ML20011F449
ML20011F449 | |
Person / Time | |
---|---|
Site: | Calvert Cliffs |
Issue date: | 02/28/1990 |
From: | Creel G BALTIMORE GAS & ELECTRIC CO. |
To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
References | |
NUDOCS 9003060048 | |
Download: ML20011F449 (128) | |
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I' 4 BALTIMdRE - g h
' GAS AND-
[ ELECTRIC CHARLES CENTER P.O. BOX 1475 BALTIMORE, MARYLAND 21203 Gronot C. Cnect Vict Passiotut February 28, 1990-Nuctt An Entnov (300 #60 44Sh !
U. S. Nuclear Regulatory Commission Washington, DC 20555
' ATTENTION: Document Contrcl Desk l
SUBJECT:
Calvert Cliffs Nuclear Power r" ant , _
Unit Nos.'I & 2; Docket Nos, N-317 & 50-318 .
1989 Steam Generator Insoection Results Report
REFERENCES:
(a)~ Calvert Cliffs Units I and 2 Technical Specification 6.9.1.5.b (b) Letter - to NRC from G. C. Creel (DG&E), dated Unit 2 Steam Generator Tubes Plugged Gentlemen:
a Reference (a) requires that we report, on _ an annual basis, the results of steam '
generator tube examinations conducted in the past year. This report includes the _
number and extent of tubes examined, imperfections noted and the identity of tubes- 1 plugged. No; steam generator tube examinations were conducted on Unit i during 1989. L Enclosed please find the report of steam t,enerator tube examinations conducted on Unit -i 2 during 1989. Reference (b) reports the Calvert Cliffs Unit 2 1989 steam generator
-tube plugging results.
Should you have any further questions regarding this matter, we will be pleased to discuss them with you.
1 Very truly yours, C
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- d. .
GCC/DWM/bjd f
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Attachments cc: D. A. Brune, Esquire (w/o attachments)
J. E. Silberg, Esquire (w/o attachments)
R. A. Capra, NRC (w/o attachments)
D. G. Mcdonald, Jr., NRC
]f 0g[t W. T. Russell, NRC J. E. Beall, NRC T. Magette, DNR 4 9003060048 900228 hj PDR::ADOCK 05000317 y~
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...x. e . ...... . .. e,e.:.. m o ... ..e se. i+e. ei s e. em +..+.. o.or::. e cas e e e. ++na POpo 3 PICnt CALVERT CLITTS UNIT 2 Stoco Gonorotors 3; Catego: 4/89 QUERY: SLUDGE HEIGHT IN SG 21 HOT LEG, 4 /89 0'JTAGE 1
4
,73 ROW LIWE OUTAGE INDICATION VALUE VOLTS LOCATION INCHES
( '/ .
3 3
27 37 4/89 4/89 SLUDGE SLUDGE 0.00 0.00 HTS-SP HTS-$r
+
1.00 0.80 i
l 3 47 4/89 SLUDGE 0.00 HTS-Er + 2.50 3 57 4/89 SLUDGE 0.00 HTS-SP + 3.70 3 107 4/89 SLUDGE 0.00 HTS-ST + 1.90 l 3 117 4/89 SLUDGE 0.00 HTS-ST + 3.50 !
