ML20195C611
| ML20195C611 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Shoreham |
| Issue date: | 10/11/1978 |
| From: | STONE & WEBSTER ENGINEERING CORP. |
| To: | |
| Shared Package | |
| ML20195C609 | List: |
| References | |
| FOIA-86-176 SHI-333-ADD-01, SHI-333-ADD-1, NUDOCS 8605300409 | |
| Download: ML20195C611 (88) | |
Text
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October 11,1W8 J.O. No. 11600.02 Spec. No. SH1-333 .
Addendum 1 and Specification for STRUCTURAL ACCEPTANCE TEST Contractor: Wiss, Janney, Elstner and Associates, Inc.
P. O. NO. 340032 Shoreham Nuclear Power Station - Unit No. 1 Long Island Lighting Company Brookhaven Township, Long Island,..New York AFF"0VED r Ner' /. Dnte Preparar 'A:fD i / s/.-2VF; Lead Engr ,~ f d thi1h .
Speciel* t _8C C' Prul ? :3r b d- Jg-fL
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' /u e /r Mtrls Consti. Dept reg [Slhe.+ M// 5 *77.
, PEDROS 6-176 PDR -
I Copvricht 1978 ,
Stone L Webster Engineer 2.ng Corporation isoston, Massachusetts i
NUCLEAR SAFETY RELATED j
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m- - - - _ _ - - - - - _ - - - _ - - - - - - - _ _ _ _ _ - - - _ _ - - - - - _ _ - - - - . - - - - _ _ - - _ . - - - - - - _ _ _ - - - _ _ _ _ _ - - - - - _ -_--_-_ _ __ - _ _---._ _ a
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ORGANIZATION 1.6 '
1.9 This specification consists of the following: .
Addendum 1 - Summary of all changes and agreed-upon 1.11-exceptions to the specification up to the 1.12 i
time of placing the purchase order.
Information and Requirements 1.13
- Section 1 -
Enclosures 1.14 Section 2 -
E&DCRs not required to be incorporated as 1.15 Appendix A -
part of the specification.
not based on an approved 1.16-Appendix B.- Changes
- E&DCR/N&D or approved Addenda.
will be itemized by separately 1.18 Future changes, if any, The 1.19 Issued, consecutively numbered addenda or revisions.
contents of each section are indicated in detail at the 1.20
)
beginning of that section. Each page is numbered with the section number and the page number in that section.
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IMPORTANT NOTICE 1.24 change to this specification 'shall be binding on any 1.27 No been party until an addendum to the specification has 1.29 issued.. No deviation from this specification shall'be accepted by the Engineers' inspector until it has been approved as required by the Engineers' standard procedure. 1.30
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s 5 y-ll600.02-801q 06/18/82 032
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June 28, 1982 l
l Copyright 1982 1.6 Stone & Webster Engineering Corporation 1.7 Boston, Massachusetts 1.8 I
1.9 NUCLEAR SAFETY RELATED 1.10 Addendum No. I 1.13 J.O. No. 11600.02 Page 1 of 4 1.14 LILCO WO80-48923 May 26, 1982 1.15 Spec. No. SH1-333 APPROVED 1.17 Signature Date 1.19 Proj. Engr Preparer h
Uf/ Jo/rf, 6-26-e7 e . <6 Fr_
1.21 1.22 Lead Engr /fMLF /2 -2S -brL 1.23 Specialist -- bRd.J / _2 r -4 2- 1.24 Qua1 Assur NJ.dcc2:< 4 4:- M -r4 1.25 1.26 Mtrls Engr Rh#) e Es. St Const Dept. W 7,/2 W2f 6 -R54 3- 1.27
.l Addendum No. 1 1.29 Specification for 1.30 4
1.32 STRUCTURAL ACCEPTANCE TEST Shoreham Nuclear Power Station - Unit 1 1.34 Long Island Lighting Company 1.35 Brookhaven Township, Long Island, New York 1.36 This Addendum 1 summarizes all change to the bid 1.39 specification dated October 11, 1978 to the time of placing 1.41 the purchase order / contract. . It covers all changes to the specification agreed upon by the Seller and Engineers up to 1.42 the time of placing the purchase order / contract.
Item Changes to Specification 1.45 Title Page 1,47
- 1. Pag e,: ,
Add: Contractor: Wiss, Janney, Elstner 1.49 and Associates, Inc. 1.50 P.O. No. 340032 1.51 -
- 2. Page: Title Page 2.4 Add: " Addendum 1 and" before Specification 2.6 for... 2.7 y-11600.02-80lp 06/25/82 032
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1 Addendum 1 Page 2 of 4 Item .
Changes to Speci_fication r
Page: 1-7. Line 6.22-s.56 2.12 3.
Delete: 11600.02 FM-1A-11 2.14 ,
11600.02 FM-1B-11 2.15 11500. 02 FM-1C-10 2.16 11600.02 PM-1D-10 2.17 11600.02 FM-1E-10 2.18 11600 02 FM-1F-11 2.19 11600 02 FN-82A-1 ? 20.
Add: 11600.02 FH-1A-13 2.22 11600.02 FM-l'E*13 2.23 11600,02 FM-1C-12 2.24 11600.02 7M-1D-21 2.25 11600.02 FN-lE-11 2.26 11600.02 FM-1F-12 2.27 11600.02 FM- 82A-4 2.28 Paqei 1-8, Line 8.4 2.31 .
4.
' Delete: 11600.02 FV-1A-9 2.33 AddT-~ 11600.02 FV-1A-B 2.34 4
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- 5. Page: 1-10. Line 9.26 2.37 (
l Delete:
- 2.39 i
Add: 1972 2.41 6, Page: 1-10. Line 9,27 2.44 Add: after " Institute...", packaging, 2.46 shipping, receiving, storage, and 7.47 handling of items for nuclear power 2.48 g plants. 2.49 ,
7 '. Pa ge.: 1-10. Line 9.30 2.52 Delete:
- 2.64
, Add: May 1977 . 2.56
.. Rev 2 2.57 Page: 1-10. Line 9.31 3.2 8.
Deletet af ter Guide . . . , -Rev. 2 3.4 "l l
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Addendum 1 Page 3 of 4 Item Changes to Specification 1-10. 3.7
- 9. Page:
3.9 4
Delete: Li~nes 9.34 - 9.35 Page: 1-10. Line 9.38 3.12
, 10.
Delete:
- U.S. Atomic Energy Commission 3.14 Regulatory Guide, Rev. 1 3.15 1972 U.S. Atomic' Energy Commission 3.17 Add: 3.18 Rev. 1 Regulatory Guide, 1-18 Structural Acceptance Test 3.19 for Concrete Primary Reactor 3.20 Containments 3.21 1-10, 3.24
- 11. Page:
Lines 9.41 & 9.42, 3.26 Delete:
12, Page,:
a 1-17. Line 14.39/41 3.29 Delete: " painted white and" 3.31 1-17. Line 14.39/54 3.34
- 13. Page: ,
Delete: " painted" 3.36 ,
3.38 Add: " grid" Page: 1-26. Line 22.5 3.41 14.
Add: 340032 3.43 Page: 1-27. Line 23.3 3.46 15.
Add 340032 3.48 3.51
- 16. Page: 1.27.
Delete: Line 23.19 3.53 O
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Addendum l' Page 4 of 4 Item Changes to Specification Page: 1-27.
3.56 17.
Lines 23.37 39 3.58 Delete:
Add: Site Manager of Engineering and 4.3 4.4 Construction 4.5 Long Island Lighting Company, 4.6 Shoreham Nuclear Power Station 4.9
- 18. Page: 1-28.
4.11 Delete: Line 24.17 1-28. Line 24.22 4.14
- 19. Page:
94-0819 4.16 Add:
Page: 2-1. Line 10 4.19 f 20.
Delete: Appendices 4.21 Add: Enclosures 4.23 2-1. Line 13 4.26 e
- 21. Page:.
i Delete: appendices 4.28 _
Add: enclosures 4.30 Page: 2-1. Line 15 4.33 22.
Delete: 1. Appendix A
'4.35 Page: 2-1. Line 18 4.38 ,
23 Delete: 2. Supplement No. 1 4.40 2-2. Line 1.14 4.43
- 24. Page:
Delete: Appendix A 4.45 2-15. Line 1.14 4.48
- 25. Page:
Delete: Supplement No.1 and Appendix A 4.50 ,
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- 26. Add: Appendix A & Appendix B'to end of
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4.53 Specification 4.54 06/25/82 032 y-ll600.02-801p a.
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SECTION 1 1.9 INFORMATION AND REQUIREMENTS 1.11 The contents of Section 1 are as follows: 1.14 Page 1.16 Scope 1-3 1.18 Project Size, Location, and Site Conditions 1-3 1.19 Definitions 1-3 1.20 Furnished by the Contractor 1-5 1.21 Furnished by the Purchaser 1-6 1.23 Extent of the Work 1-7 1.24 Applicable Documents 1-9 1.25 Responsibility 1-10 1.26 Technical Requirements 1-10 1.28 Primary Containment and Dry Well 1.29 Floor Pressurization 1-10 1.30-General 1-10 1.31 Ambient Conditions ,
1-11 1.32 Containment Internal Temperature 1-11 1.34 Pressure Drop 1-11 1.35 Test Procedure 1-12 1.36 Te.st Data and Reports 1-14 1.37 Measurement Requirements -
1-15 1.40 General 1-15 1.41 Displacement Measurements . 1-15 1.42 Strain heasurements 1-15 1.44 Reinforcing -
1-15 1.45 Liner - 1-16 1.46 Roundness Surveys 1-16 1.46/1 Crack Survey 1-16 1.46/2 Crack Observations in Painted Areas 1-16 1.47 Nontechnical Requirements 1-18 1.49 General - 1-18 1.50 Safety 1-18 1.51
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Test Preparation 1-18 1.52 Protection of Work 1-19 1.54 Cleaning 1-19 1.55 Preparation for Shipment 1-20 1.56 P
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1-2 1-20 1.57 Provision f or Storage 1-20 1.59 Schedule 1-21 2.1 Quality Assurance Test Equipn.ent Accuracy 1-22 2.2
- 1-22 2.3 Tests Inspection 1-22 2.5 1-24 2.6 Documentation 1-25 2.7 Data and Drawings by the Contractor 1-27 2.8 Communications 1-28 2.10 Subcontractor s 1 48 2.11 ,
Exceptions Table 1 - Predicted Displacement Measurements - 2.13 Primary Containment Wall 1-30 2.14 Table 2 - Predicted Displacen.ent Measurements - 2.15 1-31 2.16 Equipment Eatch 2.17 Tatle 3 - Frimary Containnent Reintorcing -
Strain Rosette Location 1-32 e.17/1 Tanle 4 - Primary Containment keinforcing - i.19 1-3? 2.20 Predicted Stresses Table 5 - Equipment Hatch Reinforcing - Predicted 2.22 l stresses 1-33 2.23 Table 6 - Primary Containment Liner - Strain e.24 Losette Location 1-34 2.25 Table 7 - Primary Containment Wall - Strain 2.27 Gage Termination Box Location 1-35 2.28 Table 8 - Dry Well Floor Test Deflection 2.31 Measurement Locations (,) 1-30 t.32 2.33 -
Sxetches SK-333-1 Structural Acceptance Test Feasurement Azimuths 1-37 2.34 Sh-333-2 Structural Acceptance Gest 2.36
.' Primary Containment 2.37
? Measurement Elevations 2.38 Schenatic 1-38 2.39 '
bK-333-3 Febar Strain Gage ano W1 Ling 2.4G SK-333-4 Equipment Hatch Measurement 2.41 f
- Points 1-39 2.42 hK-333-5 Strain Gage Locations 1-41 2.43 SK-333-6 Dry Kell Floor Test Deflection 2.44 Measurement Locations 1-42 2.45 1-43 2.47 TID Forn.
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SCOPE z.52 This specification covers the requirea.ents for the 1.55 Structural Acceptance Test for %he Primar) Containment and z.So Dry Well Floor Structures at Shoreham Nuclear Power Station - Unit 1. The Structural Acceptance Test consists 2.So
- of air pressurization and depressurization or the structures anc neasuring, recording, and reporting structural response 2.59 to demonstrate a:.d document structural integrit; at a 3.1 pressure level equal to 1.15 times the cesign pressure.
Test pressures, instrunentation, and recording shall be in 3.2 accorcance witn the requirements or U.S. Euclear Eegulatory 3.3 Coma:ission hegulatory Guide 1.18, where applicable, and as specified herein.
Ph0 JECT SIZE, LOCATION, AIJD SITE CONDITIONS 3.7 The project consists of a nominal 850 twe, nuclear 3.10 power plant (boiling water reactor) . 1he site for this rew 3.11 station is in the town or Erco}iaven, New York, on the I. ort.h Shore of Long Islanc near trookhaven Laboratory. It is 3.14 boundeo by Long Island Sound on the north, Wadiny 1.Jver j Creex and 11111 Creek on the east, North Country Road on the 3.15 south, and an unidentified stream and a marsh to the west. ,
Site grade is to be assumed at a nominal 20 it 3.17 above mean low water level.
DEFINITIONS 3.21 Terres used herein are defined as follows - 3. 4 Contr actor -
The conpany acceptiny the overall 3.z6 responsih11ity for fulfilling the 3.27 requirements of this specificatio:..
Sub- -
Those deriving their authority to pertorn 3.30 c_c.ntrac tors work unoer the purchase order rrun t b. 3.32 Contractor. 3.33 Engineers -
S. tone 6 Webster Engineering Corporation, z.35 a Massachusetts corporation, or its culy 3.3b authorized agents restricted to tne performance of the particular uuties 3.37 ,
entrusted to them. -
-Construction -
UNICO - unirled construction orcanization a.39 compriseo or Long Island ' Lig hting 1 Company, Stone & Webster, and General Electric Personnel . This organization is 3.40 responsible for overall construction.
n.anagenent and the performance or certain l k-11600.02-L49c 09/27/76 092 l
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1-4 gStih functions under the scope of the 3.41 Stone & Kebster ASME "E" certiticate.
s Long Island Liahting Company 3.43 Purchaser -
Hicksville, Long Islanc, New York 3.45' This word, when applied by the Engineers 3.47 Approvec -
or 3.48 to the Contractor's drawings means that the drawings or i cocuments, documents ,are satisfactory from the 3.49 l standpoint of intertacing with all Purchaser -f urnished components or the 3.50 installation, and/or that the Engineers have not observed any staten.ent or teature that appears to deviate trom the 3.51 specification's requirements. Except ror 3.52 the interfacing with all Furchaser-furnished components, the Contractor shall retain the entire responsibility 3.53 ,
for complete conformance.
