ML20138P274

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Rev 2 to Const Procedure CCP-30A, Coating Steel Substrates Inside Reactor Bldg & Radiation Areas, Incorporating Document Change Notices 1-6
ML20138P274
Person / Time
Site: Comanche Peak, 05000000
Issue date: 11/16/1983
From: Wells M
BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
Shared Package
ML20138M609 List: ... further results
References
FOIA-85-59 CCP-30A-01, CCP-30A-1, NUDOCS 8511070033
Download: ML20138P274 (22)


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{{#Wiki_filter:r i I ( JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 6 Notice applicable to Construction Procedure No. 35-1195- CCP-30A Rev. 2 . This change will be incorporated in the next revision of the procedure. Change the procedure as follows: , Please replace the following pages with the attached: Page 6 of 13 Page 9 of 13 Page 12 of 13 ( Reviewed by: k 17 ITriginator /

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IIrown & Root Qtrality Assurahce

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Effective Date 1983 Cdn'struction Project Manager Date . 8511070033 851016 PDR FOIA -- GARDESS PDR -

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JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 5 Notice applicable to Construction Procedure No. 35-1195- rep ona Rev. 2 . This change will be incorporated in the next revision of the procedure. Change the procedure as follows: Please replace the following page with the attached: Page 1 of 1; Attachment 3 ( Reviewed by: llZ/83 ., , Y _& hwh Origin or Date ~ Brow ~n & Roet 1uality Assurfnce ' Date

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                    ,                       JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER    4 t

Notice applicable to Construction Procedure No. 35-1195- ccp_ w Rev. p . This change will be incorporated in the next revision of the procedure. Change the procedure as follows: , i Please replace the following page(s) with the attached: Page 12 of 13 Is Reviewed by: M Y ICllNB) ' A ~ - - Ywh Brown & Root Quality Assurance

                                                                                               'Alo_2 Date Originatof                       Baty Approved by:

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                                                         ' TUG'C0 ' Quality pfsurart.e M hh                       /#f//73 Construction Project Manager ' Date October 17, 1983 Effective Date

JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure 3 DOCUMENT CHANGE NOTICE NUMBER rep-30A Rev. 2 . Notice applicable to Construction Procedure No. 35-1195-This change will be incorporated in the next revision of the procedure. Change the procedure as follows: Please replace the following pages with the attached: Page 12 of 13 Page 13 of 13 Attachnent 3: Page 1 of 1 (

           **  Page 13 accompanies this DCN to show paragraphal movement only.

Reviewed by: k t 1 ~ 2t G w, //na

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                                        'Dath       Brown &~ Root Quality Assurance y Wtf Originat/r Yt           o    u       A/AAJOT Oate 13 Approved by:                                'Tddd0 Quali y Assurance
         /7te//M             ee,u    9/25/EJ Date Seotember 22, 1983 Effective Date pnytruction'ProjectManager sc                  .  .

J08 35-1195 Comanche Peak Steam Electric Station Sheet 1 of 2 Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 2 This notice applies to Construction Procedure No. 35-1195. CCP-30A Revision 2. This change will be incorporatm in the next revision of the procedure. Change the procedure as follows: , Replace the following page with the attached: Page 11 of 13 4 ( Reason for change: Additional requirement. Reviewed by:

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( . JOB 35-1195 Comanche Peak Steam Electric Station Sheet 1 of 2 construction Procedure DOCUMENT CHANGE NOTICE ENBER 1 This notice applies to Construction Procedure No. 35-1195 CCP-30A Revision 2 . This change will be incorporated in the next revision of tne procedure. Change the procedure as follows: Replace the following page with the attached: Page 11 of 13 i Reason for change: Change in requirement. Reviewed by: 7%k L/E /z-17-82. Origt :or Ca:e

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e . s . 6 BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35-1195 CCP-30A 2 9/20/82 1 of 13 TITLE: ORIGINATOR: M' k/1 'M N!80

                                                                     /,'                              / DATE C0ATING STEEL SUBSTRATES INSIDE               REVIEWED BY:      /- X/                 M'3 ' '-            ~

r R A 0 A EAS f / [k ' CATE V JU9C} ,- APPROVED BY &dd/c #f N-/ 7+1

                                                             ~ CONSTRUCTION PROJECT MANAGER                DATE o.i           TABLE OF CONTENTS
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1.0 INTRODUCTION

1.1 PURPOSE #p 1.2 SCOPE yg 1.3 GENERAL DISCUSSION g . 2.0 DEFINITIONS OF TERMS, ABBREVIATIONS AND SYMBOLS

  • f 2.1 TERMS #

U ( 2.2 ABBREVIATIONS 2.3 SYMBOLS 3.0 SPECIAL ITEMS AND OPERATIONS s. 3.1 QUALIFICATION OF PERSONNEL 3.2 SAFETY REOUIREMENTS 3.3 INSTRUMENTS AND THEIR USE 3.4 DOCUMENTATION 3.5 RECEIVING, STORING AND DISPENSING OF VENDOR APPLIED COATINGS 3.6 SPECIAL COATING PROCEDURE 3.7 TOUCH-UP & COATING OF VENDOR APPLIED COATINGS 4.0 PROCEDURE FOR COATING' l 4.1 PREPARATION OF SUBSTPATES AND C0ATING MATERIALS 4.2 SURFACE PREPARATION FOR FINISH C0AT 4.3 PREPARATION OF COATING MATERIALS . 4.4 APPLICATION OF PRIME AND FINISH C0ATING 4.5 FINAL ACCEPTANCE TESTING 4.6 HOLD POINTS 5.0 SUPPORTING INFORMATION I 5.1 ATTACHMENTS #