3 127 4/89 SLUDGE 0.00 HTS-ST + 0.80 l 3 137 4/89 SLUDGE 0.00 HTS-ST + 0.80 1 7 bl 4/89 SLUDGE 0.00 HTS-ST + 3.40 8 32 4/89 SLUDGE 0.00 HTS-SP + 3.20 8 42 4/89 SLUDGE 0.00 HTS-ST + 2.30 8 52 4/89 SLUDGE 0.00 HTS-ST + 5.10 8 112 4/89 SLUDGE 0.00 HTS-SP + 5.40 ,
8 *2 4/89 SLUDGE 0.00 HTS-SP '+ 1.80 8 )32 1 4/89 SLUDGE 0.00 HTS-ST + 2.40 13 2'/ 4/89 SLUDGE 0.00 HTS-ST + 6.30 13 37 4/89 SLUDGE 0.00 HTS-ST + 5.10 13 47 4/89 SLUDGE 0.00 HTS-SP + 5.70 13 57 4/89 SLUDGE 0.00 HTS-SP + 6.30 13 107 4/89 SLUDGE 0.00 HTS-ST + 3.50 13 117 4/89 SLUDGE 0.00 HTS-ST + 5.80 13 127 4/89 SLUDGE 0.00 HTS-SP + 3.40 13 137 4/89 SLUDGE 0.00 HTS-SP
- 5.40 18 32 4/89 SLUDGE 0.00 HTS-ST
- 7.70 18 42 4/89 SLUDGE 0.00 HTS-SP + 6.60 18 52 4/89 SLUDGE 0.00 HTS-SP + 7.40 18 62 4/89 SLUDGE 0.00 HTS-ST + 5.30 18 104 4/89 SLUDGE 0.00 HTS-SP + 2.50 18 112 4/89 SLUDGE 0.00 HTS-ST + 6.00 18 122 4/89 SLUDGE 0.00 HTS-SP + 5.80 18 132 4/89 SLUDGE 0.00 HTS-ST + 6.00 23 27 4/89 SLUDGE 0.00 HTS-SP + 7.40 23 37 4/89 SLUDGE 0.00 HTS-ST + 8.10 ,
i + 23 47 4/89 SLUDGE 0.00 HTS-SP + 6.70 l /_T 23 57 4/89 SLUDGE 0.00 HTS-SP + ?.50
! ) 23 107 4/89 SLUDGE 0.00 HTS-SP . 5.20
\_/ 23 117 4/89 SLUDGE 0.00 HTS-ST + 6.60 23 127 4/89 SLUDGE 0.00 HTS-ST + 6.50 23 137 4/89 SLUDGE 0.00 HTS-ST + 8.50 24 66 4/89 SLUDGE 0.00 HTS-SP + 3.90 28 32 4/89 SLUDGE. 0.00 HTS-ST + 8.10 28 42 4/89 SLUDGE 0.00 HTS-SP + 8.00 28 52 4/89 SLUDGE 0.00 HTS-ST + 8.50 28 102 4/89 SLUDGE 0.00 HTS-SP + 5.10 28 112 4/89 SLUDGE 0.00 HTS-ST + 6.70 28 122 4/89 SLUDGE 0.00 HTS-ST + 6.40 28 132 4/09 SLUDGE 0.00 HTS-SP + 7.80 33 27 4/89 SLUDGE 0.00 HTS-SP + 6.70 33 37.4/89 SLUDGE 0.00 HTS-SP + 8.40 33 47 4/89 SLUDGE 0.00 HTS-SP + 8.00 33 57 4/89 SLUDGE 0.00 HTS-ST + 8.80 33 67 4/89 SLUDGE 0.00 HTS-ST + 6.20 33 97 4/89 SLUDGE 0.00 HTS-SP + 4.20 33 107 4/89 SLUDGE 0.00 HTS-ST + 6.80 l 33 117 4/89 SLUDGE 0.00 HTS-SP + 7.40 33 127 4/89 SLUDGE 0.00 HTS-ST + ?.90 l
33 137 4/89 SLUDGE 0.00 HTS-SP + 7.80 L 36 32 4/89 ' SLUDGE 0.00 HTS-ST + 8.00 l
38 42 4/89 SLUDGE 0.00 HTS-SP + 8.10 38 52 4/89 SLUDGE 0.00 HTS-SP +10.00 38 62 4/89 SLUDGE 0.00 HTS-ST + 7.90 i 38 72 4/89 SLUDGE 0.00 HTS-SP + 5.80 1
38 82 4/89 SLUDGE 0.00 HTS-SP + 3.40 38 92 4/89 SLUDGE 0.00 HTS-ST + 3.30 38 102 4/89 SLUDGE 0.00 HTS-SP + 7.20 38 112 4/89 SLUDGE 0.00 HTS-ST + 7.60 38 122 4/89 SLUDGE 0.00 HTS-SP + 8.00 qv e
e
. ...... op.e v 6. ' . .. . . . . . . mm e , . .. , e. , n , ..i ei .2, .. .m.. ...e e e: . m it. e . , .. pogo 2 Plcnt: CALTERT CLIFTS UNIT 3 St00E Gbnorator 21 I
- Cuttgo: 4/89 L ,.
QUERY: SLUDGE HEIGHT IN SG 21 HOT LEG, 4/89 OUTAGE g ..................................................
.< -i R0W LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES
/ s ... .... .......... .............. ........ ..... ......... ......