Approved - These words, when applied by the Engineers 3.56 to the Contractor's drawings or documents, 3.57 l As Revisec
.mean that the drawings or documents are 3.59 e approved as derined above except that the 4.1 changes shown are required for the proper- 4.2 interfacing with Purchaser-rurnished 4.3 components of the installation or are tecessary to be in confornance with the 4.4- ,.
specitication's requirements. On the 4.5 ,
basis that the Contractol shall retain the entire responsibility ror compliance 4.6 with all of the spectrication's requirements, (except those artected by 4.7 interfacing with Purchaser-rurnished components) , the Contractor shall either: 4.8
- 1. Incorporate the changes into his 4.1b crawing or document and resuomit to 4.11 the Lngineers, or
- 2. Inform the Engineers that the 4.13 charges cannot be made without 4.14 l prejudice to the Contractor's 4.15 l responsibility under warranty, ano 4.16 resubmit with full explanation or the reasons therefor. 4.17 I
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t 1-5 FURNISHED BY THE CONTRACTOR 4.21 The equipment, materials, and services turnished by 4.24 the Contractor shall include, but not be limited to, the 4.25 -
following:
Strain gages 4.28
. Feeler gages 4.30 Invar tapes 4.32 Instrun.enta tion to measure deflections cor.sisting oi 4.34 Direct Current Differential Transducers (DCDT's) ano 4.35 appropriate signal conditioning and readout instrun.entation Eupervision and labor to measure, map, sketch, and 4.36/1 photograph crack patterns in painted areas 4.36/2 electronic 4.37 Etructural response monitoring, recording 4.38 data, and conversion equipment u
Certification of calibration of instrumentation and 4.40 -
gages 4.41 Ebotographic equipment 4.43 Optical Comparators 4.45 j _
Any other equiptcent (s) necessary to fulfill the "4.u7 requiren.ents of'this specification 4.48 All electrical cable, including connections at 4.50 electrical penetrations, trom his gayes and 4.S1 instrumentation to his rrcnitoring equipment Any other naterials essential Ior the execution of his 4.53 work u.54 supervision and labor to install equipment, gages 4.56 (except gages on r einforcing) , and instrumentation, 4.57 including instrumentation furnished by others, and'to remove same uniess dispensable Supervision and labor to monitor and record ano convert 4.59 structural responses to displacement and strain cata 5.1 Any other labGr essential for the execution of work or S.3 for supervision of ~the installation of materials by S.4 others k-11600.02-449c 09/27/78 091
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required under DOCUMENTATION, within 5.6 Final reports as 5.7 30 days of completion of the test 5.11 FURNISHED BY THE PURCHASEk The equipment, materials, and services furnished by 5.14 [
5.15 i the Purchaser will include the following :
to record the containment 5.18 j Labor and instrumentation 5.19 internal ambient conditions before and during the tect ;
5.21 Labor to operate air recirculation tans and naintain the 5.22 specified ginimum containment internal temperature Labor to perform crack survey on the exterior surface or 5.23/1 5.23/2 the containnent structure of the test to the extent 5.24 Technical supervision 5.25 discussed herein include DOCUMENTATION furnished by the 5.27 Test Report to Contractor and the Senior Construction Representative 5.28 5.30 '
Temporary construction (weather protection, scaf folding , 5.31 supports, ladders, power, lighting , etc.) essential for '
the execution of the Contractor,'s work Storage tacilities for the Contractor's equipment 5.33 p..
Oil-free air con. pressors with aftercoolers 5.35 5.37 Spare electrical penetrations for the Contractor's use 5.39 Electrical power .
5.41 Orfice space and record external 5.43 All instrunentation to measure 5.44 ambient conditions during the test ,
I for painting the areas for the 5.46 Coating material measurements (Pro-Teem, White, by 5.47 contractor's crack 5.49 Iddings Paint Company, Boston, MA, or equal as approved by the Engineers) 5.51 Magic marker for applying grid pattern to painted areas Labor to erect and renove all temporary construction 5.53 i
5.55 labor to install and remove ele'ctrical cable (turnished i
5.56 En the Contractor) ,
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l 1-7 Labor to apply and remove coating material and grid 5.59 pattern over the areas for the Contractor's crack 6.1 observations
_ Labor to coordinate the Structural Acceptance Test 6.4 Labor to pressurize the concrete reactor containtient 6.6 Labor to refinish and coat test surfaces as required 6.8 All other labor for services not turnished by others 6.10 EXTENT OF THE WORK 6.13 The extent of work is shown on the f ollowing 6.'16 Engineers' drawings: 6.17
! LILCO ho. Stone 6 Webster No. Title 6.20 M10000 11600.02 FM-1A-11 Machine Location Reactor 6.22 building Plans El. E'-0" 6.23 and 40'-0" 6.24
. M1ouG1 11600.02 FM-1b-11 Machine Location Reactor 6.27 building Plans El. 63'-0", 6.28 768-7", 958-3", 96'-9", and 6.29
' 101*-6" b.30 M10002 11600.02 FM-1C-10 Machine Location Reactor 6.34
- -* Building El. 1128-9", 6.35 126'_-9", 3nd 150'-9" 6.36 M10003 11b00.02 FM-1D-10 Machine Location Reactor 6.40 Building Plan El. 175'-9" 6.41 and Sections 6.42
' 6.46 M10004 11600.02 FM-1E-10 Machine Location Reactor Building Section 1-1 6.47 M10005 11600.02 FM-1F-1I Machine Location Reactor 6.51 Euilding Section 2-2 b.52 M13136 1600.02 It4-82A-1 Primary Containment ILRT 6.56 System 1T49 6.57 M11003 11600.02 FC-23D-8 Reactor Building - Primary 7.2 Containment Concrete Wall 7.3 Details El. 88-0" to 608-0" 7.4 M11005 11600.02 FC-23F-3 Reactor Building - Primary 7.0 containment Wall El. B'-0a 7.9 to El. 149'-2" 7.10 k-11600.02-449c 09/27/78 092
1-8 LILCO No. Stone & Webster No. Title M11006 11500.02 FC-2 3G-4 Reactor Building - Primary, 7.14 Containment 9lall Details 7.15 El. 60'-0" to El. 149'-2" 7.16 7.17 r Sh-1 I
Reactor Building - Primary 7.21 M11007 11600.02 FC-23H-3 7.22 Containment Wall Details ,
El. 60'-0" to El. 149'-2" 7.23 '
Sh-2 7.24 heactor building - Prirary 7.28 b.11 GOB 11600.02 FC-2 3J-2 Containment Wall Details 7.29 Sh.1 7.30 Reactor Building - Prrr.ary 7.33 M11009 11600.02 FC-23K-1 Containment Wall Details 7.34 Sh-2 7.35 11600.02 FC-23T-2 Reactor Building - Prin ary 7.39 M10805-2 Containn ent Wall Details 7.40 Sh.-11 7.41 11600.02 FC-230-2 Reactor Building - Prin.ary 7.45 i M11395-2 ' " ~ ~
Containment Wall Details 7.46 Sh.-12 7.47 11600.02 FC-23AP-2 heactor building - Primary 7.51 M12500 I Containment Wall Details 7.52 I
d* Sh.-16 7.53 11600.02 FC-2 3AQ-2 Reactor building - Primary 7.57 M12501 Containment Wall Details 7.58 S h . - 17 7.59 M10166 '11600.02 FV-1A-9 Reactor Containment Liner 8.4 Elevation 8.5 M10168 116u0.0a EV-1C-5 heactor Containment Liner 8.9 l Dry Well Levelopment 6.10 11600.02 SK-333-1 Structural Acceptance Test 8.14 Measurement Azimuths 8.15 11600.02 SK-333-2 Structural Acceptance Test 8.19 Primary Containment 8.20 Measurenent Elevations 8.21 11b00.02 SK-333-3 Rebar Strain Gage and 8.25 Wiring Schematic 8.26 i
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1-9 LILCO No. Stone & Webster No. Title 11600.02 SK-333-4 Lquipment flatch Measurement 8.30 Points 8.31
, 11600.02 SK-333-5 Strain Gage Locations - 8.35 i
Primary Containment 8.36 11600.02 SK-333-6 Dry Well Floor Test Deflec- 8.40 i
tion Measurement Locations 8.41 and such other drawings as may herearter be furnished or 8.45 approven by .the Lead Structural Engineer to explain the work 8.46 in greater detail.
The Engineers' drawings,,in general, are to scale, 8.49 but figured dimensions shall always be followed and drawings 8.50 shall not be scaled. In case of error or alscrepancies, the 8.51 Lead Structural Engineer shall be consulted for the ad3ustment of all complications arising therefrom, and their 8.52 decision shall be final.
The En9 i neers shall furnish the Contractor, free of 8.54
- charge, prints of all drawings and specirications reasonably 8.55 necessary ror the execution of his work. All such drawings, 8.57
! specifications, and prints thereof are the property ot the Engineers. They shall not be used on other work, and shall 8.58 be returneo to the Engineers at the completion of'the work.
. APPLICABLE DOCUMENTS 9.3 Various . codes (and addenda thereto) , standards, or 9.6 4 other cocuments that are mentioned by short-torm name 9.7 elsewnere in this specification are fully identified below.
It is intended that the revisions in errect on the cate this 9.9 specitication is issued ror bids shall apply. It is 9.10 recognized that a later version of some of the listea oocuments may become manoatory under regulations that have 9.11 jurisdiction. If this develops, the newer version of each 9.12 document that changes will be specifically identiried by means of an addendum to this specification; it the changec 9.13 requirements in the newer occument have a demonstrable 9.14
' ef fect on the cost to the Contractor or doing the work, an aojustment will be made in the purchase order prices.
9.15 II there is, or seems to be, a conflict between 9.17 this specification and a referenced do cun.ent , the matter 9.18
- shall be referred to the Engineers, who will clarity the 4
matter in writing.
- The various documents mentioned herein are as 9.20 follows:
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, - - - - , , ---,.,----n . - - . . - - . e------ - , - . . .
1-10 Issue Date Complete Identification 9.24 Short Name American National Standards 9.26 ANSI N45.2.2
- 9.27 Institute Regulatory
- U. S. Atomic Emergy Commission 9.30 Guide 1.38 Regulatory Guide, Rev. 2 9.31 10CFR50
- Quality Assurance Criteria 9.34 ,
for Nuclear Power Plants 9.35 l
Regulatory
- U.S. Atomic Energy Commission 9.38 Guide 1.18 Regulatory Guide, Rev. 1 9.39
- The issue (including addenda) in effect on the cate of 9.41 9.42 Invitation to Bid.
RESPONSIBILITY 9.47 i
4 The Contractor shall be completely responsible that 9.50 his work under this specification is or high guality in 9.51 every respect, with first-class workmanship tnroughout, and or 9.52 entirely suitable for the purpose outlined herein inferred th eref rom. Therefore, if any 9.54 reasonably -
requirement of this specification is deemed byr the 9.55 ,
Contzactor to be incorrect, unsuitable, contradictory, or such that conrormance therewith would diminish or adversely responsibility, the 9.56 affect in any way the Contractor's i
Contractor shall specifically delineate his objections and 9.57 .
the reasons therefor, so that they may be resolved. ,
TECHNICAL REQUIREMENTS 10.2 Primary Containment and Dry Well Floor Pressurization 10.5 10.7 General The primary containment structure shall be tested 10.9 for structural integrity by subjecting it to an air pressure 10.10 test having a maximum pressure level of 55.2 psig, which is li 1.15 times the anternal design pressure. The test cycle 10.13 shall consist of pressurization trom atmospheric to 55.2 psig and depressurization back to atmospheric. The 10.14 -
levels or the pressurization cycle shall be atmospheric, 12.0 psig, 27.6 psig, 41.4 psig, and 55.2 psig. The 10.16 containment shall be depressurized in similar cycles. fach- 10.17 the entire cycle, i.e., 0 psig, 12.0 psig, level of 27.6 psig, 41.4 psig, 55.2 psig, 41.4 psig, 27.6 psig, 12.0 psig, and 0 psig shall be maintained for at least 1 hr 10.18 before the deflections and strains are recorded and as long thereatter as required for the Contractor to make his 10.19 measurements and observations. The pressure in the dry well 10.20 t
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i 1-11 and suppression chambers shall be equalled during the test.
The accuracy for all pressure readings shall be +.5 psig and 10.21
.0 psig.
A diffe'rential pressure test of the dry well floor, 10.23 which is located between the dry well and suppression chambers, shall be conducted after the primary containment 10.24 floor 10.25 pressure test. The dif ferential pressure across the well 10.2b The test cycle levels or dry shall be 35 psi. 27.0, and pressurization shall be atmospheric, 9.0, 18.0, 35.0 psig rollowed by depressurization to 27.0, 18.0, 9 .0be, 10.27 and back to atmospheric conditions. The pressure shall 10.28 naintained at atmospheric as lona as is required for the 10.29 Contractor to make his n.easurements and observations.
10.30 During the dry well floor test, strain and displacement containment at 10.31 measuren:ents shall be made on the primary each previously tested location.
Ambient Conditions 10.34 For the seven days preceding test commencement, the 10.36 daily weather conditions and temperature inside and outside 10.37 the primary containment (high, low, and hourly average) shall be recorded on a log sheet.
During the test, the daily weather conditions and 10.40 the average ambient conditions to include pressure a:.d wet and dry bulb temperature inside the primary and secondary 10.41 containment shall be monitored and recorded hourly on a log 10.42 sheet. The specific times when air compressors are started 10.43 or stopped .shall also be recorded on the log as well as the 10.44 specific times for other significant events such as an unexpected pressure drop or unusual cracking response. 10.45 Containment Internal Tenperature 16.48 The temperature within the primary containment 10.50 throughout the Structural Acceptance Test shall be 10.51 naintained at a minimum of 60 F.
Pressure Drop 10.55 If the test pressure drops unexpectedly to or $elow 10.57 the next lower pressure level during the test, the 10.58 containment shall be depressurized to atnospheric, the cause of the pressure drop located and corrected, and the entire 11.1 test rerun. Any measurements or data obtained up to such a 11.2 pressure drop shall be retained for comparative purposes with that obtained during a test rerun. 11.3 l
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1-12 11.6 Test Procedure The Structural hcceptance Test may proceed only 11.8 technical and nontechnical 11.9 atter all prerequisite The following sequence 11.11 requirements have been accomplished. to be of events constitutes the general test procedure 11.12 implemented by the Senior Construction Representative:
- 1. Alert the Engineers, Contractor, and Owner and 11.14 ;
written concurrence for test 11.15 l obtain their commencement.
Clear test area of all people other than those 11.17 2 11.18 necessary for the test.
- 3. Obtain and record primary containment ano 11.20 secondary containment ambient conditions then 11.21 and hourly thereaf ter.
- 4. Commence pressure increase. 11.23
- a. Raise pressure to 12.0 psig (during this 11.25 pressure increase, check dry well 11.2d .
interior for airtightness and oil leakage 11.27 (
into air lines at filter's) .
- b. Perform detailed examination for unusual 11.29 cracking responses as required for 11.30 safety. ,
I
- c. Atter holaing that level constant for at 11.32 least 1 hr, the Contractor shall obtain 11.33 strain and displacement measurements anc 11.34 record and nap crack patterns in painted areas.
- d. Obtain Contractor's written concurrence 11.36 that he has completed the required 11.37 measuren ents and observations and has obtainea the written approval of the 11.38 Stone & Webster Structural Engineer to continue to the next pressure level. 11.39
- e. kaise pressure to 27.6.psig; repeat b, c, 11.42 and d.
- f. Paise pressure to 41.4 psig; repeat b, c, 11.44 and d. 11.45
- g. Raise pressure to 55.2 psig; repeat b, c, 11.48 i and d. l
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- 5. Commence pressure decrease. 11.50
! a. Decrease to 41.4 11.52
- b. After holding that level constant for at 11.54 least 1 hr, the Contractor shall obtain 11.55 strain and displacement measurements.
, c. Obtain Contractor's written concurrence 11.57 that he has completed the required 11.56 neasurements and has obtained the written approval of. the Stone b Webster 11.59 Structural Engineer to continue to the 12.1 next pressure level.
- d. Decrease to 27.6 psig; repeat b and c. 12.3
- e. Decrease to 12.0 psig; repeat b and c. 12.5
- f. Decrease to atmospheric; repeat b. 12.7
. ., 6. Corcmence with Dry Well Floor Test. 11.11
.e
- a. Cap downcomers and ny other openings it 12.13 not already done. Check dry well seal 12.14 pressure (60 psig) .
- b. Repeat steps 1 - 3 above. 12.17
- c. Increase pressure to 9.0 psig in the dry 12.20 well.
- d. Check for and repair any significant air 12.22 leaks. 12.23
. e. After holcing that level constant for at 12.25 least 1 hr, Contractor shall do the 12.26 following:
- 1. Obtain strain and displacement 12.28 measurements of the primary containment wall 12.29-
- 2. Inspect underside of dry well floor 12.31 tor cracks. Measure and nmp cracks 12.32 in the painted areas adjacent to the platforms.
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=. 3. Obtain displacement measurements of 12.34 j the dry well floor. 12.35 k-11600.02-449c' 09/27/78 092 ;
1-14 I
I
- f. Obtain Contractor's written concurrence 12.37 that he has completed the required 12.38 measurements and observations and has obtained the written approval of the 12.39 Stone & Webster Structural Engineer to continue to the next level.
- a. Raise pressure to 18.0 psig and hold for 12.42 1 hr.
- h. Repeat Steps E-F. 12.44
- 1. Raise pressure to "e7.0 psig and hold ior 12.46 1 hr. 12.47 12.49 1 Repeat Steps E-F.
