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CASE NUMBER 4-84-A-89 OATE OPENED 09/13/84 FACILITY NAME Wolf Creek 50-482 SUBJECT Kickbacks, coverups, qualifications in QA Dept SOURCE OF ALLEGATION Anonymous caMer NUMBER OF ALLEG. 5 ASSIGNED TO RPB-2C CROSS REF. NO.
ACTION SCHEDULED FIRST/LAST NAME L. Martin DATE ASSIGNED 09/13/84 REPORT NUMBER 1st:
2nd:
Lst:
FTS NUMBER DUE DATE ALLEGATION SUBSTANT SORT CODE A DATE CLOSED ACTION OFFICE RIV MAN HOURS REPORT PREPARATION ASSIST DETAILS: R. Herr says state of Kansas may be interested, but no Federal regulations violated if the allegations on kickbacks are true.
I, 8606250568 860618 PDR FOIA STEPHEN 85-594 PDR 3-4V E2-54
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i 4 2g dy A-n n-wt I N T E R -O F F I C E C O M M U N I C A T 10 N Fwm 3 699 (Rev. &FS)
To: AWS Structural Steel Evaluation D AT E : October 1, 1984 Inspectors '
rnou: Scott Miller
SUBJECT:
Inspection and Documentation Requirements Inspection / evaluation is to be done in accordance with AWS Dl.1-75 with the following exceptions:
-Paint and other foreign matter on welds - Paint and foreign matter will exist on most of the welds to be inspected. Evaluation of results is done knowing that welds have not been cleaned to the fullest and that
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paint does exist on most welds. Paint on welds does not lessen your ability to determine if welds are acceptable / rejectable for the intent of this inspection program. In a case where heavy paint or other foreign matter masks the weld, make an evaluation (if possible) and document results accordingly. Such as, " Portions of weld are covered with concrete,.however weld appears to s be present and full size."
-Convexity - Convexity is to be inspected per FCR l-0049-W which deletes AWS Dl.1, Section 3.3, Paragraph 3.6.1 convex-ity requirements.
-Maximum fillet weld size per 2.7.1.2 - When a weld violates the maximum size per 2.7.1.2, the weld is to be accepted with a note stating, " Weld violates paragraph 2.7.1.2."
When inspection, reveals a missing or undersized weld, the entire joint is to be "as-built" inspected and all weld sizes and length documented. "As-built" weld sizes should be as accurate as possible and should reflect any signifi-cant oversized portion of the weld.
Scott Miller SM/ls I
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i #; - - -- /Dessammen 10466-5204,16-205,1518.2, MM.24 10486- C;121.,
- C-1.22, C-[31. C-132..C-134 C-1344, C-151, C-151A, C-155, G 182, G-199, .
gy ,2F-g2521, C-295. EDR-8909, all other specificattees refusencing i -{ '
.' ammasa sur-chemss Ihe 1 en. of the Md5 51.L Code Secties A.34 pen .
3.6.1 *. stipslates ".
. entster carner joints, the eemuexity shall. j-not 'enceed the .1palue of't. pies 5.531eches h.S is the actual sine et l ..
. the fillet un4d.in inches (San Fig. -3.GC. I' Emmet messerummes 1st causestir ..*
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l Fillet welds need not satisfy the convexity limitations of.AWS D1.1 Section 3.6.1 provided that all other parameters of acceptable fillet ,
weld profile are maintained. I I The following dasign documents will be revised to include the above state-ment:
- 1. Specification 10466-C-122 ,
- 2. Specification 10466-C-132
- 3. Specification 10466-C-202A
- 4. Specification 10466-M-618.2
- 5. Specification 10466-M-635.2
- 6. Drawing 10466-C-0003
- 7. Drawing 466-C_-0A0_
- 8. Drawing ' % .', C 012:11 10466-C-OL2311 A
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Q Revision 1 coordinated with T. McGee, Civil, of Gaitharsburg and J. Coleman on October 25, 1982.
i r .L f(b. ' . S. Newcoiner Asst. Lead T.inimon Engineer DCT 2 91982 /
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+ y4.p-is.2-b INT ER O F FICE COM MU NIC ATlO N Fewen IG 99 (Rev. &FSB To: AWS Structural Steel Evaluation DATE: October 1, 1984 Inspectors rRou: Scott Miller susJECT: Inspection and Documentation Requirements Inspection / evaluation is to be done in accordance with AWS Dl.1-75 with the following exceptions:
-Paint and other foreign matter on welds - Paint and foreign matter will exist on most of the welds to be inspected. Evaluation of results is done knowing that welds have not been cleaned to the fullest and that paint does exist on most welds. Paint on welds does not lessen your ability to determine if welds are acceptable / rejectable for the intent of this inspection .
program. In a case where heavy paint or other foreign matter masks the weld, make an evaluation (if possible) and document results accordingly. Such as, " Portions of weld are covered with concrete, however weld appears to be present and full size."