( k 38 132 4/89 SLUDGE 0.00 HTS-ST + 8.60 43 27 4/89 SLUDGE 0.00 HTS-ST + 5.80 43 37 4/89 SLUDGE 0.00 HTS-Sr + 9.20 43 47 4/89 SLUDGE 0.00 HTS-ST + 8.50 i 43 57 4/89 SLUDGE 0.00 HTS-ST + 9.80 43 67 4/89 SLUDGE 0.00 HTS-ST + 9.00 43 77 4/89 SLUDGE 0.00 HTS-ST + 5.90 43 87 4/89 SLUDGE 0.00 HTS-SP + 4.80 43 97 4/89 SLUDGE 0.00 HTS-ST + 7.00 43 107 4/89 SLUDGE 0.00 HTS-ST + 7.40 43 117 4/89 SLUDGE 0.00 HTS-SP + 9.40 43 127 4/89 SLUDGE 0.00 HTS-SP + 9.20 43 45 137 4/89 SLUDGE SLUDGE 0.00 0.00 HTS-ST HTS-ST
'+ 7.50
+ 6.90 137 4/89 48 32 4/89 SLUDGE 0.00 HTS-ST + 7.40 48 42 4/69 SLUDGE 0.00 H15-ST + 8.40 48 52 4/89 SLUDGE 0.00 HTS-GP + 9.60.
48 62 4/89 . SLUDGE 0.00 HTS-ST + 8.80 48 72 4/89 SLUDGE 0.00 HTS-ST + 7.70 48 82 4/89 SLUDGE 0.00 HTS-ST + 6.30 48 92 4/89 SLUDGE 0.00 HTS-ST + 7.00 48 102 4/89 SLUDGE 0.00 HTS-ST + 8.30 48 112 4/89 SLUDGE 0.00 HTS-ST + 8.20 48 122 4/89 SLUDGE 0.00 HTS-SP + 8.50 48 132 4/89 SLUDGE 0.00 HTS-ST + 8.20 53 27 4/89 SLUDGE 0.00 HTS-SP + 4.20 53 37 4/89 SLUDGE 0.00 HTS-ST + 8.30 53 47 4/89 SLUDGE 0.00 HTS-SP + 8.20 53 57 4/89 SLUDGE 0.00 HTS-SP + 9.80 53 67 4/89 SLUDGE 0.00 HTS-SP + 9.00 53 77 4/89 SLUDGE 0.00 HTS-SP + 7.60 53 87 4/89 SLUDGE 0.00 HTS-ST + 7.20 53 97 4/89 SLUDGE 0.00 HTS-ST + 8.20 53 107 4/89 SLUDGE 0.00 HTS-ST + 8.70 53 SLUDGE 0.00 HTS-SP + 9.20 i
1/'NI 53 117 127 4/89 4/89 SLUDGE 0.00 HTS-ST + 8.60
\s / 53 137 4/89 SLUDGE 0.00 HTS-SP + 6.10 58 32 4/89 SLUDGE 0.00 HTS-SP + 5.90 58 42 4/89 SLUDGE 0.00 HTS-SP + 8.60 58 52 4/89 SLUDGE 0.00 HTS-ST + 9.80 58 62 4/89 SLUDGE 0.00 HTS-ST + 9.80 58 72 4/89 SLUDGE 0.00 HTS-SP + 8.60 58 82 4/89 SLUDGE 0.00 HTS-ST + 8.70 58 92 4/89 SLUDGE 0.00 HTS-ST + 8.40 58 102 4/89 SLUDGE 0.00 HTS-SP + 8.50 58 112 4/89 SLUDGE 0.00 HTS-ST + 9.10 58 122 4/89 SLUDGE 0.00 HTS-ST + 9.40 t
58 132 4/89 SLUDGE 0.00 HTS-SP + 7.30 63 27 4/89 SLUDGE -0.00 MTS-ST + 3.20 63 37 4/89 SLUDGE 0.00 HTS-SP + 7.70 63 47 4/89 SLUDGE 0.00 HTS-SP + 9.50 63 57 4/89 SLUDGE 0.00 HTS-ST + 9.70 63 67 4/89 SLUDGE 0.00 HTS-SP + 9.90 63 ?? 4/89 SLUDGE 0.00 HTS-ST + 9.10 63 87 4/89 SLUDGE 0.00 HTS-ST + 9.40 63 97 4/89 SLUDGE 0.00 HTS-ST + 8.80 !