- k. Raise pressure to 35.0 psig and hold ror 12.51 1 hr. 12.52
- 1. Repeat Steps E-F. 12.54
- m. Decrease pressure to 27.0 psig and hold 12.56 12.57
_for 1 hr. ,
- n. Repeat Steps E-F. 12.59
- o. Decrease pressure to 16.0 psig and hold 13.2 for 1 nr. 13.3 e i
Repeat Steps E-F. 13.5 E.
- u. Decrease pressure to 9.0 psig and hold 13.7 for 1 hr. 13.8
- r. Repeat E-F. 13.10
- s. Decrease pressuxe to atmospheric. 13.12
- t. Repeat E. 13.14
- 7. Test Completed 13.16 Test bata and Recorts 13.19 i
The Contractor shall furnish copies or all test 13.21 data to the Lead Structural Engineer within one week of test 13.22 corcpletion. A draft of his final report will be submitted 13.24 to the Lead Structural Engineer for approval of arrangement, lj format, and completeress before printing--in fina1 form. 13.25 '
Eithin 30 aays of the completion of the test, the Seller 13.26 will f urnish the Lead Structural Er.gineer 100 copies of th'e 13.27 l 1
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1-15 final report of the Structural Acceptance Test, tully 13.28 cocumenting: The procedures for recording structural 13.29 response; description of gages, instrumention, and monitoring equipment; final drawings showing locations of 13.30 gages and instrumentation; and test results (da ta , sketches, 13.31 photographs, etc.) .
Measurement Requirements 13.45 General .
13.47 Strain and displacement measurements shall be 13.49 recorced at each level of the entire test cycle; 1.e., 13.50 during pressurization and depressurization, including atmospheric, after each level has been maintained for at 13.52 least 1 hr . The Contra ctor shall furnish corrected 13.53 displacement and strain measurements to the Stone & Webster Structural Engineer onsite at each pressure. level during the 13.54 test, before the test proceeds to the next level in the 13.55 cycle. The Contractor shall furnish suf ficient manpower to 13.56 ensure completion of data acquisition and reduction durinc each hold perioc within a 90 min period. 13.57 Displacenent Measurements 14.1 Radial, tangential, and vertical measurements shall 14.3 j be reasurec by DCDT's placed at the locations and elevations 14.4 14.6 shown in Sketches 333-1 and 333-2. There are a total of 14 vertical and 36 radial locations in the primary containment wall, 14 tangential and 14 radial locations at 14.7 the equipment hatch shown in sketch 333-4, and 13 vertical iocations in the dry well floor shown in Sketch 331-6. The 14.9 measurement locations shown in Sketch 333-6 were chosen to utilize the platf orm supports at El . 7 6 f t-4 in. ror hanging 14.10 the DCDT's. The accuracy of the locations shall be 2.5 ft. 14.11 Therefore, as-built drawings showino final locations should 14.12 be included with the rinal report.
Strair ficasurements 14.15 i Reinforcing 14.17 l It is required to measure strains on the 14.19 containment reinforcino at 92 locations _ _shown on Sketch ~33-5. The strain gages have already been instaffed 14.21 s wn on Sketch 333-3 and the electrical leads have been terminated in steel boxes mounted in the face of the 14.22 containment . The locations of the strain gages are shown on 14.23 Table 3 and Sketch 333-5. The locations of the lead boxes 14.24 are shown on Table 7.
i k-11600.02-449c 09/27/78 092
1-16 The Contractor shall be required to provide all the 14.26 necessary wiring and instrumentation to connect to, measure, 14.27 and interpret the embedded gages.
Liner 14.30 i
14.32 k lt is also required that the Contractor supply anc install strain gages and measure the strains in the 14.33 containment liner plate at the nine locations listed in Table 6. The exact location of these gages shall be 14.35 selected by the Contractor after a site visit ar.d approved by the Eoston Uttice Structural Engineer. The approxin. ate 14.37 locations are shown on Sketch 333-2.
Roundness Surveys 14.38/2 Prior, _to the commencement of and at the conclusion 14.38/4 l of the Structural Acceptance Test, roundness surveys shall 14.38/5 be conducted by the Senior Construction hepresentative.
These surveys shall determine, by dimension, the actual 14.38/6 radial and ve rtical profile with respect to theoretical 14.38/8 (using pern.anent bench marks) . Accuracy of the survey shall 14.38/9 be 2 1/8 in.
Crack Survey 14.39/2 1
Prior to the commencement of the test, the Senior 14.39/4 - I Construction kepresentative shall pertorm a visual 14.39/5 inspection of the exterior surf ace of the containment wall. .
Observed crack patterns in excess of 0.01 in. in width shall 14.39/7
.. be recorded. Crack patterns shall also be recorded at 14.39/8 atmosphelic pressure immediately after the test and at the 14.39/9 maximum pressure level achieved during the test.
Crack Observations in Painted Areas 14.39/12 The Contractor shall measure, n.ap , sketch, and 14.39/14 photograph crack patterns on the exterior surface of the 14.39/15 con tainment exterior wall and the underside of the dry well floor slab in the areas specirled. The exact location 'o r 14.39/18 the areas shall be selected by the Contractor after a site visit and approved by the Loston office Structural Engineer. 14.39/19 The specified areas are: 14.39/20
- 1. One 7 ft-0 in. by 7 ft-0 in. square area at the 14.39/22 junction of the containment wall and the 14.39/23 containment mat starting approximately at 14.39/24 ;
El. 8 ft-0 in. l l
- 2. One 7 ft-U in. by 14 ft-O in. wide area starting 14.39/26 at El. 53 ft-0 in. 14.39/27 ,
k-11600.02-449c t9/27/76 092 i
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- 3. One 7 ft-0 in. by 7 ft-0 in. square area starting 14.39/29 at El. 91 ft-0 in. 14.39/30 4 One 7 ft-O in by 7 ft-0 in square area starting at 14.39/32 El. 13 8 r t-0 in. 14.39/33 i 5. One quadrant or the equipment hatch extending 14.39/35 approximately 20 ft-0 in. vertically and 14.39/36 horizontally from the hatch centerline.
- 6. Two 7 ft-0 in. by 7 ft-0 in. square areas on the 14.39/38 underside of the dry well floor slab acjacent to 14.39/39 the suppression pool platform. - .
The above areas will be painted white and marked with black 14.39/41 grid lines, 1ft apart horizontally and ve rtically, to 14.39/42 facilitate crack pattern tracing and sketching, and 14.39/43 illuminated to the entent required by the Contr actor to 14.39/44' detect cracking.
Cragk patterns shall be measured, traced in ink on 14.39/46 the wall adjacent to each crack, and sketched, prior to the 14.39/47 test, during each level of the pressurization portion of the I test cycle, and at the conclusion of the test. Widths of 14.39/49 ,
cracks existing prior to the test shall be noted on the t sketch. Widths of cracks opening up during pressurization 14.39/50 shall be noted on the sketch if they exceed 0.01 in. Widths 14.39/51 of cracks existing af ter the test shall be noted on the sketch.
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At least cne black and white photograph shall be 14.39/53 taken of each pointed area after the conclusion of the
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14.35/54 structural acceptance test. Care shall be taken to assure 14.39/55 f
crack pattern tracings are dark enough to show clearly in the photographs.
S_tandard wire type feeler gages, _r. o optical 14.39/57 coaparators, may be used for _ crack measurements. Ehen 14.39/56 measured with reeler gages, crack widths shall-~be measured at the surrace of the concrete working up from smaller wire 14.39/59 sizes until a snug fit is obtained. Care shall be taken not 14.39/60 to chip portions of the concrete at the edge of a crack 14.39/b1 since this may result in measuring a larger wicth than actually present. 1he spectric point where a crack width 14.39/b2 measurement was taken with a feeler ga9e shall be marked in ink and shall not ce used again for subsequent measurements. 1a.39/63 e
k-11600.02-449c 09/27/78 092
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NONTECHNICAL REQUIREMENTS 15.20 General 15.23 The Senior Cor.struction Representative is 15.25 responsible for the control of personnel to all test areas 15.26 l
i and the implementing of all nontechnical requirement s.
Sarety 15.30 Personnel not performing test-related functions 15.32 should be prohibited from areas adjacent to the exterior 15.33 15.35 tace of the containment wall. All test personnel should avoid unnecessary exposure to the exterior race of the dry well wall. This also applies to the underside or the dry 15.36 well floor. I Lntry and exit or test personnel from the 15.38 pressurized containnent through the Eersonnel airlock shall 15.3s i be kept to an abcolute minimum and in conformance with all applicable local, state, and federal rules and regulations. 15.40 15.41 No one shall be allowed inside the pressurized containment ,
at pressures above 12 psig.
- All exposed surfaces of the containment exterior 15.43 wall which are accessible from intermediate levels of 15.44 ad]acent structures or from ground grade shall be continuously illuminated. These surtaces shall be randomly 15.46 i
monitored tor cracking response during pressure increases..
Cracking responce ir. excess of that predicted shall Ld 15.47 ,
consicered to be unusual and brought to the attention of the. 15.46 Stone b kebster Structural Engineer immediately when aetected.
Test Preparation 15.51 J
In orcer to minimize the possibility of test 15.Sa !
inter ruptior. , the tollowing additional work shall be 15.54 completec prior to the Structural Acceptance Test :
- 1. ;.11 mechanical and electrical penetra tions 15.56
, shoulc be installed in the same condition as 15.59 they will be during plant operation. Unused {
penetrations shall be capped. Isolation 16.2 .
valves may be closed for the test.
- 2. !!anometers, barometers, thermometers, and any 16.4 o ther instrumentation ~used during the 16.5 Structural Acceptance Test slialffie~6aTibrated Y and chicked ~for g roper
~
operation " yith'in 16.b d
'~16~ days prior to thi" start or the test and as ~
16.7 specified in Test Equipment Accuracy 7~~
k-11600.b2-449c 09/27/78 092 ;
1 e 1-19 2 A thorough investigation shall be made to 16.9
- assure that all temporary and permanent instrumentation and equipment which might be 16,.10 damaged by the test is removed trom the dry 10.11 well, vented, or otherwise protected.
- 4. Close, seal, and test the personnel a r.d 16.'3 1 equipment hatches. 16.14
- 5. Inspect all rattle spaces between the 16.16 containments and a'djacent structures to assure 16.17 they are free of any foreign material which 16.18 could transn.it load from the containment wall 16.19 as it moves radially outward. Polystyrene foam board forms and Ethafoam compressible materials may be left in place.
- 6. Closure angles over rattle spaces which are 16.21 bolted to the cortainment wall shall have clearance to permit a minimum of 1 in. wall 16.22 .
movement, radially outward. It adjacer.t 16.23 structural steel or concrete would impede such wall n.ovement, the closure angle shall be cut 16.24 back, on the horizontal leg, a sufficient amount to obtain this clearance.
Protection or Work .,
16.27 The Contractor shall assume full responsibility for 16.29 the protection of his work during installation ot his 16.30 testing equipment and tor the duration of the test. He 16.32 shall provide a means of protecting embedded gages and exposed wiring for thes'e gages between the period of their 16.33 installation ar.d conmencement of the test.
The Construction Forces will be responsible Ior 16.35 1 protecting embedded gages wad exposed wiring f or these gages l between the period of t... Contractor's installation and 16.36 l commencement or the test. l Cleanina 16.39 The Contractor shall clean up his work as necessary 16.41 during installation. When his work is finished, he shall 16.42 remove from the site and structures all materials, equipment, and waste materials for which, in the opinion of 16.44 the Engineers, the Contractor is responsible. He shall not 16.45 be responsible for removal of dispensable gages and equipment, nor for refinishing and coating test surfaces. 16.46 k-11600.02-449c 09/27/~/8 092
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PREPAKATION FOR SHIPT 1ENT 16.50 All equipment and materials shall be suitably 16.53 crated, boxed, or otherwise prepared for shipment to prevent 16.54 damage and corrosior during handling and shipping. Each box 16.S6 or crate shall contain a detailed packing list. All 16.57 openings shall be properly protected to prevent the entrance 16.58 of dirt or debris. All parts which of necessity due to physical size or arrangement may be exposed to the weather 16.59 shall be adequately protected by suitable weatherproofing.
It shall be the responsibility of the Contractor to take any 17.1 17.2 other precautions required to reasonably ensure jobsite arrival of the equipment in an undamaged and satisfactory working condition. ,
17.3 Packaging, handling, and storage prior to shipping 17.5 ano subsequent shipping to the construction site shall be in 17.o accordance with Regulatory Guide 1.38 and ANSI N45.2.2. ,,
This equipaent/ material is classified level B as defined in 17.7 ANSI N45.2.2, Section 2.7. The Seller shall submit to the 17.8 Engineers f or approval his procedure (s) for meeting the requirements or this standard. 17.9 i
PROVISION FOR STORAGE 17.13 ,
It is expected that the equipment covered by this 17.16 specitication will be stored at the jobsite for several 17 .17 months as follows:
In a heated buildinc: 17.19 (
t Strain Gages and Cable 17.22 i
, As part of his proposal, the bidder shall state 17.26 i whether storage as outlined above will be satisractory and 17.27 give any special requirements that should be followec in order to maintain the equipaent in the as-shipped conditior.. 17.28 In addition, the special storage requirements shall be 17.29 torwarced to the Jobsite with each shipment to which they 17.30 i
are applicable.
i SCHEDULE 17 .34 A schedule showing the key dates pertaining to this 17.37 specification is included with the bid documents. This 17.40
) shows the starting and completion dates that must be met in accordance with the present project requirements. This 17.42 schedule, or a revisior. of it as agreed upon by the bioder and the Engineers before the contract is placed and included 17.43 t with the contract, shall be bincing upon the ContraEtor. '[
1 k-11660.02-449c 09/27/78 092 .
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, i 1-21 The Contractor shall plan his work and start his 17.45 work torce with sutiicient supervision, labor, ano equipment 17.46 to complete the job in accordance with the agreed-upon schedule included with the contract documents. 17.47 The Contractor shall be alert to the presence and 17.49 requirements of other contractors and equipment on the job 17.50 and shall cooperate with the other contractors as required for the most expeditious and economical completion of the 17 .51 project as a whole.
QUALITY ASSURANCE 17 .55 Each bidder shall submit with his oriainal proposal 17.S8 asummary of his Quality Assurance Program in sufficient 17.59 detail to allow an evaluation of the quality control and quality assurance geasures to be imposed by him on his own 18.2 service anc that of his subcontractors. The Program shall 16.3 be in compliance with the applicable requirements or 10CFR50 - Appendix b, and Section III of the AshE boiler and 18.4 Pressure vessel Code.
1 i The successful bidder shall submit to the Encineers 18.6
' in advance, or lake available at his plant, his_ 6uality 18.7
! Assurance Program Manual for use in the audit of the program Dy the EngineerSe representatives during the course of the 18.8 performance or the work specified.- If a blader has 18.9 4
previously submitted his Quality Assurance Program to the 18.10 Engineers, his proposal shall contain a separate signeu document which indicates when his QA Program was submitted 18.11 ano a statement tht the program is still being followed as 18.12
)
i sunmitted.
Authorized representatives of the P 18.14 Regulatory Agency, and Lngineers shall be allowed a,urchaser, ccess to 18.15 the engineering offices, shops, and working areas of the Contractor and his subcontractors at all reasonable times 18.16 for the purpose of auditing the Quality Assurance Program of 18.17 tne Contractor and his Such audits will 18.19 incluce exan.ination of~ subcontractors.
documentary evidence of activities i affecting quality and will be carried out on a ' planned, 18.20 periodic basis during the course of the work to verify compliance with all aspects of the Program and to determine 16 .21' the effectiveness thereor.
The Contractor shall specifically ensure that a 18.23 copy or tnis specitication with all addenda thereto, and of 18.24 all other contract documents, are readily available at each of his fabricating or production locations where work 18.25 covered by this specification is in process.
i k-11b00.02-449c 09/27/78 092
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1-22 TEST EQUIPMENT ACCURACY 18.29 r,
Y -
To assure accuracy of all measuring and test 18.32 equipment 6 sed during the test, inspection, measuring, and
~
18.33 te st- equipment shall be controlled,'calibra.t.ed, adjustec, 18.35 anc maintained at prescribed intervals .and. prior to use. 18.36 This shall be done against certitied equipment having known, 18.37 valid relationships to nationally recognized standarus. If 18.39
'no national standards ~ exist, the basis for' calibration shall,,
be cocumented.