5.2 REFERENCES

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  -                                              PROCEDURE                                           EFFECTIVE BROWN & ROOT, INC.                   NUMBER               REVISION                       DATE              PAGE
    ,               CPSES JOB 35-1195 CCP-30A                                     2       9/20/82      2 of 13

1.0 INTRODUCTION

1.1 PURPOSE 1.1.1 The purpose of this procedure is to establish an alternate prime coat system utilizing existing topcoat system. Coatings shall be applied to the containment liners and radiation areas in accordance with specification, drawing, and manufacturer's requirements. This procedure may also be used for coating any steel substrate inside the reactor buildings scheduled to receive primer or Dimetcote 6 and Phenoline 305 finish coat manufactured by Ameron and Carboline respectively. 1.2 SCOPE I 1.2.1 The scope of this procedure covers the surface preparation and coating of Unit I and 2 steel substrates inside the reactor buildings and radiation areas scheduled to receive protective coatings. , ( 1.3 GENERAL DISCUSSION 1.3.1 All coating materials covered by this procedure shall be as manufactured by Carboline Corporation of St. Louis, Missouri or Ameron Protective Coatings Division, Brea, California. The coating system will consist of a prime coat of Dimetcote 6 by Ameron with a finish coat of Phenoline 305 by Carboline. In order to protect the prime coat from prolonged exposure, a seal coat consisting of approximately one mil of Phenoline 305, thinned in accordance with Section 4.4.2.4, may be applied over the prime coat. Surface preparation of the seal coat prior to finish coating, shall consist of solvent wiping if exposed longer than 30 days. Finish coating shall be applied when convenient prior to completion of the building --- or, prior to placement of concrete, equipment, or obstructions which would make finish coating impossible. In order to maintain traceability on protective coatings applied to shop coated steel cited for installation in the Reactor Building,( these items shall be steel stamped with a unique coating code number. The code number shall be assigned by QC Paint and applied by craft' personnel. Upon division of materials, this unique number will be transferred along with all other unique identifying numbers. 2.0 DEFINITIONS OF TERMS, ABBREVIATIONS AND SYMBOLS 2.1 TER!iS t 2.1.1 Substrate - The uncoated surface to which a coating is applied.

PROCEDURE EFFECTIVE BROWN & ROOT, INC, . NUMBER REVISION DATE PAGE CPSES I ( JOB 35-1195 CCP-30A 2 9/20/82 3 of 13 2.2 ABBREVIATIONS 2.2.1 (NONE) 2.3 SYMBOLS 2.3.1 (NONE) 3.0 SPECIAL ITEMS AND OPERATIONS 3.1 QUALIFICATION OF PERSONNEL 3.1.1 Coating application personnel shall be qualified per previous experience and practical application. In addition, each paint-er shall have been instructed by the Paint Superintendent or his representative in the use of the product as consistent with carboline's and Ameron training procedures, which includes both classroom instruction and a field application demonstration. This shall be verified by completing a form similar to Attachment 1. This form shall be executed by the B&R Paint Superintendent or his representative. A coating manufacturer's representative will ( be available for technical supervision upon initial painting effort. Applicators performing work to Attachment 2 shall be qualified for "Q" coatings, when applicable.

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3.2 SAFETY REQUIREMENTS 3.2.1 All appropriate health, safety, and fire protection requirements pertaining to surface preparation and coating application shall be followed. It shall be the responsibility of the Safety Department Representative who will be present to establish the frequency of monitoring of the coating work. 3.3 INSTRUMENTS AND THEIR USE 3.3.1 The painting Foreman and General Foreman shall have access to and be familiar with the use of all instruments necessary to insure efficiency of coating applications. This shall include surface profile comparators, holiday detectors, thermometers, and wet and dry film gauges. Viscosity measuring devices will not be used. k

_. . .. _ _ __ _ _ . _ _ . - _ _ _ _ _ _ _ _ . _ _ _ _ _ .. _ _ _ .. m j . . . ,1 ' , I- PROCEDURE EFFECTIVE 1 BROWN & ROOT, INC. NUMBER REVISION DATE .PAGE CPSES l [ ! JOB 35-1195 i CCP-30A 2 l 9/20/82 4 of 13 i i 1 Wat film gauges will be randomly used during coating appit- .: cation as an aid to field personnel on Phenoline 305 only. I Readings will be limited to the minimum necessary to control ! coating thickness. 3.4 DOCUMENTATION i J 3.4.1 Records shall be maintained on Attachments 1 and 2 listed in 5 Section 5.1. Af ter completions, each form shall be forwarded to j the Brown & Root Document Control Center for filing and distri-  ; j bution to the various parties as listed on the distribution sheet. j 3.5 RECEIVING, STORAGE AND DIS HNSING OF COATING MATERIALS i ) 3.5.1 Receiving and Storage - Upon receipt of a shipment of coating l materials, the B&R QC Representative accepting shipment shall l be responsible for completing all necessary receiving inspection l i documentation. General receiving procedures shall be done in i i accordance with Brown & Root Construction Procedure CP-CPM 8.1. . i It shall then be segregated from Non "Q" materials and stored in i i' the paint storage kuilding where temperatures will be maintained -!