63 107 4/89 SLUDGE 0.00 HTS-ST + 9.50 4 63 117 4/89 ' SLUDGE 0.00 HTS-ST + 9.70 !
63 127 4/89 SLUDGE 0.00 HTS-SP + 7.90 63 137 4/89 SLUDGE 0.00 HTS-ST + 4.60 68 32 4/89 SLUDGE 0.00 HTS-ST + 4.00 ,
68 42 4/89 SLUDGE 0.00 HTS-ST + 8.70 1 68 52 4/89 SLUDGE 0.00 HTS-ST +10.10 68 62 4/89 SLUDGE 0.00 HTS-ST + 9.40 68 72 4/89 SLUDGE 0.00 HTS-SP +10.70 68 82 4/89 SLUDGE 0.00 HTS-SP + 9.90 68 92 4/89 SLUDGE 0.00 HTS-ST + 9.70 0
0 .
. pcg3 3
...... op e eve...n. ..... a.:... n n e,.:., .., is. ... ..... os ... c.. ... . e m e, e., .
Plants CALVERT CL!rFS UNIT 2 Stoo3 Ganorotors 21 Catego: 4/09
. ?YER!!.SEYPfE.H((gH{,{N$g,2},Hg{,ggg;,f/gy,gg{Ag{
' ,/ ) ROW LINE OUTAGE INDICATION VALUE YOLTS LOCATION IHCHES y ; ... .... .......... ............... ........ ..... ......... ......
' 's 68 102 4/89 SLUDGE 0.00 HTS-ST
- 9.80 68 112 4/89 SLUDGE 0.00 HTS-SP +10.00 68 124 4/89 SLUDGE 0.00 HTS-ST + B.10 68 132 4/89 SLUDGE 0.00 HTS-ST + 5.30 73 27 4/89 SLUDGE 0.00 HTS-ST + 2.60 73 37 4/89 SLUDGE 0.00 HTS-SP + 6.30 73 47 4/89 SLUDGE 0.00 HTS-ST + 9.50 73 57 4/89 SLUDGE 0.00 HTS-ST + 9.80 -
73 67 4/89 SLUDGE 0.00 HTS-ST +10.30 73 77 4/89 SLUDGE 0.00 HTS-SP +10.30 73 87 4/89 SLUDGE 0.00 HTS-ST + 9.80 '
73 97 4/89 SLUDGE 0.00 HTS-Sr + 9.60 73 107 4/89 SLUDGE 0.00 HTS-SP .+ 9.20 73 117 4/89 SLUDGE 0.00 HTS-ST ' + 9.70 73 127 4/89 SLUDGE 0.00 HTS-ST + 6.40 73 137 4/89 SLUDGE 0.00 HTS-ST + 2.50 78 32 4/89 SLUDGE 0.00 HTS-SF + 3.30 78 42 4/89 Si,UDGE 0.00 HTS-SF + 8.20 78 52 4/89 SLUDGE 0.00 HTS-ST + 9.50 76 62 4/89 SLUDGE 0.00 HTS-ST + 9.30 78 72 4/89 SLUDGE 0.00 HTS-ST +10.30 78 82 4/89 SLUDGE 0.00 HTS-ST + 9.70 78 92 4/89 SLUDGE 0.00 HTS-ST + 9.80 78 102 4/89 SLUDGE 0.00 HTS-SP +10.00 78 112 4/89 SLUDGE 0.00 HTS-ST + 9.40 78 122 4/89 SLUDGE 0.00 HTS-ST + 7.50 78 132 4/89 SLUDGE 0.00 HTS-ST + 3.90 83 27 4/89 SLUDGE 0.00 HTS-ST + 1.00 83 37 4/89 SLUDGE 0.00 HTS-ST + 3.60 83 47 4/89 SLUDGE 0.00 HTS-SP + 8.30 83 59 4/89 SLUDGE 0.00 HTS-ST + 8.80 83 67 4/89 SLUDGE 0.00 HTS-ST +10.20 83 77 4/89 SLUDGE 0.00 HTS-ST + 9.30 rx 83 87 4/89 SLUDGE 0.00 HTS-ST + 9.30
) 83 97 4/89 SLUDGE 0.00 HTS-ST +10.10
\_ ,/ 83 107 4/89 SLUDGE 0.00 HTS-ST + 8.90 83 117 4/89 SLUDGE 0.00 HTS-ST + 8.20 83 123 4/89 SLUDGE 0.00 HTS-ST + 6.40 83 127 4/89 SLUDGE 0.00 HTS-ST