The method and interval of calibration for each 18.41 based on the type or 18.42 Item shall be delined and shall be 16 .4 3 equipment, stability characteristics, required accuracy, ar.d Special 18.44 other conditions atfecting measurement control.
1 calibration shall be performed when accuracy of the equipment is suspect. When inspection, measuring, and test 18.46 1 18.47 equipment are found to be out of calibration, an evaluation shall be made and documented of the validity of previous 18.48 inspection or test results and or the acceptability of items 18.50 previously tested or inspected. If any inspection ,
neasuring, or test equipment is consistently found to be out 18.51 of calibration, it shall be repairea or replaced. l t
Records shall be maintained and equipment 18.53 suitability marked to indicate calibration status. 18.54 [
This calibration program shall be included as part 18.56 of the Quality Assurance Program sutnitted with the original 16.57 ,
proposal.
TESTS ,_
', 19.2 ,
, I The Tests to be perrormed'by the Contractor are 19.5 i specified under TECENICAL htQUIREMENTS. v 19.6 e ,
INSPECTION 19.11 Field 19.14 .
rield 19.16 t As used herein, the term " Engineers' inspector" means the Field Quality Control (FQC) sngineer at the Jobsite and the FQC inspectors assigned to his statf. 19.18
' The Engineers' or Purchaser's field inspector shall 19.20 i have the right, at all reasonable times, to inspect the 19.21 Contractor's or subcontractor's work, material, equipment, or inspection procedures as applicable to the work covered 19.22 by this specirication to confirm that the requirements of 19.23 this specification.are being complied with; the Contractor 19.24- y"
! or subcontractor shall provide all tools, instruments, -
L.:
k-11600.02-449c 09/27/78 092 1
m._.mv g_ , _ __
_____.%_. -y_,- 3m_7__m -
-._____,--i-e-t ='=-'r---'- --
7w t t V '"r'-*T7F -+? fff=*"e
- F- 'w- F ?'
, e 1-23 scattolding, etc., necessary to facilitate these 19.25 inspections.
The Contractor shall cooperate witn the Engineers ' 19.27 ,
field inspector in establishing when the various inspections 19.28 or tests will be performed during the progress of the work.
The Engineers' tield inspector shall designate which of 19.29 19.30 these he is required to witness or participate in, and the furnish an agreed-upon amount or Contractor shall 19.31 notirication Erlor to the start o'f eacn.
The Engineers' field inspector shall: 19.33
- 1. Discuss with the Contractor whenever he (the 19.35 inspector) notices anything that may leaa to 19 .36 rejection of the work.
- 2. At the appropriate time, witness or conduct the 19.38 various inspections, tests, verifications, etc. , as 19.39 indicated on the enclosed " Field T.1.D. Report" forms, and indicate that each is in conformance 19.40 19.41 with the requirements of this specification by i
signing and dating in the spaces provided thereror.
It is not intended that the presence or-activity oi 19.43 the Engineers' fielo inspector shall relleve the Contractor 19.44 2 in any way whatsoever of his obligation to maintain an adequate test , inspection, and documentation program of his own, or of any other obligation under this specification. 19.45 19.46 Furthermore, the fact that the Engineers ' fielo inspector may inadvertently overlook a deviation from some requirement 19.47 of this specification shall not constitute a waiver of that 19.46 requirement, or or the Contractor's obligation to correct the condition when it is discovered, or of any other obligation under this specification. 19.49 By a cting through established channels, the 19.51 Engineers' tield inspector has the authority and 19.52 responsibility to stop a ny portion of the work which, if continued, woulc gake compliance with some requirement of 19.53 this specification dif ficult or impossible.
The inspections to be performed by the Engineers' 19.55 i field inspectors are as follows: 19.56
- 1. Certirication of Calibration 19.59 Verity that calibration or all instruments 20.2 measuring strain, derlection, and crack width has 20.3
- been done within 30 days prior to the start of the test and as specified in Test Equipment Accuracy.
k-11600.02-449c 09/27/78 092
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1-24 ,
Test Preparation ., 20.7
_2.
yerify that all steps are followed for preparation 20.9 .
of the Test as described under 'IEST PFt.PARAT10N. " 20.10
- 3. Audit of Records and Docunhudatio_n . 20.14 - ,
Perfor:t an in-test and finaldocumentation, audit of all'5elitir's c>tc.,
20.16 20.17 and Construction *s records, [
Ior the Test. ; 31
- 4. Instrumentation Location Drawing .
_20;21 Yerify that all drawings -for instrumenta tion 20.23 ,
locations have been approved p,rior't6. installation. 20.24 s
.ss . s ' .t * .
r Installation of Strain Gaqqs c ' 2 0 . 2 b' s i 5_ .
~.s Witness that each strain gagd'has men installed a[ 20.31 '
shown on the Engineers' draGings. ,
DOCUMc,NTATION. 20.36
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Documentation by Contractor 20.39_ .
The basic documentation required of the Contr' actor 20.41 [,
,I
..is as follows: ,
, ,m ,
Distribution and No. of Copies a 20.46 r
Title . EPE- -EFI .s 20.47 ,
Certification of
' ' ^ '
20.49" I
Calibration -
- 6 20.50 i
Quality Assurance Program 4- 20'.53 Special Storage Requiretcents' 20.56 (it applicable) , 6 20.57 Procedure for Packaging, 21.1 f 8
ifandling, and Stot; age of 2.1. 2 Equipment and haterials
~~
.4 , b 2.1. 3 Draf t of Fir.al Report 4 21.6 Final Report . 100 21.8 EFI - Engineers
- Field Inspector .21.10 EPE - Engineers' Project Engineer or designee 21.11 .
Shop inspection shall not be perforn.ed under this 21.14 'i specification. '
21.15 -)
l l
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1-25 Each document submitted by the Contractor shall be 21.17 clearly identified by the Purchaser's name, the station and unit, the purchase order number, the equipment description 21.18 and specific icentification, and the manufacturer's name and 21.19 address. ,
Documentation to be transmitted with a shipment 21.21 shall be adequately packaged, protected, and secured so as 21.22 to ensure that it will arrive with the shipment in an undamaged condition.
Documentation by the Engineers' Inspector 21.25 The Field T.I.D. Form included with this 21.27 specirication, when signed and cated, cor. prises the specitic 21.28 documentation required of the Engineers' field inspector and listed elsewhere in this specification. The 7.1.D. Form 21.30 shall be signed and dated at the appropriate time by the Engineers ' field inspector, as each item listed thereon is 21.31 verified, witnessed, or performed; it shall then be submitted to the Engineers and to the Purchaser. .
This T.I .D . Form is not meant to limit the 21.33 additional tests, inspections, or documentation required by ,
the specified codes or normally provided by the Seller. 21.34 The signature of the Engineers' field inspector for 21.36 each item on the T.l.D. Form shall be his certification 21.37 that,~ to the extent or his responsibility as delineated in 21.36 the specification, lhe item signed for is in conformance 21.39 with the requirements of the specification. 21.40 l
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DATA AND DRAWINGS BY COMTRACTOh 21.44 4
Furnished by the Contractor 21.49 A.fter the order is placed, the Contractor shall 21.51 .
submit all drawings in accordance with the agreed-upon 21.52 ,
schedule.
The equipment shall cont rm the details and 21.55 materials ihown on.these drawings and no,,toexceptions shall be 21.57 made without written permission of the Engineers.
Each drawing shall incluce the following identiri- 21.59 cation: 22.1
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. ~ . , . .
- e 1
1-26 i PURCHASE ORDER NO. 22.S SPECIFICATION NO. SH1-333 22.6 STEUCTURAL ACCEPTANCE TEST 22.7 22.8 J.O.NO. 11600.02 2 2 . ')
SHOREHAH NUCLEAR POWEk STATION
- UN IT 1 LONG ISLAND LIGHTING CCftPMIY 22.10 BkOOKHhVEN TOWNSHIP, LONG .1SIAND, ,%W TORK 22.11 22,15 1he drawings submitted 'shall show: ,
- 1. Outline drawings showing the dimensiono and weight 22.)?
or each component of instrumentatAon, (ano mounting 22.18 22.20 devices ii turnished, in sufficJent cetail to permit the Engineers to design and/or purchase
~
appropriate supports or panels. 22.21 i,
I
- 2. Interconnecting uiring diagrans, tncludina specific 22.23 cables ano shielding requirements. 22.24
- 3. Wiring diagrams and cledtrical scherratic control 22.26 22.27 diagraws. .
I Details of special featuzes. 22.29 1
On initial schmittals of printe and re$ubmuttals of 22.31 correcteu prints, the Contractor shall subnit one reproducible and fiv& grirtp sf gil dec.wingp, as described 22.32 above, for the Purchaser's comments. four prints, folded 22.33 r
letter site with title bioch visible, shall be sent to tr.e Long Island Lighting Company, and one reproducible and one 22.34 i.
print each stall be sent to Stone & Webster Engineering Corpora tioti .
The Purchaser and Engineern wall recuire 2 2. 36 opproxinately 21 days, etter receipt of drawings, for '
12.37 One print will be returned approval . by the Enqtneers either approved or approved as revtsed. ppon receipt ot 22.38 approved as revised prints, the Contra <' tor shall have *.he drawings promptly corrected ano shall submit 'new prints and 22.39 reproducibie copies av describ;d above, Upon receipt ot 22 . t4 0 approved or approvec as revised prants, the Contractor chall commence rabr icat2.on in accordance with the schedule fattached to the purchese order) , unleAs otherwise notified 22.41 l 1
by the Engineers.
drawings muct be approved or apprcved as 22.43 l bli i revised before the equipment is released for production; however, arrangements f or procurement of necessary materials 22.44 and production scheculing shc11 not be oeferred pending approval of drawings. j k-11600.02-449c 09/27/78 092
(-
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1-27 The Engineer reserves the right to reproduce any 22.46 and all drawings and prints for construction and/or Client's 22.47 22.48
' purposes received trom the Contractor on this order, despite prohibiting the same from appearing on the 22.49 ony notice drawings or prints.
COMMUNICATIOhS 22.53 All correspondence trom the Contractor shall 22.56 consist or an original plus three copies and shall contain 22.57 22.59 the tollowing subject heading:
23.3 PLRC11ASL ORDER No. 23.4 SPECIFICATION NO. Sill-333 23.5 STRUCTURAL ACCEPTANCE TEST 23.6 (J .<0. NO. 11600.02) 23.7 LONG ISLAND LIG11TIEG COMPANY BEOOKHAVEN TOWNSilIP, LONG ISLAND, NEW YOhK 23.6 Contractual correspondence relative to or aftecting 23.11 deliveries, 23.12 pr. ices, terms, conditions , price adjustments, shipments, 23.13 return of materiais for credit, routing of anspoction, and expediting or that which changes the price 23.14 an order, even though diccussing engineering 23.15 or scope of matters, shall be addressed to:
H. P. Boylan 23.19 Purcheding Agent 23.20 Long Island Lighting Company 23.21 Shoreham Document Control Room 23.22 175 East Old Country Road 23.23 Ulck sville , Long Is1&nd , N.Y . 11801 23.24
- anc one copy each (except f or proposals and quotations) to: 23.27 Project Engineer - J .O. No. 11600.02 23.29 Attention: Lead Structural Engineer 23.30 Stone & Eetater Engineering Corporation 23.31 P. O. tox 2325 23.32
. Boston, Massact.usetts 02107 23.33 L. C. Lilly 23.37 Site M.anager 23.38 Stone 6 Webster Engineering Corporation 23.39 P.O. Box 604 23.40 Kading River, New York 11792 23.41 Technical correspondence and drawing transmittals 23.45 relative to or affecting the design arrangement or 23.46 performance of the equipment shall be addressed to: 23.47 ku11600.02-449c 09/27/78 092
o ,
1-28 >
Project Engineer - J.O. No. 11600.02 23.51 Attention: Lead Structural Engineer 23.52 '
Stone & Webste'r Engineering Corporation 23.53 P. O. Lox 2325 23.54 Boston, Massachusetts 02107 23.55 In addition, four copies of all correspondence 23.59 (except ror proposals and quotations) both contractual and 24.1 24.2 technical with enclosures shall be sent to:
l Project Engineer 24.b Long Island Lighting Company 24.7 24.8 l Shoreham Nuclear Power Station 24.9 P.O. Box L18 Wading River, N.Y. 11792 24.10 I
Stone & Webster telegram call numbers are: 24.13 TWX-710-321-6456 24.1b 710-321-1200 24.17 TELEX-94-0001 24.20 94-0977 24.21 i
TELECOPIEh-617-973-7374 24.23 SUBCONTRACTORS 24.27 Should the Contractor propose to purchase from 24.30 r another supplier any of the equip. ment, material,,or service 24.31 {
specified herein he shall, upon request in the enclosed data 24.33 sheets or otherwise , identify the subcontractor (s) for those ,
speciric components itemized by the Engineers. These 24.35 subcontractors (s) shall be sub3ect to approval by the Engineers.
To the extent that they apply, the Contractor shall 24.37 impose on each of his subcontractors (s) the complete 24.38 requirements or this specification. He shall be directly 24.39 y responsible that the subcontractors (s) are completely aware j of all of these requirements, and that they . abide thereby. 24.40 EXCEPTIONS 24.44 l
\
the bidder takes any exception to this 24.47 If specirication:
- 1. Each exception shall be itemized and explained. 24.50
- 2. All exceptions shall be in a portion of the 24.52 . , '
. proposal headed " Exceptions to the Specification." 24.53 8
k-11600.02-449c 09/27/76 092 l
. o 1-29 i
- 3. 'Ihis portion of the proposal shall contain only 24.55 exceptions and their explanation, not general 24.56
} comment, explanation of special features, possible 24.57 variatipns, etc.
. Np exception will be binding unless included in an 24.59 25.1
' addendum to this specification.
no exception to the 25.3
. 1r the bidder takes. 25.4 specitication, his proposal shall so state.
l k-11600.02-449c 09/27/78 092
1-30 142
'l k-11600.02-449h 03/21/78 i
STRUCTURAL ACCEPTANCE TEST t TABLE 1 R 'fI PREDICTED DISPLACEMENT MEASUREMENTS 10 PRIMARY CONTAINMENT WALL 11 ,
f 7 %
Predicted Displacements (In.) 14 Elevations lle Radial Vertical 16
.09 - 18 21.5 - 19 34 .26
.25 .15 20 b3.5
.28 - 21 J' 93 22 114 .24 -
l 149 .15 .41 23
- .57 24 Apex Displacement measurements shall be taken at each of 2L Note: I the elevations at azimuths (410, 1010, 161 V '2210, 27 26 l 2816, 3410 as shown on sketch SK-333-1. For the coni-cal portion, _the surf ace is considered inclined at 29 14.30 from vertical (vertical displacements are post- 30 tive upwards) . "i l PRf4 RY : NTAli a;0,- -
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\
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PACAL
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STRUCTURAL ACCEPTANCE TEST 6 TABLE 2 8 PREDICTED DISPLACEMENT MEASUREMENTS .
10 EQUIPMENT HATCH 12
~' % .. . .
Clockwise .