!                                                  between 450F - 110*F.           Inf '9"*nt dip 5 1" ^$r t'"'*r't"r* 1"                      l storage areas as low as 325 F for up to 24 hours is acceptable.                             t

. Temporary storage may be required at the receiving warehouse due l to receiving or other problems.  ; i l j 3.5.2 Dispensing - When coating materials are needed in the field, they

shall be transferred from the controlled storage area to temporary storage in the field; due to limited shelf-life this shall be >

j done on a "first-in", "first-out" basis. After materials have been partially used from an individual container, the same container cannot be resealed and returned to "Q" storage area. Containers  ; i opened and partially used in the "Q" paint storage area may be  ! l resealed and the contents used for later "Q" painting. With the ' ! exception of thinners, the contents from partially used containers j will not be reused after a period of one week has elapsed from  ! j date of initial opening. i l 3.6 SPECIAL COATING PROCEDURE l 3.6.1 When items require special coating not covered under the content i of this document, the appropriate Project Engineer (Mechanical, I

Civil Electrical) shall complete Attachment 2 and transmit it to (

the Paint Superintendent. A log of all procedures from Attachnent '

2 shall be maintained by the Project Mechanical Engineer. The t
following information shall be filled out on each procedure.

1 i i  ! 4 I

BROWN & ROOT, INC. PROCEDURE REVISION EFFECTIVE DATE l PAGE NUMBER l CPSES ( JOB 35-1195 l CCP-30A i 2 9/20/82 5 of 13 3.6.2 Each procedure shall be given a unique number. The scope will describe the working limits of the procedure with detailed work requirements being listed under the requirements section. The approvals section shall have signatures of the following: Project Discipline Engineer (Mechanical, Civil, etc.). TUGC0 Quality Engineering if coating of item is safety related. TUSI representative when required. Engineer who prepared document, and a revision number and date. Upon completion of the document, distribution shall be made to all holders of this procedure. 3.7 TOUCH-UP AND FINISH COATING OF VENDOR APPLIED COATINGS 3.7.1 Prior to touch-up of primer or application of topcoat, an adhesion test shall be perfonned by the Brown & Root QC Department. If results are acceptable, work may proceed in accordance with sections 4.4.2.2 through 4.4.2.9. 3.7.2 The QC Inspector or his representative shall notify the responsible area engineer and/or the Paint Superintendent as soon as possible after receipt of a non-conforming item in need of paint repair to allow time for Attachment 2 preparation and a planned schedule for . l repair. 4.0 PROCEDURE FOR COATING 4.1 PREPARATION OF SUBSTRATES AND C0ATING MATERIALS Surface Preparation for Primer - Final surface preparation shall not begin unless the temperature of the surface to be blasted and/or power tooled is 5"F above the dew point. If needed, the surface to be primed shall then be cleaned of any heavy oil or grease deposits in accordance with SSPC-SP-1-63 " Solvent Cleaning". Small amounts of grease or oil deposits may be removed by blast operations. The, surface shall then be cleaned by blast, hand or power tool operations to achieve an equivalent of SSPC-SP10-63, "near white" blast cleaning. Although 1-3 mil. surface profile is preferred, a minimum of 1 mil. profile is required. After the above surface preparation, the surface to be primed shall be air blasted and/or solvent wiped to remove dust, sand or foreign contaminants from the surface. Air blasting shall not be performed where air-borne contaminants could adhere to tacky paint. Suffi-cient time shall be provided to allow suspended particles to settle before beginning primer application. If rust forms after st.rface preparation, the rusted area shall be re-cleaneo before primer application. Under no case shall a blast, hand, or power tool cleaned surface be exposed for more than 24 hours prior to priming without additional cleaning of the surface. When applying coatings that will be joined together by a later coating operation, the interface shall be constructed as follows:

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PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE CPSES , JOB 35-1195 CCP-30A 2 9/20/82 6 of 13

a. Blasting using no border tape - Overblast the steel to near white meatal approximately 12" - 18" beyond the point which will receive primer. Hold back approximately 12" - 18" from edge of blasted area when applying primer.
b. Blast, hand or power tool cleaning using border tape - Clean the steel to near white metal approximately 3" - 6" beyond the point which will receive primer. Place border tape approximately 1" in
from edge of cleaned area and prime. When applying seal or finish coat on either of above methods hold back approximately 12" - 18" i from edge of primer.

L

!               4.1.2       Removal of weld spatter and other minor surface imperfections (not to
!                           exceed .031" for containment liners) - If needed, weld spatter omitted by
!                           others will be removed by Painting Personnel in accordance with SSPC-SP-2 l                           and SSPC-SP-3. If it is determined that surface defects are severe enough j                           to require later repair, the area to be repaired will be blocked out and spot painted at a later date. All protrusions and peaks shall be ground to a rounded contour.