- 4.50 l 83 137 4/89 SLUDGE 0.00 HTS-ST + 1.60 88 32 4/89 SLUDGE 0.00 HTS-ST + 1.60 88 42 4/89 SLUDGE 0.00 HTS-ST + 4.90 88 52 4/89 SLUDGE 0.00 HTS-ST + 7.10 88 62 4/89 SLUDGE 0.00 HTS-ST + 8.90 i 88 72 4/89 SLUDGE 0.00 HTS-ST +10.00 l 88 82 4/89 SLUDGE 0.00 HTS-ST + 8.40 88 92 4/89 ' SLUDGE 0.00 HTS-SP + 9.30 l 0.00 HTS-ST + 9.80 88 102 4/89 SLUDGE 88 112 4/89 SLUDGE 0.00 HTS-ST + 8.00 1 88 122 4/89 SLUDGE 0.00 HTS-ST + 5.70 l 88 132 4/89 SLUDGE 0.00 HTS-ST + 2.20 i 93 27 4/89 SLUDGE 0.00 HTS-ST 93 37 4/89 SLUDGE 0.00 HTS-ST + 2.40 93 47 4/89 SLUDGE 0.00 HTS-SP + 5.30 l 93 57 4/89 SLUDGE 0.00 HTS-ST + 6.30 l 93 67 4/89 SLUDGE 0.00 HTS-SP + 9.50 1 93 77 4/89 SLUDGE 0.00 HTS-SF + 8.50 93 87 4/89 ' SLUDGE 0.00 HTS-ST + 7.20 93 97 4/89 SLUDGE 0.00 HTS-ST + 9.80 93 107 4/89 SLUDGE 0.00 HTS-ST + 7.60 93 117 4/89 SLUDGE 0.00 HTS-ST + 6.00 93 127 4/89 SLUDGE 0.00 HTS-ST + 3.00 93 137 4/89 SLUDGE 0.00 HTS-ST 98 32 4/89 SLUDGE 0.00 HTS-ST + 0.60 98 42 4/89 SLUDGE 0.00 HTS-ST + 2.70 98 52 4/89 SLUDGE 0.00 HTS-ST + 4.00 98 62 4/89 SLUDGE 0.00 HTS-ST + 6.50 o
~
i
{ ......,... ..:. ..... ..... ....., es, ... .:.. ... . ...........e.....,,.... . p.,o 4 ,
. +. ' P1Cnt CALVERT CLITTS UNIT 3 Stoo3 Gonerotort 21 Cuttgo 4/89
. ??!"?!.5E???!."E2?"I.!".!?.23,Hgyppg:,3c83,9yyAgp
,f ),
ROW LINE OUTAGE INDICATION VALUE VOLTS LOCATION INCHES l
\-'. 98 72 4/09 SLUDGE' O.00 HTS-ST + ?.50 l 98 82 4/89 SLUDGE 0.00 HTS-Er + 7.00 98 92 4/89 SLUDGE 0.00 HTS-ST + 7.50 l 98 102 4/89 SLUDGE 0.00 HTS-ST + 8.00 ,
r~ 98 112 4/89 SLUDGE 0.00 HTS-ST + 4.30 '
l 98 122 4/89 SLUDGE 0.00 HTS-ST + 3.40 1 98 132 4/89 SLUDGE 0.00 HTS-ST + 0.70 ,
103 89 4/89 SLUDGE 0.00 HTS-ST i 103 37 4/89 SLUDGE 0.00 HTS-ST + 0.70 103 47 4/89 SLUDGE 0.00 HTS-ST + 2.60 !
103 57 4/89 SLUDGE 0.00 HTS-ST + 3.80 103 67 4/89 SLUDGE 0.00 HTS-ST + 7.20 J 303 77 4/89 SLUDGE 0.00 HTS-ST .+ 5.60 1 103 87 4/89 SLUDGE 0.00 HTS-$r + 6.00 ;
103 97 4/89 SLUDGE 0.00 HTS-ST + 7.50 J 103 107 4/89 SLUDGE 0.00 HTS-ST + 4.60 '
103 117 4/89 SLUDGE 0.30 HTS-ST + 3.00 103 127 4/89 SLUDGE 0.00 HTS-ST + 0.80
. 103 137 4/89 SLUDGE 0.00 HTS-SP TOTAL TUBES FOUND
- 220 TOTAL INDICATIONS FOUND = 220 TOTAL TUBES IN INPUT FILE'* 8519 TOTAL TUBES INSPECTED = 8456 .