15 Point Location Radius (Ft) U (In .) W (In .) 16 1 12:00 5.0 0.0 0.218 18 2 12:00 8.75 0.0 0.210 19 3 12:00 12.5 0.0 0 .193 20 4 6:00 5.0 0.0 0.229 21 5 6:00 8.75 0.0 0.220 22 6 6:00 12.5 0 .0 0.216 23 7 3:00 5.0 0.022 0.238 24 8 3:00 8.75 0.011 0.243 25 9 3:00 12.5 0.008 0.243 26 10 9:00 5.0 0 .0 22 0.238 27 11 9:00 8.75 0.011 0.243 28 12 9:00 12.5 0.008 0.243 29 13 3:00 10.75 0.012 0.242 30 14 3:00 17.0 0.004 0.255 31 6
"U" is the tangential displacement (hoop direction) in 33 inches and is measured positive from the center of the 34
. opening in both directions 35 "W" is the radial displacement in inches an'd is measured - 37 positive outward normal to the surface 38 o
e f
/
k-11600.02-4491 03/24/78 10
1-32 n .o, f3
- STRUCTbRAL ACCEPTANCE TEST ,, 6 e v '-
TABLE 3 S PRIMARY CONTAINMENT REINFORCING 10 STRAIN ROSETTE LOCATION (See SK-333-5) 12 13 (NOTE: NUMBERS IN TABLE REFER TO GAGE DESIGNATION 14 NO. DWG CFSK-28AL-1)
L. ~_ *:. -
Circumferential Meridonal Snehr 17 Inner Outer Inner Outer 18 Elev. Ear Bar Bar ,Ea r Bar 19
- 6 21 Azimuth 2810 10;-6" 41 ,
22 115-0" #2, #3 45 I 11'-4" #4 23 h 17 * - 6 " *19 #24 #20, #21 #23 422 24 22*-7" #29 25 ,
238-0" #34 #30, #31 #33 432 26
- 56*-O" #43 #39 #69 #67 #41 27 58*-0" #61 #70 #60 #58 450 23 60s-6" #52 #48 #51 #49 559 2 '>
628-0" #57 #66 #42 s40
- 64 30 f
' 143'-5" B79 #75 #78 a76 377 31 1468-11" #88 #84 #86 #85 .: 2 1488-O" #87 -
33 Azimuth 2210 108-6" #7 #12 35 118-0" #8, #9 411 36 11*-4" ,
410 37 175-6" #26 #25 38 I
24'-0" #36 39
- 35 40 I 145-6"
- 56*-0" #74 s71 41 58*-0" #54 #62 42 60'-b" #63 #53 43
/ 62'-0" #45 #44 44 1438-5" #81 #80 45 s90 4 (. f 146*-11" I 1488-0" #89 ~ 47 Azimuth 580 t10*-6" #13 #18 4S 118-0" #14, #15 #17 50
,'11*-4" s16 51
, 178-6" #27 #26 52 23'-6" #38 53 t 248-0" #37 54
- 568-0" #47 #73 55
- 588-0" #56 .# 64 56 L60*-6" #65 #55 57 >-
628-0" #72 #46 56 1438-5" #83 882 54 1468-11" #92 60 1488-0" #91 61 k-11600.02 '449j , 03/21/78 142 ,
f -33 S fh0CTubsL ACCEP TANCd TES_.: 6 TAdLd 4 o N
iT.< ES.5 ES - Ps1Many CON'1 Alt 4i EN T .w .61N FORC itui - '10 Pet EG tCThD 11 Stre.sses sQ 14 st ari lona 1 C1tcumterenttai Shear Elevationis 15 Inner uuc. r inner .) uter Bar
_3ar_ _!g t,_ ,ys e:rus t y lu bar _Bar_ +.e 17 144 +7.1 +4.3 +b.9 +b.5
+5.5 +13.9 +13.9 +.4 19 60 +11.9
+4.n +4.d + 4, . $ +./ 21 21.S + 5 . 's 23 NOTES:
2
'5
- 1. Th :.3e st r r 3s-e s a r e :riea seired a t titre at st&d e l'eva tlutad 26 and d 4i;rtutlin 5 do , 2210, arid zd10 (Se e Taule 1 3ria Sk t:te h 313-5 :or Ga'p locations) 21 10 T_AoLc 5 O
.12 EQU,1PAENT :lATCll h Elf 4f'JHs*1Nd - Ph dOleI ED tiTI KsJe.d 35
- Stresses 3o G+1e Value (ksi) 1
/ 13
+14.1 1
2 +14.1
,Os ./ 3 's 40 3 + <3 . 1 g, , /
- Stresnes 14. ttH naop 4'6 ,. O 43 direction at t u-s n a r.r e l /c">
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- -4 HAMH-04//i/ /d 17 J x- 116 0 0. 0 2-44 %
l-3 4 .
o' STaCCMJHAL ACCEPTANCE TEST F
r TABLE 6 6 Y 10 PRIf1ARY CONTAINMENT LINER I STRAIN h0SETTE LOCATION 11 ; o t
Elevations 14
~
16 721:nuth s Sho 63.5 ~ 114 144 18 f ti3.5 114 144 20 221u 1 o3.5 114 144 22
. 281*
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k-11600.02-4491 03/15/78 142 t
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I-35 f 4.
SThUCPUhAL ACCLDTANL'? TEST TABLE 7 ti LOCATiuN OF STRAIN GAGb Tr.RMTYATION EOUf. 10 azimuttis GI evia t ions 13 i
Jo40-08 f0.00' 15 1.
2830-0* $9.0u' 16 2.
2790-30s 59.0u' 17 3.
2700-178 -
60.20' 1x 4.
- b. 2220-07' 55.t.08 19 2190-05' 56.60' 20 b.
550-1o' o0.00' 21
- 7. 2?
- 6. b20-13' 59.60' 500-41' 17.7u' 23
- 3. 20
- 10. Sno-41' 12.7 e
- 2180-51' 17.75' 15 11.
2180-51' 12.7u' 2u 12 .
24.52' 27
- 13. 2820-34' 2820-07' 14.77' 23 lu .
2800-10 8 12.70' 29
- 15.
- lo. 270-41' 144.78' 30 17 . 2770-13' 142.4u' 31 p
- 18. 2190-57' 142.87' 32 19 3410-O' 93.33' 33 ;
k-11000.02-449m 03/15/7H 14 2
~_
1-36 STitUCTURAL ACCEPTANCE TEST ti r-TABLE 8 8 1 DRYWELL FLOOR TEST MEASUREMEh'T I4 CATIONS 10 l
AZIMtTPMS 12 5
1600 44' 1730 31' 3278 51' 3408 41' 15 830 34' 22.5 17 24.0 22.0 27.5 19 RA311 27.5 27.5 33.0 33.0 21 33.0 ,
33.5 33.5 23 4
Accuracy of these locations along the radii is 1.S' 25 NOTE: ,
Two dellection measurements within 3' ot the contaitunent 27 center point sh.d1 be taken 1908 apart esquidiutatic 28 t roat the center 29 I
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- 6 k-11600.02-4490 03/15/7A 142
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~ II' CORRECT ME AS U R.E M G 5J 'T* Pc *
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- .<>a,g.,w 27.S 33.O' NOTE
- RADIUS DSTANCES SHALL BE i.0 2 EEFLECTION MEASUREMENTE WITHIN 3'OF THE CONT.',1NMENT CEN TERPQiNT . HALL BE TAKEN IFC APART EQUIDISTANT FROM THE CENTER
- '*" A" DRYWELL FLOOR TEST CORRcCf
. m ove. DEFLECTION MEASUREMENT DATE:3-2-7e omve LOCATIONS RCVitt045 -
SK-3T' 6 '
STONE & WEBSTER ENGINEERING CORPORATION T.I.D. REPORT FOR STRUCTURAL ACCEPTANCE TEST FIELD 1 OF 1 a moec ame foco son O REPORr NO O FiNat REeOsi swEEr CutNT JoNo Mann No IDNG ISLAND LIGHTING COMPANY 11600.02 paoascv onoan no eveu no SHOREHM4 NUCLEAR POWER STATION - UNIT 1 .
sattan on comraacton snor oncen no suesueeuta on suscomunacrom Saor no oEsCalPTioh sEttin on CoNinaCfons etNfwecariom nEFEnENCE onaWemGast s a w specwicare= maus .
specwication cars aootmoa twau no STRUCTURAL ACCEPTANCE TEST TEST. INSPECTION. AND
(
3; i
CERTIFIE0"' OEVIATION AUTHORI2ATION i
DOCUMENTATION RECORD f> f lI E
,3 8
DATE rYPE N W 8ER OR NAME DATE
' Certification of Calibration X 2 Test Preparation X 3
Audit of Records and Documentation i X
- Instumientation_ Location Drawings X - _
5 Installattion of Strain Games I X 6 l 7 1 e i s l 10 _
l it
! I i2 l 13 f l
- I i I i 15 I jij}
to 6 i ! i 17 t l is . .
19 '
20 i j j l l 21 i f l 22 e i
' I 23 f I l t j 24 l l 2s !_ ;
'FOR INSTRUCTIONS. SEE THis NUMBER IN THE INSPECilON SuestCTION aar S a W iNsPtCtOR iF FittaD iN x-VERIFIED - PERSONAL 00SERVAtlON OF DATA APPLICASLt TO THE WORK WITNESSED - PERSONAL OSSERVAfiON WHeLE THE MANUFACTURER PERFORMS THE TASK.
PERFORM (0 - PERSONAL PERFORMANCE OF THf TASK
'" AS IN CONFORMANCE WifM IME $PECIFICAftON OR WifH THE DEVtAflON AufMORl2ATION INDICATED R
E M
A R
K S
0f 78C0 atPOnfio of Oaft m isehto
- 6440
) 2-1 4
SECTION 2 8 i ,
APPENDICES 10 Tne following appendices are included as part of 13 ttus specification:
Conditions Material Delivered 15
- 1. Appendix A General 16 and E_rected 18
- f. Supplement No. 1 Safety Procedures for Contractors 19 and Subcontractors.
k 4
O k
l I
4 1
2 k-11600.02-449d 03/24/77 144 i
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2-2 1.9 SSWEC J.O.No. 11600.02 , . O LILCO W.O. 48922 Appendix A GENERAL CONDITIONS 1.13 1.15 MATERIAL DELIVERED AND ERECTED Boston, Massachusetts 1.18 Stone 6 Wecster Eng. Corp., Engrs. Revised March 1, 1974 1.19 ,
i CONTRACT DOCUMENTS 1.22 1.
The contract shall consist of the following contract 1.24 l documents:
- a. Written agreements between Contractor and Purchaser. 1.26
- b. General Conditions -
including Supplement No. 1 and 1.27 Supplement No. 2 where applicable. t
- c. Specifications. 1.28
- d. Drawings .* 1.29
- e. Contract Change Memoranda. 1.30 I.
I As annexed hereto, and in each case, as the same may be modified, *1.32 amended, or supplemented .as provided in the contract. .,u
- 2. 1.33 l DEFINITICES ,
Wherever the word "Purchasera or " Company" appears in 1.35 the contract documents, it shall mean the Long Island Lighting Company. Stone & Webster Engineering Corporation will act as 1.37 supervisors of the . work and direct and manage the work.
t Wherever the word " Engineers" or " Engineer" appears in 1.30 i the contract documents, it shall mean Stone & Webster Engineering 1.39 Corporation, a Massachusetts corporation, or its duly authorized agents restricted to the performance of the particular duties 1.40 entrusted to them.
Wherever the word " Contractor" appears in tne contract 1.41 documents, it shall mean all persons, firms, partnerships, or corporations entering into contracts with the Purchaser tor the 1.42 execution of the several portions of the work included in the 1.43 contract documents. Ine Contractor shall be considered a 1.44 principal contractor within the scope of its respective contract.
The term " Subcontractors " as employed herein includes 1.45 :
only those contractors deriving their authority to perform work i i
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y-11600.02-495 01/22/81 , 034 2-3 1.46 under the contract from the Contractor, after approval by the Purchaser. It includes contractors who furnish materials worked 1.47 to a special design according to the plans and specifications, but does not include contractors who merely furnish materials not 1.48 so worked.
" Notice" shall be deemed duly made if in writing and, in 1.49 the case of the Engineers, if given directly to the Engineers **1.50 General Suoerintendent of Construction, or mailed to Stone &
Corporation, P.O. box 2325, hosten, 1.51 Wenster Engineering Massachusetts 02107.
- 3. INSPECTION OF PLANS AND SITE 1.53 Contractor will be held to have carefully examined 1.55 The the drawings and specifications to be fully informed as to all existing conditions and limitations, including all laws, 1.56 ordinances, and regulations af fecting the Contract or the Mork, 1.57 and to have included all items implied or required therein to attain the completed conditions contemplated by the Contract. 1.58 2.1 Eailure to conform to this requirement shall not relieve the 7
Contractor of any of the obligations of the Contract.
The Engineers will not be responsible ior any oral 2.2 instructions, and no oral proposals or modifications will be considered. 2.3 Th'e Contractor will be held to have satisfied itself as 2.4 to existing construction, working space, storage space, ' access 2.5 facilities, and all other conditions pertaining to the site relative to the conduct of its operations, by inspection of the 2.6 site, and no claim for additional compensation will be allowed whicn is based upon lack of knowledge of such conditions. 2.7 ENGINEERS' DRAWINGS 2.9 1
The Engineers' drawings in general are to scale, but 2.11 figured dimensions shall always be followed, and drawings shall not be scaled. In case of error or discrepancies, the Engineers 2.13 1 shall be consulted for the adjustment of all complications arising therefrom, and their decision shall be final. 2.14 Where work is shown diagrammatically on the drawings, 2.15 each contractor and subcontractor shall be responsible for the proper locations of their work so as not to interfere with the work of other contractors and subcontractors. In. case of 2.16 disagreement or dispute regarding the most suitable methods of '
avoiding interferences, the Engineers shall he consulted, and 2.17 their decision shall be final for the proper coordination of the dif f erent portions of the work.,
_ - - _ _ _ _ _ _ . _ . _ _ _ - - _ - - _ _ - _ . - _ . _ _ - . _ . . - _ _ _ - _ _ - _ _ _ - _ . - _ _ _ _ _ _ - - - - . - _ _ _ - - - - _ _ _ . _ _ ~ _ . - - - _ - _ . - -__ - - _ - - - _ _ _ . _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ .
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I 2-4 The Engineers will keep on file in their office a 2.18 complete set of Angineers' drawings and specifications which have ,.
b_een issued. T_ne Engineers will give the C6ntractor all desired 2.20 assistance in interpreting the plans and specifications, cut such assistance shall not relieve the Contractor from complete 2.21 % 1 I
responsibility for its work.
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Tne Encineers will furnish to the Contractor, free of cnarge, prints of all' drawings and specifications reasonar,1y necessary for the execution of the worn. hil such crawings, 2.24 specifications, and prints thereof are the property of the Purchaser. Iney shall not be used on other worx. 2.25 i The Contractor shall keep in good condition at the job, 2.26
- apart from all other prints used in the actual construction, one 2.27 '
L complete set of prints upon which it shall record all changes in its work wnich may be authorized by Purchaser and/or Engineers, 2.28 or which may be required to adapt approved types of apparatus, fixtures, or materials to the work, or wnich may be required by 2.29 I
local or other authorities to conform to their rules and regulations. hiter completion of the work, this set of plans 2.30 i shall to delivered to, and becomo the property of, the Purchaser.
- 5. COffrROL OF THE WORK 2.32 bil work shall be in accordance with local, state, and 2.34 ,.
Federal laws. .
During the progress of the worx, the Engineers shall 2.36 have absolute control of the project, admitting to* the property -
3 only such persons as may be authorized by the Pufdnaser or the 2.37 i Engineers, and contractors and their employees. hil persons are 2.38 subject to such rules and regulations for the conduct of the work j
as the Engineers may establish, and s_ hall be under the control of 2.39 I the Engineers.
The Contractor shall be responsible for the enf orcement, 2.40 among its employees, of the Engineers, instructions and i r_egulations regarding, for example, the prevention of fire and 2.41 accidents, signs, advertisements, smoking, and commission of 2.42
! nuisances.
I J,n case of disagreement or disputes regarding the 2.43 scheduling of. work Dy subcontractors or unnecessary interference to the work caused by lack of cooperation between a succontractor 2.44 and the Contractor, or between two contractors or two subcontractors, the Engineers shall be consulted; and their 2.45 decisions as to the proper methods for coordinating the ,,ork w "' .u 6 shall be final. ,
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y- 11600.02 -4 95 01/22/31 034 2-5 The Contractor shall not load, or permit the loading of , 2.47 any part of a permanent or temporary structure with a weight that 2.48 will endanger the safety of the structure.