4.1.3 If coating removal is required from an area or item which has previously ( been coated in accordance with this procedure, shadows or tight residue j of primer which may remain in the profile of the previously prepared sub-strate is acceptable. However, areas with residues of Carboline 191 I Primer shall be recoated with Carboline 191 Primer. Areas with residues of inorganic zine may be coated with either inorganic zine or Carboline 191 Primer. It is not required that such areas meet the criteria of SSPC-SP13 or SSPC-SP6. 4.2 SURFACE PREPARATION FOR FINISH C0AT h 4.2.1 Surface preparation for the finish coat shall consist of the removal, if g needed, of any oil or grease. This shall be accomplished by the use of a manufacturer recommended cleanser or cleansing method on areas that have j been seal-coated. On areas where the Carbo Zine 11 primer is exposed, oil i and grease will be temoved by sand blasting, hand, or power tool grinding, i and needle scaling and then by solvent wiping the area prtet to replaceing I the primer. Power tool grinding and needle scaling should yield surface cleanliness equal to that of SSPC-SP-10 "near white" blast cleaning. Power , tooled areas should be kept to a minimum however no size limitation is imposed providing acceptable surface cleanliness is achieved. < 4.2.2 The ambient temperature and relative humidity shall be measured to determine the dew point temperature. Phenoline 305 finish shall not be applied unless the substrate temperature is 5'T or more abovT*the dew point. , i a L_____ _ ______CCP _30A R_ev._2 DCNf_6_ _ _ _ _ _ _ _ _m2 __ _ _-_ _ 11/16/83 Sheet 2 of 4

PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE CPSES , JOB 35-1195 l CCP-30A 2 9/20/82 7 of 13 4.3 PREPARATION OF C0ATING MATERIALS 4.3.1 Primer - The primer Dimetcote 6, is packaged in a two compo-nent kit consisting of a base and zine filler. The base shall be thoroughly mixed first. Zinc filler shall then be added un-der constant agitation and mixed until free of lumps. Partial mixes shall be mixed by weight in a proportion of 6.4 parts base to 15 parts zine filler using a suitable scale to achieve a plus or minus 2 percent accuracy. The mixture shall then be strained through a 30-mesh screen. Viscosity shall be controlled by add-ing thinner as required up to the maximum allowed by the latest revision of Dimetcote 6 application instructions. Primer coat shall be reddish gray, Pot life of Dimetcote 6 shall be 24 hours. 4.3.2 Finish Coat - The finish coat consists of carbolines Phenoline 305, to which is added a catalyst. This shall be thoroughly ...ixed while combining in a ratio by volume, of four parts Phenoline 305 to one part catalyst; the finish color shall be as required by the governing specification. Viscosity control shall be accomplished by adding thinner as required, but shall not exceed two quarts of thinner per g gallon of 305. Pot life for finish coating shall be in accordance

  • with Attachment 3.

4.4 APPLICATION OF PRIME AND FINISH COATING 4.4.1 Prime Coat: (Ameron Dimetcote 6) 4.4.1.1 Coating materials shall be applied using conventional spray equip-ment with agitated pressure pots having a maximum hose length of 75 feet. The primer shall be allowed to become tack free before start of other construction operations which could create contam-ination problems. Any runs or sags having a detrimental effect on the coating system shall be renoved and repaired. The following application parameters shall also be followed:

1. Nogmal conditions pf ambignt and surface temperature shall be 40 - 120*F and 40" ~ 130 F, respectively; however, primer may be applied within an ambient gange of 0" - 1300F and a surface temperature range of 00 - 200 F. Under other than normal conditions, it may be advisable to use more thinner to reduce dry spray. If surface temperature is above 850 F, it is advis-able to use between 1 pint and 2 quarts of Amercoat thinner
                      #101 per gallon of Dimetcote 6 to get wet application.

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                                             =X

PROCEDURE BROWN & ROOT, INC. NUMBER REVISION EFFECTIVE DATE l PAGE l CPSES l  :

                                                         '           l JOB 35-1195                                                          l CCP-30A   i     2      l 9/20/82      I   8 of 13
2. Humidity values may vary from 10 to 95% however, coating shall not be applied to a wet or damp surface.
3. Thickness of prime coat shall be a minimum dry film of 2 mils and a maximum of 5 mils. Minimum spot test values shall be 1.5 mils and 5.5 mils respectively.
4. A double regulated pot having an adequate air volume supply shall be used.
5. As a guide, coating materials shall be applied using a 50%

overlap with each pass while holding the gun 8-10 inches from the surface. Cross hatch application is permissible.

6. Curing time shall be as follows, depending upon approximate surface temperature and relative humidity conditions:

Curing Time TEMPERATURE WITH OVER 50% R.H. Before Toccoating 40 - 990 24 hours . 1000 and above 12 hours 0 NOTE: When water curing, below 40 F, and/or below 50% R.H., rely on " coin test" method for determining cure. " Coin Test" is defined as: the coating is sufficiently cured for topcoat when the coating may be burnished rather than removed when rubbed with the flat portion of a coin such as a nickle. If required, the cure of Dimetcote 6 may be accelerated by use of water spray af ter allowing at least one hour cure af ter applica-tion. This shall be done as of ten as required using clean water having a ph range of 6 to 8. If used, a filter system will be installed in order to assure proper cleanliness of the curing water. - 4.4.1.2 Recoating of Dimetcote 6 Primer - Surface shall be free of all oil, grease and other contaminants. (Remove oil or grease per Section 4.2.1) A wash down with Trisodium Phosphate (T.S.P.) or detergent, using a stiff bristle brush, followed by flushing with fresh water is required. Do not solvent wipe the surface as a final cleaning method. If no major defects as defined in Section 4.4.2.9 are present and the primed surface to be recoated is cured and prepared in accordance with this procedure, recoating may be performed .