-Convexity - Convexity is to be inspected per FCR.1-0049-W which deletes AWS Dl.1, Section 3.3, Paragraph 3.6.1 convex-ity requirements.
-Maximum fillet weld size per 2.7.1.2 - When a weld violates the maximum size per 2.7.1.2, the weld is to be accepted with a note stating, " Weld violates paragraph 2.7.1.2."
When inspection, reveals a missing or undersized weld, the >
entire joint is to be "as-built" inspected and all weld sizes and length documented. "As-built" weld sizes should be as accurate as possible and should reflect any signifi- .
cant oversized portion of the weld.
Wk Scott Miller SM/ls l
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L it - - ^^ - r /9ssensues 10466-M 204,18-205, 7518.2, 355.2;. 10466- Ca121.,
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C-122, C-131 C-132.. C-134.. C-134A, C-151, C-151A. C-156, C-182. C-199, "!
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,3 i- neeman wcassee ~ Ike i an. of the mes ni.I cess; secties 3.3, par. :
3.6.1;.stipu4etes ".-. . setside esmer joists, the convexity shell. 1 j- est emmend tsu . vale of e.ts pies e.53 tactee where S is the actant size et L )
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,. ATTACHMENT A TO FCR l-0049-TJ M-d'Y- N-/dl N .
4 Fillet velds need not satisfy the convexity limitations of AWS Dl.1, Section 3.6.1 provided that all other parameters of acceptable fillet veld profile are maintained.
The following design documents will be revised to include the above state-ment:
- 1. Specification 10466-C-122
- 2. Specification 10466-C-132
- 3. Specification 10466-C-202A a 4. Specification 10466-M-618.2
- 5. Specification 10466-M-635.2
- 6. Drawing 10466-C-0003
- 7. Drawing 466-C-0
- 8. Drawing '0 ,' ^ 0 011 10466-C-OL2311 1
Revision 1 coordinated with T. McGee, Civil, of Gaithersburg and J. Coleman on October 25, 1982.
e f (. ' . S. Newcoiner Asst. Lead Liaison Engineer l OCT 2 91982 /
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7__ sf-VQ.(}.tW ITF.MS OF WOM-COMPL1ANCE
- 1. QA Records ------Several packages of radiographic f iim stor ett in the DIC vault were found stored stacked. This is contrary to: ADM 07-406, paragraph 6.2.2.3.1 ANSI N45.2.9, paragraph 5.4(3), alid ANSI Pill . 4 3, paragraph 3.2. The DIC procedure does not address special storage of radiographic films.
- 2. Document Cont.rol-----Open change notices are not incorporated in accordance with QPM-6, paragraph 6.1.6, which limits the unicorporated changes to'5 or 1 year from date of' issue. 't h e Plant Set Point Document, has 60 change notices identified.
Many of t.he changes, were incorporated by Results Engineering in their monthly release of this, document. Procedures used by Results Engineering, do not provide means for i den t. i f y i ng incorporated changes. A review of the DIC Open Design Change Record, found a minimum of 16 other documents which had more than six opeli change, notices and.many chatiges exceeding the year l i m i t. . E17000 plant. electrical terminations had :.:64 open change notices datilig back t.o Aug. 82.
- 3. Test and Measuring Equipmentt----The responsible group leaders of the Mairstenance Department are not keeping the Maintenance Test and Measuring Equipment Calibration Log, as required by ADM 08-21n, paragtaph 5.3. On the first sheet of the 109, 5 pieces of equipment were identifled as having exceeding the ca!Ioration date. Recolds in the calibration lati showed that ali ; piores o f equi pmonts had hoen cal i brat ed , on .schedta l e.
s . !.. > c k o t' cal i brat liin; tags, oli eqit i pment in the electrical
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