The Engineers
- Resident Manager is the authorized 2.49 representative of the Engineers in f ull charge of the general conduct of the work ~ In the field. He will delegate spec 111c 2.51 duties to others of his organization in order to ef f ect a proper, thorough, and wcrkmanlike Eerformance of the contract. He will 2.53 administer all rules and regulations rogarding prevention of fire 2.54 and a ccidents , and all other rules and regulations Ior the conduct of the work as the Engineers may establisn. Tne exercisc 2.55' or any duty by the Engineers' Resident Manager or failure to ao so, shall not lessen or relieve the Contractor from any 2.56 responsibility under the Contract.
COOPERATION 2.58 6.
The Contractor shall schedule its work and expedite 3.2 delivery ot materials in order to maintain the contract schedule.
The work will be carried on under the usual conditions 3.3 affecting construction of the type involved, and in conjunction 3.5 with the numerous other operations at the site. Each contractor shall cooperate with the Purchaser, Engineers, and other contra ctors, and shall coordinate its work with the others and 3.6 shall proceed in such a manner as not to delay or hinder in any way the progress of the work as a whole. 3.7 TEMPORARY OFFICE AND STORAGE SPACE 3.9 2
The Purchaser will not furnish the Contfactor with 3.11 temporary offices or other facilities in temporary buildings, unless specified elsewhere in the contract documents. 3.12 There will be limited storage area in the immediate work 3.13 ar ea . Storage and working space available on the site will be 3.14 allocated to the various contractors by the Engineers in accordance with the requirements of the job as a whole. 3.15 The Contractor shall restrict its use of storage and 3.16 working space and other facilities to conform to the instructions of the Engineers, and shall. conduct its operations with due 3.17 regard for the requirements of others.
Any temporary buildings, sheds, or other structures 3.16 required by the Contractor for office, storage, or fabrication purposes shall be provided by the Contractor for and shall be 3.15 located where directed by the Engineers' Resident !1anager. Ihe 3.21 storage of materials or'the installation of temporary shops or assembly quarters at the pro 3ect shall be limited to the number, 3.22 size, and location specifically permitted by the Engineers.
y-11600.02-495 01/22/81 034 2-6 any materials, equipment , or temporary structures 3.23 installed or erected on the site or in the buildings by tne Contractor shall be removed by it at no expense to the Purchaser 3.24 ,
when so directed by the Engineers to permit the execution of 3.25 otner work in connection with the project or at the completion of the Contractor's work.
3.27
- 8. SCAFFOLDING The Purcnaser shall furnish all tools, equipment, 3.29 ,
f any other j scaffolding, staging, ladders, flooring, runways, anc construction required for the execution or the 3.30 temporary Contractor 's work, unless otherwise spe cified in the contract 3.31 documents.
All scatfolding, runways, and other temporary 3.32 construction will be self-supporting throughout and shall be rigidly built so as to. support safely the weight of all 3.33 l materials, apparatus, equipment, and men to be placed thereon i with a lactor shf ety ot f our based on ultimate strengths of tne 3.34 structural parts, or as required, by state ano local laws, ;
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whichever requirements prove to be the more rigid. 3.35
- 9. PERMITS 3.37
+ The Purchaser will obtain any necessary general permit 3.39 6 and the approval of the general plans by the proper authorities.
! Ell other permits, licenses, or certificates of approval required by the 3.40 I i
by the Contractor *s ' work shall be secured and paid 3.41 Contractor. The Contractor shall pay all fees required oy and 3.42 shall conform to local and state laws and regulations applicable r and atfecting its work. The Contractor shall* report to the 3.44 Engineers, in writing, whenever the plans or specifications are faulty or at variance with local or state requirements, and shall 3.45 l not proceed with such work until it has received further instructions from the Engineers. 3.46
- 10. INSPECTION OF WORK pt.48
, If any work should be cove red without approval or 3.50 consent of the Engineers' Resident Manager or without necessary test and inspection, it shall, if required by the Resident 3.51 Manager or by public authorities, be uncovered for examination and test at the Contractor's expense. 3.52
- 11. PROTECTION AGAINST ACCIDENTS 3.54
! a. Safety Reculations 3.56 ,
I The Contractor shall cooperate with the Engineers in the 3.56 i formation of a safety committee and shall conf orm to and e,nforce 4.1 the safety instructions and regulations of the Saf ety Engineer. i l
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i y-1160 0.02 -4 95 01/22/81 034 2-7 the safety of life, work, or 4.2 In any emergency affecting the Contractor shalL, at its discretion and 4.3 adjoining property, without special instructions from the Engineers, immediately act to prevent threatened loss or injury. 1py extra compensation 4.4 claimed on account of the emergency safety work shall- be determined '1%( the Engineers or Dy arbitration. Federal, The Contractor 4.6 shall comply with the safety regulations of the Speci' state, tic 4.6 or other public authorities having durisdictions.
reference is made to the Occupational Safety and Health, Act (OSHA) of 1970 as amended periodically.
4.10
_b . Barriers The Contractors, subcontractors, and their employees 4.12 must use temporary barriers, railings, warning . signs , .and enclosures for all hazards of this type connected with or caused 4.13 or required by their work and must not alter or remove those 4.14 installed by others without permission of the Engineers anc of 4.16 those whom the barrier or other device was installeo. In general, these precautions are the Contractor's respoasibility, not the Purchaser's.
4.18 i J2. SUBSTITUTIONS l
t The specifications for the various portions of the worx 4.20 describe certain specific materials, processes, and products of manuf a cturers which will be required unless equivalent 4.21 construction is specifically approved in writing by the Engineers. Should the Contractor propose to furnish other 4.23 equivalent materials, processes, or produc ts , either in substitution for, or as an alternate to, .the Engineers ' 4.2u specification, it snall submit full details thereof and obtain the Engineers' prior written approval. The Engineers
- decision 4.26 as to the suitability of any materials, processes, and products, to those specified shall be final, but the approval of the 4.27 Engineers shall not relieve the Contractor from its ..-
responsibility concerning such work or affect the guarantee 4.26 covering all parts of the work. .
' 4.30 J3. WORE OF OTHER CONTRACTORS The Contractor, if required by specifications and 4.32 drawings, shall build in materials furnished and set by other contractors, which enter its own construction. No work 4.34 containing built-in parts furnished by other contractors shall be done without giving such contractors a reasonable length of time 4.35 to set their work or until permission to proceed has been obtained from the Engineers. ,.
The Contractor shall secure from the Engineers the shop 4.36 detail drawings of other contractors for such of their work as is 4.37
! to be built into its work, or to which it must maxe connection, t
9 01/22/81 034 y- 1160 0.02 -4 95 2-8 The 4.39 and shall also measure such connected worx in the field.
in writing to the Engineers any j Contractor shall report receive its own work. Each 4.40 ,
discrepancy or unsuitaoilty to i
contractor shall provide all openings and chases in its own and work, 4.41 necessary for the installation of process equipment , shall till in around tne same af terwards, if required.
4.43
- 14. CUTTING AND PATCHING shall be cone by the Contractor 4.45 Cutting or patching wnose worr. is to be altered, and the expense shall, be borne oy the Contractor whose action, omission, or' fault made the work 4.46 4.47 necessary, tjo cutting, patching, or aigging shall be cone without
! the approval of tne Engineers.
4.50
_15. SLEEVES AND SUPPOR'TS be otherwise particularly specitied or 4.52 i Except as may noted, the Contractor shall set and secure all inserts, hangers, j sleeves, anchors, and other supports and fittings required for 4.53 I the proper installation or its work. l i 4.55 l 16. SAMPLES ,
! The Contractor shall furnish for approval all samples of 4.57 -
h materials or finish as directed. Ehen approved, the work ,shall 4.56 be executed in accordance with the approved samples. ,..
5.2 l J7. FIRE PROTECTION l
l It shall be the duty of eacn Contractor to supply fire 5.4 -
extinguishers in each temporary office, tool room, or storage room supplied by the Con *.ractor. T_ ire extinguishers shall be of 5.6 suf ficient size and quantities satisf actory to the Purchaser, the !
5.7
! Engineers, and the insurance carriers of the Purchaser.
5.9 l 18. PURCHASER *S OCCUPANCY i The Contractor agrees that the Purchaser has the right 5.11 i
to place and install as much equipment and other materials during 5.12 progress of the work as possible before completion of the various 5.13 parts, and further agrees that such placing gnd installation evidence of the equipment and materials does not in any way completion of the work or any portion of it, nor signify the 5.14 Purchaser *s acceptance of the work or any part of it. ,
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- 19. LINES AND GRADES The Engineers will establish base lines and a bench 5.18 l 5.19 ma rk . All other lines and grades shall be established by the who shall be responsible for the correctness of i
Contractor, l
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2-9 setting of all members, structures, and equipment covered oy the 5.20 Contract with r'eterence to these lines and grades.
5.23
_20. WATCHMEN will provide watchmen and guards to 5.25 Ihe Purcnaser protect its own interest. 'The Purchaser shi.ll not be responsible 5.27 ror loss of damage to the Contractor?s property from any cause.
- 21. TEMPORARY SANITARY CONVENIENCES 5.29 Iemporary sanitary facilities exist on the site. 5.31 5.33 2_2. LEAD ENGINEER The Shoreham Project has a Lead Engineer (Job Master 5.35 Mechanic) , when his ser rices are required by the IUOE Local 138 5.36
,[ Operating Engineers) agreement.
- 23. TEMPORARY LIGHT AND POWER MAN 5.38
> The Shoreham Project has ya Temporary Light S Power 5.40 -
Electrician, when his services are required by the IBEW Local 25A a_greement. 5.41
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f 2G . ELECTRICAL POWER 5.43 The Contractor will be furnished with electric service 5.45 in reasonable amounts,' free of charge, provided the Contractor's egatpment- does not conflict in characteristics with service 5.46 availaole (480/208'v and 110 v) and does not ,i_nterfere with the 5.47 operation of the existing machinery and equipment. The 5.48 Contractor, however, shall be required to furnish all labor, material, .and equipment for making the necessary connections to 5.49 the station service. _The material, equipment, etc., for any . 5.50 temporary lights, extensions, or leads required from the points '
of connection to _the station service shall be the responsibility 5.51 of the Contractor.
25.. TEMPORARY LIGHTS 5.53 l Any temporary lights required by law or ordinances, or SL55 1 necessary for the proper protection of the public and workmen, or 2
' 5.56 l for the proper execution and inspection of the work shall be ~
l furnished, placed p and'. maintained by the~ Purchaser _unless 5.57 otherwise stated 8.n the contract doctraents. ..T_emporary lights and 5.58 wiring shall be in aecordance with appropriate codes.
6.2
- 26. TEMPORARY BEAT The Contractor shall arrange for . temporary heat with due 6.4 regard for safety and'other project regulations and with specific 6.5 s
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i y-11600.02-495 01/22/81 034 2-10 reference to Paragraph C.6 of Supplement No. 1 attached hereto, unless otherwise stated in the contract 6.7 where necessary, documents. l t
6.10
_77. TEMPORARY KATER SERVICE The Contractor will be furnished with adequate supply or c.12 l potable water to meet tne needs of all personnel associated witn 6.13 I
its Work.
6.16
_28. TELEPHONE SERVICE shall provide for adequate telephone 6.18 T
_he Contractor service for its own use and shall assume all costs connected with 6.19 such service. ,
6.21
_29. COMPRESSED AIR SYSTEM I
A central compressed air system is availanle and in 6.23 6.24 operation at tne site for use by the Contractor. The system comprises two 1,200 scfm air canpressors and a central g distribution system which will supply 100 psi minimum at point of .
Connection.
6.26 ,
_30. WELDING SYSTEM A multi-arc welding system is available f or use by the 6.28 [
Contractor. This system will supply through resistance boxes a 6.29 ( ,
200 amp welding supply. The Contractor shall supply welding 6.30 cable. .
6.32
-31. PROTECTION OF WORK 1 The Contractor shall protect the material used in the 6.34 said work from damage by the elements or otherwise until installed and accepted by the Engineers. 6.35 -
6.37
_32. CARE OF THE WORK The Contractor shall be responsible for the safety of 6.39 the work and shall maintain temporary lighting, guards, signs , ,
temporary pas sages, or other protection necessary for that 6.40 purpose. All' work shall be done at the Contractor's risk. If 6.42 ,
any loss or damage shall result from theft or other cause, t.ie Contractor shall promptly repair or replace such loss o_r damage 6.43 to the Purchaser. The Contractor, except as 6.44 (at no cost),
outlined under " Fire Insurance" shall be responsible for any loss ,
or damage to material, tools, or other articles used or held for 6.45 use in connection with the work. The work shall be carriedofon the to 6 46 completion without damage to any work or property .
the b.47 Purchaser or of others and without interference witl operation of the existing machinery and equipment. The 6.48
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i Contractor anall be liable for any damage caused ny him to the Purchaser *s propepty ct otner Contractor's property. ,
i Any damage caused by the Contractor directly or t.49 1 indirectly to puclic roads or private property not on the site '
shall b_e the rescorgicility of the Contractor and the Furchaser 6.50 shall be held free and harm 1'ess for said damage.
3_3. FIRE INSURANCE b.52 f The Purchaser will self-insure or cover by fire 6.54 insurance upon the entire structure on which worx of tris 1 Contract is to be done, including items of labor and materials 6.55 connected therewith, in or adjacent to the structure insured. ,
l gpterials in ' place, or to be used as part of the permanent 6.56 structure including surplus materials, shanties, protective fences, bridges or temporary structures, miscellaneous materials b.57 and supplies incident to the work and such s_cM foldings, 6.56
. stagings, towers, forms, and equipment as are not owned or rented by the Contractor, the cost of which is _ included in the cost of 7.1 i work.
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[ Exclusions: This insurance does not cover any tools 7.3 owned by workmen or mechanics, tools, equipment, scaffoldings, stagings, tower and forms owned or rented by the Contractor, the 7.4 capital value of which is not included in the cost of the work.
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- 34. RECEIPT AND CARE OF MATERIALS 7.6 The Contractor shall receive materials f urnished ny the 7.8 4 Purchaser fob cars, trucks, or Purchaser's storeroom unless 7.9
- materials have been delivered prior to the Contractor starting work, in which case the Contractor shall receive materials at 7.10
. locations where cuch materials are then stored. The Contractor 7.11 ~
i shall promptly submit to the Engineers with lists o tally sheets
- of materials received. P_oints of delivery of materials furnished 7.12 by the Purchaser, in general, will be as listed in the detail.
specifications.
After the Contractor has checked the materials-and 7.13 equipment furnished by the Purchaser and has satisfied himself as to their condition and quantity, he shall be responsible for the 7.14 exorcising of reasonable care for their safety from loss or 7.15
- damage of any nature until the finished structure and surplus materials have been accounted for and accepted by _the Purchaser. -7.16 M_aterial furnished by the Purchaser arriving damaged 7.17 i shall be segregated by the Contractor for inspection Dy the
! Engineers and the representatives of the common carrier. The 7.19
, Contractor shall pay all demurrage charges on transport equipment containing material furnished by the Purchaser ,u_nder the Detail .7.20 Specifications to the Contractor. _I_n addition, the Contractor 7.21 i
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01/22/84 034 y- 11600.0 2 -4 9 5 2-12 l
t I shall be responsible for all damage that may result trom the unloading of the cars. )
Materials furnished by the Contractor shall be subject 7.22 t to delivery arrangements made by the Contractor.
The ' ;ansportation to the Project site of any material 7.23 by the Contractor is the sole cr equipment suppliec transportation and 7.25 responsacility of the Contractor. Such trucxinc movements must be conoucted so as'not to interrere with 7.26
- the continuous operation of the Purchaser's installation or witn in progress Tne 7.27 any other construction work that may be Contractor must at all times cooperate with the Engineers to Purchaser 's operations or 7.28 avoid any interference with the Construction.
Ehere spare parts and tools are furnished with the 7.29 l equipment, the Contractor shall turn them over to the Purchasar and tools shall be properly 7.31 with the equipment. Spare parts ne used without the approval of the stored and shall not )
Engineers.