r PROCEDURE EFFCCT8VE f BROWN & ROOT, INC. NUMBER REVISION DATE PAGE CPSES ( JOB 35-1195 CCP-30A 2 9/20/82 9 of 13 4.4.1.3 Repair of Sags and Runs - Sags or runs in excess of 5.5 mils will be abraded with an aluminum screen or sandpaper to 2.0 to 5.5. mils. Sags or runs 5.5. mils or less which sholv no evidence of mud-cracking will not be repaired. If coating surface is satisfactory after abrading, then Carbolines finish coat may be applied; however, if coating surface in unsatisf actory, blast, hand abrade or power tool grind to near white metal is required and primer coat re-applied. A satisfactory corating is considered one having no mud-cracking to the metal surface as visible to the unaided eye. 4.4.1.4 Brush touch-up painting shall be done on the prime coat in accordance with the following: Prime Coat:

1. Dimetcote 6 application instruction R 11-78. Max. allowable touchup - 144 square inches.
2. Dimetcote 6 Product bulletin R 6-79.

4.4.1.5 Repair of Embedded Foreign Particles - Embedded foreign particles e shall be removed by abrading. If low millage or major defects

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result, recoat or repair per section 4.4.1.2 or section 4.4.2.9 respectively. 4.4.1.6 Treatment of Stains - Remove residue, though not necessarily the stain with bristle brush and water or Carboline Thinner #33 or Amercoat #12 cleaner. Allow to dry thoroughly. 4.4.1.7 Coating Interface - Refer to Section 4.4.3.0 for coating interfacing. 4.4.2 Finish Coat; Carboline, Phenoline 305 , 4.4.2.1 Finish coating shall be applied using conventional, airless, brush i or roller. Weld seams, edges and other sharp geometrical discon-tinuities may receive an initial coat of 1-2 mils finish coattng thinned by using two quarts Phenoline Thinner per each gathn kit of , Phenoline 305. To aid in continuity at edges, edges may be " striped" with Phenoline unthinned instead of the 50% mixture as stated above. In either " striping" or initial coating of edges, velds, etc., time should be allotted for the coating to harden sufficiently to maintain a " sealing" effect prior to continuing coating operations. The initial coatir.g of edges, strtoing, etc., as stated above, shall be considered part of the total initial finish coating operation. The material shall be allowed to become tack free before any other consTr'uction operations proceed which could create contamination problems by dust or other foreign matter. A continuity check shall be performed in accordance

 ;                     with NACE T-6F-3 Condition "C". No gross discontinuities are accept-able such as holidays, voids, skips, bubbles, and misses. Any runs or sags having a detrimental ef fect on the coating system shall be removed CCP-30A Rev. 2 DCfl #6                _             11/16/83          Sheet 3 of 4

PROCEDURE EFFECTIVE BROWN & ROOT, INC. NUM8ER REVISION DATE PAGE CPSES ( ' JOB 35-1195 CCP-30A i 2 9/20/82 10 of 13 and repaired. The following application parameters shall govern:

1. , The permissible range of surface and ambient temperature for application shall be 500 - 120 0F, After the materjal has become " tack free", taperature may rise above 12(FF. Pheno-line 305 may be thinned up to 2 quarts of Phenoline Thinner per gallon mix. The ratio of thinner to Phenoline will be that which gives the best workable mix; 1.e., usually advantageous to use more thinner at lower taperatures.
2. Minimum and maximum values of relative humidity shall be 0%

and 85% respectively. .

3. As a guide, coating material shall be applied using a 50% over-lap with each pass while holding the gun 8-10 inches from the surface.
4. Curing and time to recoat Phenoline 305 shall be as shown below:

Between Coats Te perature F Final Cure . ( 72 hours 50 - 59 12 days - 36 hours 60 - 74 8 days 18 hours 75 - 89 4 days 12 hours 90 and above 2 days Phenoline thinned at 50% and applied as a seal coat may be recoated after 4 hours cure at or above 75 0F,

5. Tack free shall be defined as the extent of cure which foreign contaminants will not adhere to the coating.
6. The total coating syste shall have a dry film thickness range of 7-11 mils with a minimum spot check of 7 mils and a maximum spot check of 11.5 mils.

4.4.2.2 Repair of Runs and Sags - Runs or sags will be abraded until the DFT of the Phenoline 305 is within 1.9 - 4.5 mils. If cracks are visible, then runs and sags will be reoved to primer by power tool grinding followed by solvent wiping. If no cracking occurs, top coat will be considered acceptable. Refer to Section 4.4.2.1(4) for cure to recoat time. 4.4.2.3 Repair of Embedded Foreign Particles - Foreign particles shall be removed by abrading and then recosted as outlined in the repair of pinholes and discontinuities. Refer to Section 4.4.2.1(4) for recoating times. s. t

g i PROCEDURE . EFFECTIVE BROWN & ROOT, INC. NUMBER l REVISION ! DATE j PAGE ( CPSES 1 JOB 35-1195 l i l CCP-30A l 2 i 9/20/82 l 11 of 13 i 4 4.4.2.4 Repair of Pinholes and Discontinuities - Leose particles shall be removed by brushing or vacuum. The entire area

