring Software Package QA Plan For Software Testing 80062466R 1 ADS04R, I Revise Document To Add Strain Gage Info

Document: H-I-ZZ-SCS-0253Volume 5 / Rev. 0

Title:

EPU Vibration Monitoring Software Package System Backup 80062466 RI ADS05 RI Revise Document To Add Strain Gage Info i.

Document: H-1 -ZZ-SCS-0253Volume 6 1 Rev. 0

Title:

EPU Vibration Monitoring Software Package System Manuals 80062466R'1 ADS06R I Revise Document To Add Strain Gage Info

Document: H-1-ZZ-SCS-0253Volume7 / Rev. 0

Title:

EPU Vibration Monitoring Software Package Configuration Files 80062466RI1 ADS07R'1 Revise Document To Add Strain Gage Info i

Document: H-1 -ZZ-SCS-O253Volume 8 (New)

Title:

EPU Vibration Monitoring Software Package Hardware Components CE Certificates 80062466R1 ADSO8RO Add Hardware Certs To Document i

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