' 7.33
- 35. FIRST AID
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will be provided by the Purchaser for 7.35 First aid s
Contractor's personnel working on the Project. Treatment beyond 7.36 first aid shall be the responsibility of the patient's respective and 7.37 i f
employer . The Contractor shall comply with the rules ,
regulations 'of all public authorities, having jurisdiction with supplies, 7.38 respect to the use and maintenance of all equipment, 7.39 and facilities and shall comply with all first aid regulations issued by the Engineers.
7.41 j
- 36. ACCIDENT REPORTS The Contractor shall promptly report in writing to the 7.43 Purchaser and Engineers all accidents whatsoever arising out of, or in connection with, the performance of the worx, giving full 7.44 If death or serious 7.45 details and statements of witnesses.
injuries or serious damages are caused, the accident shall be 7.46 i reported innediettely by telephone or messenger to the Engineers. f claim is made by anyone against the Contractor or 7.47 If a 7.48 any of its subcontractors on account of any accident a_ssociated with the work, the Contractor shall promptly report the full details in writing to the Engineers.
I 7.50
- 37. PUMPING shall furnish and operate all pumping 7.52 The P archaser
- equipment unless otherwise specified in the contract documents.
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y-11600.02-495 01/22/81 034 2-13 7.S4
- 38. CLEANUP During the progress of the work, the Purchaser will 7.56 remove all trash from the building at regular intervals, and keep the site free of any refuse and debris caused by the Contractor 7.57 and his workmen. ,
Upon final completion of his work, the Contractor shall 7.Sc remove all temporary structures from tne premises.
8.3
- 39. LABOR The Contractor shall comply with all Federal, state, and 8.5 municipal laws and regulations relating to safety, health, and discrimina tion against employees or applicants f or employment 8 .7 based on race, creed, color, or national origin.
The Contractor shall furnish sufficient competent 8.8 workmen to prosecute the work promptly, ef ficiently, and to the 8.9 satisfaction of the Engineers.
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Contractor 's cars and trucks and employee 's cars shall 8.10 be parked in areas, not necessarily on the site, expressly set 8.12 aside and designated as parking areas. Purchaser assumes no responsibility for loss or damage to such vehicles parked in Purchaser's designated parking areas or on Purchaser's property. 8.13 Only authorized Contractor-owned or rented vehicles will be 8.14 permitted on the site. Personal automobiles or trucks w1'l l -not 8.15 be admitted to the work areas.
- 40. COST DATA 8.17 For a fixed fee contract, the Contractor shall furnish 8.19 the Engineers, at any time upon the latter's r equest, full and correct information as to the number of men employed on each 8.20 subdivision of the work, the classification and pay rate of each 8.21
' man, hours worked, the cost to the Contractor and quantity of the 1 various classes of material in each subdivision of the work, and 8.22 the tools and appliances used thereon.
a lump sum contract, the Contractor shall furnish 8.23 F_or the Engineers, on a daily basis, the number of men employed on each subdivision of the worx and the total hours worked. The 8.25 Contractor shall also furnish the Engineers, on a weekly basis, the quantitles installed and/or percent complete on each 8.26 subdivision of the work.
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3,1. TITLE TO MATERIALS FOUND ON THE WORK 8.28 The title a'nd the right to the use of all stone, sand, 8.30 gravel, minerals, timber, and all other materials developed or 8.31 obtained in the work and the right to dispose of the same are
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Neither the 8.32 h@reby expressly reserved by the Purchaser.
Contractor, subcontractors, nor their employees shall have the g in or to any part thereof. The 8.34 right, title, or interest Contractor will be permitted to use in the work, with proper 8.35 allowance, any such materials which neet the requirements of the j Contract Docurhents, subject to prior approval by the Engineers in t writing.
l 8.38 3 2. NOTICE OF LABOR DISPUTE :
an actual or potential labor dispute is 8.40 1 Whenever delaying or threatens to delay the performance or tne work under immediately notify tne 6.42 the C_ontract, the Contractor shall in writing. Such 8.43 Purchaser and Engineers verbally, followed -
inforration concerning the notice shall include all relevant ;
dispute and its background.
8.45 4_3. WELDING OPERATION PRECAUTIONS 9
When Contractors
- forces perform welding, burning, or 8.47 l*
otner spark-producing operations above or ad3acent to other ,
8.48 gersons or installations, particularly electrical cables in trays taken to prevent 8.49 i or ducts, all possible precautions veill be damage to cables and insulation, personnel, and equipment in accordance with the Engineers' instructions. This will take the 8.50 form of tight, non-flarnmahle covers, and/or insulation-deflector 8.51 provisions, and close supervision p_f the work by 4the Contractor l' to be sure of adequate protsetion and reporting of any damage 8.52 which does occur. F,ive watches shall De used as need requires.
8.54
- 44. DOCUMFNT ISSUE AND CONTROL The Engineers have established a Central Reproduction 8.56 Facility on the jobsite and have initiated a procedure for issuing and controlling all documents to the contractors to 8.57 Casure that only the latest issue of all construction documents 8.58 on the Construction site. This procedure shall be 9.1 are in use used by all contractors. The procedure includes all of the 9.2 following:
Design Drawings 9.4
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- b. Engineering Specifications 9.5 Vendor Drawings 9.6 p_.
- d. All procedures required for installation of components 9.7
_O_nly drawings which hare been previously reviewed and 9.9 approved by the Engineers shall be used for actual construction 9.11 on this jobsite.
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y- 11600.02 -4 95 01/22/81 034 2-15 All Construction Documents as enumerated above are 9.12 reproduced and issued by the Engineers at the jobsite and distributed to all on-site personnel. Drawings are color coded 9.14 to ensure that only approved drawings are dsed in the actual construction of the project as follows: 5.15
- a. White background - approved drawings. Tnese are 9.1E drawings wnich have been reviewed and approved Dy tne Engineers.
- b. Yellow background -
Coordination drawings issued tor 9.19 information only. These drawings shall not ce used in 9.20 '
the construction area for installation of components.
- c. Pink background -
Record File Drawings for use in 9.21 Contractor's Office spaces only . These drawings shall 9.22 remain as the Contractor's historical file of his work on this jobsite.
E_ach document is transmitted by a multipart transmittal 9.24 form of which tne Contractor will receive a white, yellow, and blue copy. Upon receipt, the Contractor is required to receipt 9.26 .
stamp the yellow copy and return it to the Engineers
- Construction Office as an indication that the drawing issued has 9.27 been received by the Contrcetor. Within (5) days after receipt 9.28 of the drawing, the Contractor must forward all voided drawings printed on wnite or yellow background paper to the Engineers' 9.29 office with the blue transmittal copy. If actual drawings have 9.30 been mutilated on the jobsite, the addressee must so state on the blue copy of the transmittal. Pink background drawings are not 9.31 returned to the Engineers for void drawing control. Thus, the 9.32 ,
Contractor is able to keep a set of all drawings issued by the Engineers for his historical job files.
Each contractor shall maintain a document distritution 9.33 record showing to whom within his own organization each issue of 9.34 each document has been issued.
The Engineers' Field Quality Control Division will 9.35 verify the drawings used in the construction area are the latest issue. ,
9.36- 1 All forms required by the Contractor to conform to the 9.37 ,
Engineers' Document Issue and Control procedure will be supplied 9.38 i by the Engineers at the jobsite. 9.39 O
O
O s c-11600.02-97 44 03k16/73
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S&WEC J.c. No. 11b00.02 7
{
LILCO W.O.No. 48923 8 S UPP L EME NT NO. _1 11 SAFETY PROCEDURES FOR CONTR ACTORS AND_SUDCONTR AC'" ORS 12 APPENDIX A 13 GENERAL CONDITIONS 14 M__ATERIAL DELIVERED AND ERECTED 15 St cr.e & Webster Engr. Corp. , Engrs. Boston, Massachusetts 18 March 1, 1973 19 SAFETY PROCFDURES 22 It is imperative that the general principle underlying 24 all of the sa fety practices and procedures applicable on tho 25 above-mentioned pro ject be understood by all contractors and 26 su bcontractors; nimely, that they are required to maintain at all 27 times and in all areas under their respective control a safe 28 place to work. All contractors and subcontractors performing any 29 work on or in connection with said project.shall comply with the 30 following saf ety requirements: _
A. Each contractor and subcontractor, before beginning work 32 in any area on the job site, must first secure f rom- the 33 gtone & Webster Engineering Corporation Resident 34 Manager, permission and any special instructions. 35 B. Before haqinn ing work at the job site, all contractors 17
'and subcontractors must f ile with the Purchaser's 38 Proiect Field Office and tne Purchaser's Insur an ce 39 Department, Mineola, L.I., New York, all required 40 ,
insurance certificates as well as all other permits from public authorities which may be required in connection 41 with the Ierformance of the work.
C. Compliance with the safety rules and practices prescribed 43 Ly & he Purchaser, the Engineers and apolicable Federal, 44 , !
state and local agencies is required, including,.but not 45 !
limited to, the following: l 1 Contractors and subcont ractors shall provide and 47' maintain safe tools and equipment for the 48 performance of the work. j
- 2. Contractors and subcontractors shall furnish 50 approved personal safety apparel for their 51 .
personnel (such as hard hats, eye protection, etc.) l gafety shoen are highly recommended. 52
- 3. The use ot alcoholic beverage on the job sir.e is 54 j prohibited. 55
- 4. Compliance with job site tra f fic regulations is 58 required.
03/16/73 44 j c-11600.02-97 i
- 2. I measures is 60 2 Compliance with all tire protective in areas 61 mandatory. gmoking will be restricted 62 are used or stored, or where flammable materials elsewhere a's designated by the Eng i nee r s.
construction areas will be 64 l
- 6. All tempora ry heat in will not 66 either electric or steam. gteam boilers he permittad in enclosed construction areas without and proper 67 specific permission of the engineers All 69 provisions for discharge of combustion gases. safety heat ing equipment must have a pproved
, dev ices. . l be secured when applicable. 71
- 7. Flame permits must 72 Danger tags should be utilized when necessary.
Debris which cons titute s a tire hazard must be 74
- 8. to 75 accumulated only in designated areas so as not 76 endanger job gersonnel, property, and equipment.
by contractors ani 78 9 Dobris and refuse accumulated 79 t subcontractors must be removed 'at appropriate
~
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in te rvals .
The iob site housekeeping rules and regulations must 81 ,
10.
be adhered to.
must be kept in approved sa-fety 85
- 11. Flammable liquids 86
.c.o n ta iner s .
such as trucks, motor cranes, cats, 88
- 12. All equipment, etc., must be individually equipped with the proper 89 90 l fira extinquishers.
necessa ry in the pe rformance of the 92 1J.. All safeguards 93 work ,shall be utilized.
utilizad for worxing above the qround 95 13 9tructures 96 leval must contain not only hand or quard rails or 97 safety ropos, but alco correct and adequate staginq toe 98 or decking. Hork platforms shall also have hoards.
catwalks must be used, a single plank for this 100 11 If 102 Two plank width is the purpose is forbidden. .
~
minimum requirement. f
" overhead" work is to be performed 104
- 16. Araas in which 105 must be ljlocked oti or barricaded and appropriate 106 warning signs shall be furnished and nosted.
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c-11600.02-97 03/16/73 44 '
3.
- 17. All contractors and subcontractors must become 109 acquainted with the work a rea , consult the 110 :
engineers and obtain complete information as to all .112 '
underground facilities both permanent anri :
temporary. Work, but not direction of work, must 113 i be coordinated with that of other contractors through the engineers. Hand rather than machine 115 exploration is required in and as where interferences might exist. Pits, trenches, and 117 other open excavations will be shored and barricaded or roped of f. ,
1 l
13 Blades of bulldozers and buckets of shovels must he 119 kept down when not in use. Ehere a single shift is 121 in effect, the booms of cranes will be lowered to a 122 safe angle of storage, and tied of f if require l, at the end of the shift, over the wee kends, and 123 holidays whan it. is not to be used on an immediately succeeding shift. Trucks and other 124 mobile equipment must be parked saf ely.
1
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- 19. F.espirators or gas masks must be worn when 126 conditions warrant. 127
, 20. Horseplay or fighting on the job will not lie 129 tolerited at any time. 130
'21 All injuries shall be reported as soon as possible 132 to the- Engineers' Field'~ Accountant or sitery 133 representative.
Q. Should a specific interpretation be required on special 135 and/or unusual safety problems, ref erence shall be made 136 to American Standard Safety Code for Building 117 i
l Construction, the A.G.C. Safety Manual and the National Safety Council's Construction Section's Data Sheets, and 138
, Accident Prevention Manual.
l
,g. The practices, procedures and requirements set forth in 140 this Supplement No. 1 shall apply equally to contractors 141 and subcontractors; and it is mandatory that each 142 contractor include the provisions of this Sunplement 143 No. 1 in all contracts with its subcontractors, if any.
F. The Purchaser or Engineers shall have the right to direct 145 the removal from the job site of any con t ractor 's or 146 subcontractor's ee rsonnel for violat ion s rules.
of safety 147 G. The Purchaser or Engineers shall have the right to direct !
~
149- l the removal from the job site of any con tractor 's or subcontractor 's 150 !
defective and/or worn tools and 151 equi pment, the use of which, in {
the opinion of tha 1
' ' ' _. _ . _ _ - - - - - - - - ' ~ '~' ~ ^
. a
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03/16/73 gg c-11600.02-97 l
4 or F.ng ineer s, is creating, or may crente .i 152 Purchaser hazardous nituation.
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r-A-1 1.6 APPENDIX A 1.6 1
E&DCRS/N&Ds that affect this specification,.but which accept 1.11 1.12 requirements for individual items that are not applicable to
" the entire specification.
i' Description 1.14 E&DCR/N&D Painting _ Test Patches 1.16 40680 40908 Epoxy for Installation 1.18 of Monitoring Equipment 1.19 a
e 0
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I y-11600.02-801r 06/21/82 032
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t B-1 1.6 APPENDIX B 1.8 This specification incorporates the following changes not 1.11 based on an approved E&DCR/N&D or approved addenda:
Change Reason for Change 1.13 Not Applicable 1.15 6'
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y-11600.02-801s 06/25/82 032
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ATTACHMENT 2 e
a 4
. e CS.654.001-1 9
8.O TEST PROCEDURES .
8.1 STRUCTUAL ACCEPTANCE TEST The test cycle shall consist of pressurization from ataccpheric to 55.2 psia and depressurization back to atmospheric. The levels of pressurization shall be atmospheric, l. 0 caig , 27.'6 psig, 41.4 psig, and 55.2 psig. The containment shall be depressurized in
- imilar ,:ycles . t 8.1.1 Verify that a l'1 prereouisites of Secticn 3.0 and all initial conditions of Section 5.0 ha.e been s- afled // /
pk , ,"f.,L --
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Data g f d ,eSrp truction{CrSord inator s
'Yi ! () /b1 L &-$ i l EAf nO h ? YZ -
S t ruc t'.'ral Er.g i a.ce r Test Di rdc to'r ' / / / D '. t e _
i 3.i 2 Initial set c# data to ba rakar by cc:. tractor at 0.0 psic. Record absolute c d # r 'ncmeter prcssure fo; bencnmark satting .
- p r m.7'u .
p sub cn AM*S
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'7r3-62.. :
i St'ructural Engr. Dati
- .l.3 ?'.ise containment pressure te 12&2-0 psig in accordance with Appendix G-1.
j FDTE: Veri f / containtr.ent pressure usina manometer, and benchmark settin) re-I
/tj, .ff tk..a , ,j_ cor d# p 8.1.2. .
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Structura. Engr.
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- OTE: If at any time duri.ng this test, repairs :.tust be made and cannot be done under pressure (to be determined by Structural Engineer) depressurihation shall be accomplished in accordance with Appendix li-1.
ITG APPROVED JUN 291982 )
' =
I CF.C54.001-1 !
l 8.1.4 Monitor external boundaries of the primary.' e containment for' gross leakages. Any gross lea} cages and repairs, if any, shall be noted i.n the official log.