,                                 shall then be solvent wiped using Phenoline 305 Thinner and i                                  recoated using thinned down Phenoline 305 consisting of

, two quarts Phenoline Thinner per each gallon kit of Pheno- , line 305 a (See Section 4.4.2.1(4)pplied at approximately for recoating time.) 1-2 mils DFT. 4.4.2.5 Repair of Scratches and Damaged Areas - Any scratches or - 3 damaged areas will be abraded until loosely adherent particles are removed. The area will then be solvent wiped (Amercoat 12

!                                 cleaner for primer, Phenoline Thinner #305 or xylol for topcoat),

i and repaired with appropriate coating, i.e., Phenoline 305 if damage does not extend to primer; Dimetcote 6 and Phenoline 305 1 4 if primer is damaged (if area is considered a major defect). Thic k-  ! 1 ness shall be as required for the pertinent coating. If damage ) extends to metal and is considered a major defect (Refer to Section - 4.4.2.9), damaged area will be blasted, hand or machine ground until bare metal is exposed. All edges of existing coating around peri-l meter of cleaned area shall be feathered back a sufficient amount to ensure i smooth blend with existing coating. , 4.4.2.6 Brush touch-up painting shall be done on the finish coat in accordance with the following: l '

1. Carbol'ne Application Instruction (Phenoline 305) Bulletin 775.
2. Carboline Product Data Sheet (Phenoline 305 Primer and Finish)

Bulletin 473. Brush touch-up and complete application is allowed with no area restrictions. 4.4.2.7 Treatmut of Rust Stains - If surface is contaminated with rust stains or minute metallic particles, then surface shall be pre-

!                                 pared by solvent wiping with Phenoline 305 Thinner or xylol and i                                 overcoating with a coat of Phenoline 305 prepared in accordance with Section 4.4.2.4.

4.4.2.8 Repair of Topcoat and/or 0-6 Minor Defect - (Minor defects are de-fined as an area, either circular or linear, in which a " diameter circle could not be completely inscribed at any point along the , entire length.) Blast or abrade, by machine or hand, the Pheno-  ; line 305 finish surrounding the damaged areas and clean any exposed I steel to ensure contaminant free surface. Solvent wipe the sur- l': rounding 305 finish with Carboline 305 thinner or xylol. Spray or  ! brush Phenoline 305 finish at approximately 4 mil DFT over the

' damaged area. Onclap onto the surrounding coating a sufficient amount to insure a smooth and continuous toccoat system. ,

___ _ _ _ ____la2fMYn___r W _3 Er m m __ nono m . cemn a ca o

i PROCEDURE EFFECTlVE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE CPSES JOB 35-1195 CCP-30A 2 9/20/82 12 of 13 4.4.2.9 Repair of Phenoline 305 Topcoat and/or Dimetcote 6 Primer Major Defects - (Major defects are defined as an area, either circular or linear, in which a " diameter circle could be completely inscribed at any point or along the entire length.) Spot blast or abrade, machine or hand, the damaged area. Power tool or hand abrading must be very thorough in order to prepare the surface for Dimetcote 6 touch-up. The surface shall not be polished by wire brushing or other means. 4.4.3.0 Coating Interface - At coating interface for finish and/or primer coat, the existing coating shall be " feathered back" a sufficient distance to ensure a smooth final coating system. When performing coating interfacing the interface of the, coatings or systems shall be a maximum of approximately 1 inch in width. Within the inter-face area, overlapping of any materials or systems is acceptable. 4.4.3.1 Cure of Minor Topcoat Repair - Minor defects, as defined in Section 4.4.2.8, which are noted in the topcoat and repaired, may be inspected for final acceptance af ter cure to recoat time as stated in Section 4.4.2.1(4) has been satisfied. Full cure to topcoat repairs shall be satisfied prior to placement into service.

 /         4.5       FINAL ACCEPTANCE TESTING

( 4.5.1 Final acceptance inspection may be performed after a minimum topcoat cure of 24 hours and cure for recoat time as stated in section 4.4.2.1 paragraph 4 is satisfied. Touch up of minor defects, as described in section 4.4.2.8 of this procedure may be done at time of final inspection without later reinspection of the repair. I Af ter final inspection and resolution of all discrepancies are completed the QC inspector shall document the final acceptance by completing and I signing the final acceptance record. A copy will then be transmitted  ! to the B&R Paint Superintendent as soon as possible after final accept- 9 ance is made. . j 4.6 HOLD POINTS 4.6.1 Onsite reciept of coating matierials. 4.6.2 Substrates before and following surface preparation 4.6.3 Mixing and preparation of coating material for application. 4.6.4 Film characteristics after drying and curing. 4.6.5 Control of ambient conditions and surface temperatures during all phases of the coating work. CCP-30A Rev. 2 DCN #6 11/16/83 Sheet 4 of 4

O i EFFECTIVE , PROCEDURE BROWN & ROOT, INC. NUMBER REVISION DATE PAGE CPSES ( JOB 35-1195 CCP-30A 2 9/20/82 13 of 13 l' 5.0 SUPPORTING INFORMATION 5.1 ATTACHMENTS

1. Painter Qualification Record
2. Special Coating Procedure
3. Pot Life Phenoline 305

5.2 REFERENCES

1. Gibbs & Hill Specification 2323-SS-14
                           " Containment Steel Liner", Latest Revision
2. Steel Structures Paint Council Volume 2. Second Edition
3. Carboline Corporation " Application Instructions",

October 76-N Revision, and 473, latest Revision

4. Ameron Protective Coating Division Dimetcote 6
                           " Application Instructions". R 11-78, Dimetcote 6

( Production Bulletin R 6-79

6. Gibbs & Hill Specification 2323-AS-31,
                           " Protective Coatings", Latest Revision i
7. Gibbs & Hill Specification 2323-MS-101, i
                           " Equipment Erection", Latest Revision                                    l l
8. Gibbs & Hill Specification 2323-MS-438, l
                           " Nuclear Piping", Latest Revision                                         '
           .           9. Gibbs & Hill Specification 2323-MS-44B,                                    '
                           "Non-Nuclear Piping"                                                       i
10. Gibbs & Hill Specification 2323-MS-100,
                           " Piping Erection"                                     --
11. Gibbs & Hill Specification 2323-SS-17, i
                           " Miscellaneous Steel", Latest Revision l

1 l

\

CCP-30A Rev. 2 DCN #3 9/22/83 Sheet 3 of 4

PROCEDURE I i EFFECTIVE i BROWN & ROOT, INC. NUMBER i REVISION DATE PAGE l i CPSES ( JOB 35-1195 4 CCP-30A I 2 :l 9/20/82 l 1 of 2 ATTACHMENT 1 ! BROWN & ROOT, INC. COMANCNE PEAK STEAM ELECTRIC STATION Painter Qualification Record GENERAL DATA l l Date Report Number l TECHNICAL DATA , ( Name of Painter Susuary of Field Experience i 1 Experience with Following Product Types i Application Test for Soecified Substrate 4 l Additional Qualifications (Schect)

Signature i Aoplicatcr's Fiele Supervisor Distribution
Painting Suot.

1 Q.C. Depart:nent Tugco QA Vault (Origina_11 I _ _ _ . _ , - - . _ - _ , _ - . . ,_ . . . - . _ , . , _ - . . . _ _ , - _ . _. _ _ _ _ _ _ . . _ _ . . . . . . _ . ~ _ - _ _ _ _

I rKW tuunt EffECTEvC BROWN & ROOT, INC. NUMBER REVISION DATE PAGE CPSES ( JOB 35-1195 CCP-30A 2 9/20/82 2 of 2 ATTACMENT 2 "Q" Coating Sheet of Procedure a "Non-Q" Coating Rev. Date SPECIAL COATING PROCEDURE NO.

            ' SCOPE REQUIREMENTS:

k . REFERENCE DOCUMENTS APPROVALS PDE 0A/QC TUSI ( ENGINEER REV. DATE: 7g?:-

PROCECUPE E FECTIVE i BROWN & ROOT, INC. NUMBER REVISION DATE PAGE

                 ,           CPSES

(  ! j JOB ,35-1195 l CCP-30A 2 9/20/82 1 of I 1

               ?

ATTACHMENT 3 I POT LIFE PHENOLINE 305 5 TEMPERATURE ( *F) UNTHINNED THINNED-50% 50-54 10 hrs 24 hrs

               +

55-59 7 hrs 24 hrs i

               !                     60-64                         4 hrs                        24 hrs 65-69                         3 hrs .                      24 hrs 70-74                          2 hrs                       24 hrs 75-79                         1 hrs                        24 hrs               .

80-84 1 hrs 24 hrs ' 85-89 1h hrs 24 hrs i 90-95 1 hrs 24 hrs  ! Pot life stated above for unthinned coatings are the rec:r mended  ! times and should be utilized as a guideline for coating u age time, I however, actual pot life may be longer. For unthinned coatings or coatings thinned 50* or less, actual pot life is determined by the applicability of the coating. l l i nom . CCP-30A Rev. 2 DCH F5 11/3/83 Sheet 2 of 2

                                                             . .]Q.-
  .e ..  .

4 TEXAS UTILITIES GENERATING CO.411%NY

                      ,- u s w u i . . w . . . ... s . . r i . . . n . -i . .. . i. . .. . - i . . e . . . , = i , u m i u.. .

March 29, 1984

              \

t i Drs. L. R. Abramson and D. Lurie Applied Statistics Branch ' U. S. Nuclear Regulatory Commission j Washington, D.C. 20555 Doctors: Attached please find a complete copy of the infonnation you requested regarding the results of the protective coatings backfit inspection program. All estimates are conservative, i.e., they have been estimated in such a manner as to result in a larger amount of coatings on the exempt log than necessary. l If you have any questions, I may be contacted at (817) 897-2981, l Ext. 327 or (214) 979-8865. 4 1 i LTM.' Bielfeld6 r*- W i Quality Enginebring Supervisor

LMB /bil

! Attachment 1 I s 1 4 pf,#=#es.%e*P'FP4e=t'fik#F#P= #d.ee FN#. e e s te e e g 6 I

  - () V Vavm     s      -
                                      .                              -                                                                                       - -=

t FURTHER DATA REQUIREMENTS FOR ANALYSIS OF PROTECTIVE C0ATING s BACKFIT INSPECTION PROGRAM g ,,; ; , f, (, - .