N 'l / 7 5 (Z-ctor / 'Da'te J.cs i 1%X h' Striicbiral Engr.
ahw_. '1Cade NBz 1 8.1.5 Perform detailed e: a:r.ination f'or unusual cracking responses in acccrdance with Heference 2.5 (SHL-333). / 3 s
s m
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.1 /
a J T~~'= k G J~ ~.... vDat6sis t Structural Enor.
8.1.6 Afcer pr, essure held at 12+2-0 psig for at least ihour, contractor shall record necessary measureme..ts and examine areas in accordance with Reference 2.5 (Sill- 3 3 3 ) .
~ ,
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H'\a -f m &,7h!62-N~ $' '
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Structur51 Engr. \
~
Date '
..J NOTE: Any structural response in excess of those contained in Slil-333 chall be brought to the attention of theIfBoston the Office Structural Engineer.
structural responce varias from 'that predicted, une Boston Structural
~
} ;
, Engineer will make the determination to contin.ue or discontinte the il l' ' Structural Test.
~
,- 8.1.7 Raise containment pressure to 27.6+2-0 psig
% g in accordance with A pendix G-1.
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StTuctural Engr. 'Da te ,
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. JM APPROVm JUN 2 91982 4
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CS.654.00'l-1 8.1.8 Perform detaiAed examination for unusual ,
cracking responses in accordance with
- Reference 2.5.
!1
\
'm '
ua %8L Structural Yngr. Date s
8.1.9 After pressure held at 27.6+2-0 psig for at least 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> Contractor shall record necesacry measurements and examine areas in accordance with Reference 2.5. ,
/
t hf\LUdy. ' ,\ .
7-3-62.Date I
Structural Engr.
(J 2 ' 2 'I ,s ' -
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8.1.10 Paise containnent pressure to 41.4+2-0 psig' dance wih' 70endix G-1.
. in acc %ar NL:__ A p s] Director 7/3/rr2_
'Cdte our . k
$tructdral Engr.
u ?![
'Dhte i
S.I.11 Perform detailed enmination for unusual cracking resconses in accordance with Reference 2.5.
1 i
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b (3 b Structural Engr.
7-9 97.-
Date 5TG APPROED JUN 291982
i CS.654.001-1 8.1.12 After pressuye held at 41.4+2-0 psig for at least 1. hour. , Contractor shall record necessary measurements and examine areas in accordance with Ref rence .5.
1
$f Mij )~E- 8 2- I 1
S6ructural Erigr. Date 8.1.13 Prior to raising pressure, secure all dry _
i well air circulation fans. (See Sectior. 3.13).
NOTE: Monitored amperage readings Ihall not exceed 30.7 amps for drywell fan notors. (See Section 4.5).
s ,k rca.
/ DJte I '
Tes Direct r i l /
(ldt, 7/YPL Structural Engr. 'I Cate t ,'
i 8.1.14 Raise containment pressure to 55.2 &2-0 :sig in accordan e wi h App'mdix -
I diff${hA- U l!S "Jate l
f'i h f Test Direct $or
& h0 to-r, 2, or& W3/f> %
Date
{
Struct>dral Engr.
8.1.15 Perform detailed examinat. ion for unusual cracking responsen in accordance with Reference 2.5.
$b O Strhetural Engr.
7 &
Date lt ,
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- *%% JUN 29199g 0 g f
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cS.654.001-1 8.1.16 After pressure held at 55.2+2-0 psig for at I
least 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> i Contractor shall record .
- necessary measurements and examine areas in accordance with Reference 2.5.
f UA ]~3 c52 Structural Engineer Date 8.1.16.1 When contractor data natherine is. /
comoleted at 55.2+2-O' perform the \
1
~ Vent Valve In-situ Operability Test in accordancejaith Appendix K.
EKEPTipW 4 20 Date Test Directcr 3.1.17 Decrease containmer.t pres nre to 41.4+2-0 t
psig in acco dance wi h! pendix H-1.
0 /sf f 1/* G l Y/[Ia C3L V
f5" 5/.000 M/ /t-l DLE" 20' $
l.
07 5 Um YY /1h S'tructural' Engineer '
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8.1.18 Perforrc detail.ed examination f or un. usual cracking responses in accordance wit..
Reference 2.5. / '
j EK@Tiox! E.9 l Strucr. ural Engineer Date 9.1.19 Resta.-t dry well air c;.rculaticn f ar.3. (Sec 8.1.13).
$$f ' /t./ $ lV T@~ ir'ctdr e
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Al $/s ej Y/l f)D Structurifl Engirger [Df'et a
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I
. i CS . 6 54. 001 -1 !,
. s
'A 8..l.20 After pressurb held at 41.4+2-0 psig for at /
1 cast 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> Contractor shall record ;
riecessary measurements in accordance with (Re ference 2.5) .
[1 x
i 5tructural Engr.
Ya ,.
/ Date 27 l l}
le 8.1.21 Decrease containment pressure to 27.6+2-0 psig in accordan '*th A e x<Hrl 7 Y YE -
AN / W1 4 -
Date TNst Directcr k A#s v$=GC;, ~ "
/Wh
' Edte Structural Encr.
8.1.22 ' Perform detailed c>.amir.ation for unusual cracking response in accordance with f Reference 2.5.
1 .
s\ 3~
- J M8M Structural Engr.
M) Date I
8.1. 23 After pressure held at 27.6+2-3 psi 3 for at lear.t 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> Contractor .; hall record necessary mearurements in accordance with Reference 2.5.
1 x
l vt, LLA Structural Engr.
7AikzDate I
E WROVEQ . JON 231982 3 h
9 i
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- e CS.654.001-1 .
I, 2
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8.1.24 . Decrease containment pressure to 12.0+2-0 psig in accordance with Appendix fi-1.
wnhb 7/4/Tr2
! Tes ctor. Dia te 7 !F?
$W Da t e l Strdctural Engr.~
l f
B.1.25 Perform detailed examination for unusual cracking response in accordance with Reference 2.5.
l/
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' E K c~~PI J O u
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Date
, Structural Engr.
b 3.1.26 After pressure held at 12.0+2-0 peig for at least I hour Contractor shall record necessary =casurements in accordance with J
I.
Reference 2.5.
I/1
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Ab2 2k PL S ructural Engr. / 7 Date 8.1.27 Decrease ntainment pressure to atmospher?.c in acco ce gi Apnendix F-1. /
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- 4. L . uM 7/4
/ Cla te'
[ !sse Direcf r l
~
(/ ~7k/ L Structural Engr. ' / Date b M WR0VED JUN 291982 i
I
.e T '
CS.654.001-1 ,
8.1.28 After co'ntainment at atmospheric for at , -
}
least one hour, perform detailed examin- e i
+ at-ion for unusual cracking responseln .
accordance with Refe ence 2.5.
7 4 8 2- f
(/2r 7 7 Date St'ructural Engiheer Ensure all data, computer trends, and Log 8.1.29 Book entries are co.mplete anJ are ir.cluded /
in Appendix J.
/*r
/ /Da te St tuctural,Enginder 8.2 DRYWELL FLCOR STRUCTURAL ACCr?TANCE TEST
/3 The test cycle levels for drywell pressurization \~ <
shall be atmospheric, The 9.0 psig, drywell 18.0 shallpsig, be 27.0 depress-psig, and 35.0 psig. '
urized in similar cycles.
8.2.1 Verify the f ollowing conditior.s are met '4 prior to pressurization:
Open drywell personnel hatch, cap un-
,,,_a . (1 i e
hMgflb capped downcorer in dry well (see
,Section 3.11) and reseal personnel hatch.
- b. Close 1T48*MC"-034A and 1T48*MOV-040A.
- c. Open both suppression pcol access hatches.
- d. Drywell floor seals maintained at 60psig.f1
.olled 5.ccess is still in ef e MOTE: Con Nl
. 22A , Y j0a te
' hg 'f ds t ' DYa cto r' /
@? Yh b5
_'tructural S Engineer 1/4'!?2
Date
- ~7 I2 -
cw ww 2 9 El
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2 AN 291982 Fnt init .* t . G . s .'s:su,.
i .
I n
CS.654.001-1 .
.8.2.2 Perform a visual inspection of the Z .
mapped areas on the s,uppression_pc.o1 /1 ceili_ and map the cracks _ prior to ~ ~ ~ ~
\
~pressur zation of tTe'3rywell.
~
AM LdnM S~ En . I Gn D te '
7 9 Pt NOTE: No access wi 1 be allowed into the sup,r ssion I
pool while the drywell is being pressurized.
- 8. 2.3 Increase drywell pressure to 9.0 + 2-3 psig in accordance with Appendix G-2.
NOTE: If at any time during this test repairs must (to be made and cannot be donc under pressure be determined by Structural Encineer), de-pressurization shall be accomplished in accord-ance with Ap end' x H-2. .
thf k,ubb W W D te T re' tor dhe
~
A/
Structural Engr. # Data 2
).
8.2.4 DELETEC (l
g After pressure held at 9.0 + 2-0 psig for 8.2.5 at least 10 min. contractor shal1: 1[
k
- a. Record necessary measurements o' primar, wall in accordance with Reference 2.5.
EXCe717w#3/
Structural Engr.
0 Date
- b. Record displacement measurements of the
~ ~
driwell floor.
(N ~7 Y [. -
Sttuctural L'ngr. ~ / C6 te j i
1
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1 M 20% JUN291982
.N l
I CS.654.001-1 8.2.6 Increase drywell pressure to 18.0 + 2-0 , ~'
1 ],
psig in accordance with Appendix G-2.
wha , Met o ?9 Structural Engr. 'Date !
i f.
- 8. 2. 7 After pressure held at 18.04 2-0 psig for at least 10 min., contractor shall: $1
- a. Record necessary measurements off the primary containment wall. 7 EXCEPT7w #.3 /
Structural Engr.
' Date
\'
d t
I Reccrd displacement measurements of the g b.
drywell f .
)
A ff 9 9l l-_ '
l Stfuctural Engr. #
- Date 9
[
8.2.8 Increase drywell pressure to 27.0 + 2-0 psig a in accordance with Appendix G-2. ,
A i 7 2- i Tb'st Dir cto / O' ate IDF *1 f2 l Structural Engr. 'l eate 8.2.9 After pressure held at 27.0 + 2-0 psig for p
. at least 10 min. contractor shall:
- a. Record necessary measurements off the primary co'ntainment wall. ~
eKePrth)#31 d '
Structural Engr. Date k I
- b. Record displacement measurements of the drywell floor.
fp ?W -
- 2 Structural Engr. 7 /Date
I
[f
. ..pt rROlt ED only :
j lstormatien M APPROVED JUN291982 ._
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I f
' I
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l CS.654.001-1 a
Increase drydell pressure to 35. 0 + 0-0. 5' $1
'8.2.10 L psig in accorda*nce with Appendix G-2.
ME r Qb Date Test Direc ,
~
/l04) Uh I,
- Structural Engr. Date a
i
/
8.2.11 After pressure held at 35.0 +0-0.5psig for Q 0
at least 10 min. contractor shall: j l- Record necessary measurements off the p a.
primary containment wall.
2XCcf]7c4./ S 3/ N* }J Structural Engr. Date 'l
\\
- b. Record displacement measurements of the q drywell floor.
rea'z- vi s4 i kJ Structural Engr. Date it 4
i !
4 8.2.12 Decrease drywell pressure to 27.0 + 2-0 I; psig in a rd nce with Appendix H-2.
I. . h ate f_b Test Direc or p /
Wf w'd Stiructural Engr.'
7kbr-
' ' Date 8.2. 13 .After pressure held at 27.0 + 2-0 psig for at least 10 min. contractor shall: %1 I
- a. Record necessary measurements of primary wall in accordance with Reference 2.5.
M M OA/ 3/ Date 1
Structural Engr.
- b. Record displacement measurements of the drywell floor.
7
- ?N Structural Engr. 'Date l b genown JUN291982 i I UNCONTROLLED rtumnfum@ie Onf0
. i
. Page 5 of 5 2,- n. .
- f. o CS.654.001-1 -
l 1 TCN 62 ,
. , . 3 3 Item 4 ,
8.2.10 Increase drywell pressure to 35.0 + 0.3-0 psig in accordance with Appendix G-2.
. . & 9$' 'D te Test Director [
/k' Structural Engr. r l T' r
I--
/Dat4 8.2.11 After pressure held at 35.0 + 0.3-0 psig for at least I hour contracter shall:
- a. Record necessary_ measurements off the primary containment wall.
[gf& d3y' Structural Engr. Date
- b. Record displacement measurements of the drywell floor.
N' 7 I'-
Dste Structural Engr. .
6
. , - 6 ,
D 4 9
=
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l 94,
, .. 3a 5 4 ~l
T
- 1
-l
'i
! I CS.654.001-1 _J
- [
8.2.14 Decrease dryv/ ell pressure to 18.0 + 2-0
/ ~~??
.~
_ . - psig in accordance with Appendix H-2.
- ] IO#Date I
b% i Tes't irctorf
~71 Ef ?-. ~ ,.
l Structural Engr. /I DatIe s
t 8.2. 15 After pressure held at 18.0 + 2-C psig fer s
at least 10 min. contractor shall: %1 }
i l l
- a. Record necessary measurements off the g a
primary containment wall. L I
M ej 776/t,/ N3 / N Structural Engr. Date t' i l
- b. Record displacement measurements c: ti.e drywell f W .
- ) / I f ,
f Structural Engr. / ~Date 8.2. 16 Decrease drywell pressure'to 9.0 + 2-0 psig , ,
- in 'ccordance a with Appendix H-2.
I Q f1 2irec & ac s 7a lb-. ~
Test Date hl Structural Engr.
/ ~]us'/P7-
> f Date 8.217 After pressure held at 9.0 + 2-0 psig for at }< 1 j least 10 min. contractor shall:
- a. Record necessary measurements off the .
primary containment wall. 1 SbD Structural Engr.
dY $ Date '
I f
- b. Record displacement measurements of the
- drywell floor.
% /$5'2_
Structural Engr. [ JDate g 8391982, ^
DNCONT ROLLL'.'
f r lnicrmation 0:; y )
-i_. - _
e . ,
=
I CS.654.001 ,
,l 1
Decrease drywell pressure to atmospheric 8.2.18 in accordance with Appendix H-2.
kire tor LA1b NO $> T Test
~
~/Date ,
~7,k'aff_Z b //21 Sttuctural Engr. i' Ifato ,
8.2.19 After drywell at atmcspheric# for at least 10 min. , contractor shall: %1
- a. Record necessary measurements off the .
crimary containment wcil.
[OY.g fOsW f Date Str :ctural Engr.
a i
- b. Inspect underside of drywall floor for cracks and examine arcas in accordance '
with Reference .5.
h 6f e Structural Engr.
7 tdlfL Date
- c. Record di.3 placement measurements of tha drywell floor.
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' 'Da t e Structural Engr.
8.2.20 Ensure all data, computer trends, and Lug Book entries are. complete and are included in _. Appendix .
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. i@a,ation G.:;y l-HG APPROVm JUN291982
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. - CS.C54.001-1 -
8.3 - DRYWEIL FLOOR BYPASS 2 LEAK TEST AT DESIGN PRESSURE 8<.3.1 Verify that test compressor capacity used for Section 8.2 was less than 5,000 scim.
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/ Ifate Test Directo / '
9.O SYSTEM RETURN TO NCRMAI! ,'"
9.1 Rett rr. all systems and valvo la.ne up to no' cal pcsitions/ status as directed by the tsst director.
i Test Director ~~D M i s
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E*ff4VED. JUN 2 31982 ,
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10.0
SUMMARY
OF ACCEPTkNCE CRITERIA
- 10.1 The priraary containment shall meet the requirement:s of response criteria > contained in References 2.5 -
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10.2 The drywell floor shall rneet the requirements of !
' response criteria contained in References 2.5 andssure of 35 psid. ,
2.11 at the drywell floor design p c
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Y* t structural Engineer
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- i 5000 cfm 10.3 With a maximum test compresser capacity of the at a naximum oressuri=ation rate of 10 psi /hr,ccfe)l/ @ [ -
volume rate o'f air into the drywell (4,2t37shall be conside
' 1 l floor seal bypcss leak rate of 10,903 scfm at 35 paid. ;
Test Director Datd .
9
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DcE l l" Structurdl Engineer
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