                                                                                                                             *rsz c 4-9 7 3 vi;$2 4                                                               ,
1. Concrete (Units 1 and 2)
               \

570, 000 sq. ft. y,y y A. Total size (estimate): 1

                                                                                                  #                              cc 1                                        -

1 B. Total # adhesion tests: 2822 ..o n = C. Total # adhesion test failures: I wp b *

                                                                                                               ,g Total # recorded dft readings:             11,000 D.

122 E. Total # recorded dft readings failed:

                                                                                                                                                                               .4 i

see Attachment A F. Evaluation of size of defective areas: Not available ,

            *G. Total 3 test areas w/both adhesion & dft failures:

4 y

                                                                                                      +

l

11. Steel Liner (Units 1 and 2) t J  !

290,000 sq. ft. p y-A. Total size (estimate): B. Total # adhesion tests: 1622 h, '

                                                                               . o(>'[ ,     '      '

Total # adhesion test f ailures: 6

     /S'
         /     C.

D. Total # recorded dft readings: 6680 , Total # recorded df t readings f ailed: 137 4 E. see Attachment A F. Evaluation of size of defective areas: Not available

             *G.      Total # test areas w/both adhesion & dft failures:

4 111. Miscellaneous Steel : Pipe Supports (Unit 1) 15 sq. ft. A. Average size (estimate): r; 4520 g B. Total # items in backfit scope (estimate): , .. C. Total # items tested (in sample): 230

                                                                                ~

g[;t'~ i 1 5 D. Total # items with adhesion failure (s) only: r r" f'

                                                                                                             ,                 ,7 9

4 j e_ *, g s 3 .

                                                             ,                                                                 '
  • I -
  • optional 9
                         .              , , - -           ,-      4      .-     , . - .              -

I 3 . Jcw 2 E. Total # items with dft failure (s) only: 17 p F. Total # items with adhesion and dft failures: 0 IV. Miscellaneous Steel : Cable Tray Supports (Unit 1) A. Average size (estimate): 11 sq. ft.

                     \

B. Total # items in backfit scope (estimate): 755 C. Total # items tested (in sample): 297 O. Total # items with adhesion failure (s) only: 2 E. Total # items with dft failure (s) only: 34 Fr f,M e /q F. Total # items with adhesion and dft failures: 1 V. Miscellaneous Steel : Conduit Supports (Unit 1) A. Average size (estimate): 8 sq. ft. B. total # items in backfit scope (estimate): 4812 C. Total # items tested: 225 - D. Total # items with adhesion failure (s) only: 1 4 4, E. Total # items with dft failure (s) only: 10 7 "f, '! i F. Total # items with adhesion and dft failures: 0 VI. Miscellaneous Steel : Other (Unit 1) I A. Average size (estimate): Not available. Total estimated area r 46,670 sq. f t. B. Total # items in backfit scope (estimate): Not available C. Total # items tested: 765

                                                                                                             .:t Total # items with adhesion failure (s) only:                            #"# '

D. 9 I '

E. total # items with dft failure (s) only
65 -

F. Total # items with adhesion and dft failures: 2 l l t t

,  ,.             c i <

ATTACHMENT A i

1. Concrete F. The adhesion failure was isolated to an area of 400 square feet.

i N l The dft failures were isolated to total areas of 2201 sq. ft. for

low millage and 141 sq. ft. for high millage.

4 II. Steel Liner F. The adhesion failures were isolated to a total area of 24 square feet. j The dft failures were isolated to total areas of 1316 sq. ft. for low millage

and 1139 sq. ft. for high millage.

e f I f I E 4 4 1 4 i

    - 1,,--e .sem wn            ,       ,,          ~ ,e., , , . , , ,,,v.,,~.n       g,--    .--,,yngnnn,y-n ,,.,-.,g y , , -n. .,m.m-,-3,,a   ye... -     w r,,w . m e w y.,      r e ,n    m,.

TENAS UTILITIES GENERATING COMinNY

  • P O BOX 1002 GI FN HOSE TEXAS 1W3 April 17, 1984 s

Drs. L. R. Abramson and D. Lurie Applied Statistics Branch U. S. Nuclear Regulatory Comission k'ashington, D.C. 20555 Doctors: Per your request, the concrete and steel liner data have been changed to refelct Unit I results only (see attached). As I stated in our phone conversation on April 2, all of the information which I have provided to you has been for primer only. If you have any questions, I may be contacted at (817) 897-2981 Ext. 327or(214)979-8865. l L. M. Bielfeldt # b & Quality Engineering Supervisor LMB /bil Attachment i

                       &Y
   ~ . .

PROTECTIVE C0ATING BACKFIT INSPECTION PROGRAM UNIT 1 PRIMER Concrete I.

                                                                                ..~    '

A. Total size (estimate): }p5,000sq.ft. e" ([f,'s l,eC

                                                                                .'. , /pi B. Total number adhesion tests:   1691 C. Total number adhesion test failures: 0 D. Total number recorded dft readings: 4623 E. Total number recorded dft readings failed:   101 II. Steel Liner A. Totalsize(estimate):     145,000 sq. ft.

B. Total number adhesion tests: 405 C. Total number adhesion test failures: 2 D. Total number recorded dft readings: 1494 E. Total number recorded dft readings failed: 105 k}}