1
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Stoas. Gonorotors 21 Plcnts CALVERT CL!rrs UNIT 3 l
. Outages 4/89 OUERY: SLUDGE HEIGHT IN SG 21 COLD LEG. 4/89 OUTAGE t ) ROW LINE OUTAGE INDICATION YALUE VOLTS LOCATION INCHES 3 27 4/89 SLUDGE 0.00 CTS-ST + 1.20
, 3 37 4/89 SLUDGE 0.00 CTS-ST + 2.10 3 47 4/89 SLUDGE O.00 CTS-Er + 2.00 3 57 4/89 SLUDGE 0.00 CTS-ST + 4.80 3 107 4/89 SLUDGE 0.00 CTS-ST + 3.10 3 117 4/89 SLUDGE 0.00 CTS-ST + 2.80 3 127 4/89 SLUDGE 0.00 CTS-ST + 1.30 3 137 4/89 SLUDGE 0.00 CTS-SP + 1.50 7 61 4/89 SLUDGE 0.00 CTS-ST + 4.60 8 32 4/89 SLUDGE 0.00 CTS-ST + 4.30 8 42 4/89 SLUDGE 0.00 CTS-ST .+ 4.40 8 52 4/89 SLUDGE 0.00 CTS-SP '+ 5.90 8 112 4/89 SLUDGE 0.00 CTS-ST + 6.30 8 122 4/89 SLUDGE 0.00 CTS-ST + 3.40 8 132 4/89 SLUDGE 0.00 CTS-Sr +
+
4.10 5.90 13 27 4/89 SLUDGE 0.00 CTS-ST 13 37 4/89 SLUDGE . 0.00 CTS-ST + 7.10 13 47 4/89 SLUDGE 0.00 CTS-ST + 6.90 13 57 4/89 SLUDGE 0.00 CTS-SP + 8.50 13 107 4/89 SLUDGE 0.00 CTS-SP + 6.40 13 117 4/89 SLUDGE 0.00 CTS-SP + 6.40 i 13 127 4/89 SLUDGE 0.00 CTS-ST + 5.50 13 137 4/89 SLUDGE 0.00 CTS-ST + 6.70 16 154 4/89 SLUDGE 0.00 CTS-ST + 1.00 18 32 4/89 SLUDGE 0.00 CTS-SP + 8.70 18 42 4/09 SLUDGE 0.00 CTS-Er + 9.00 18 52 4/89 SLUDGE 0.00 CTS-Er +10.10 18 62 4/89 SLUDGE 0.00 CTS-ST + 7.40 10 104 4/89 SLUDGE 0.00 CTS-Er + 5.80 18 112 4/89 SLUDGE 0.00 CTS-ST + 9.70 18 122 4/89 SLUDGE 0.00 CTS-ST + ?.60
-~
- 18 132 4/89 SLUDGE 0.00 CTS-ST +10.30 i /h 23 27 4/89 SLUDGE 0.00 CTS-SP + 6.10 I i\j 23 37 4/89 SLUDGE 0.00 CTS-SP *11.40
- 23. 47 4/89 SLUDGE 0.00 CTS-ST +12.30 23 57 4/89 SLUDGE 0.00 CTS-ST +11.70 23 307 4/89 SLUDGE 0.00 CTS-SP + 8.60 23 117 4/89 SLUDGE 0.00 CTS-ST +11.40 l 23 127 t '89 SLUDGE 0.00 CTS-ST +11.60 1 23 137 4f89 SLUDGE 0.00 CTS-ST + 9.30 24 66 4/89 SLUDGE 0.00 CTS-SP + 6.70 28 32 4/89 SLUDGE 0.00 CTS-SP + 7.90 28 42 4/89 SLUDGE 0.00 CTS-ST +12.30 28 52 4/89 SLUDGE 0.00 CTS-SP +12.70 i 28 62 4/89 SLUDGE 0.00 CTS-ST +10.70 28 102 4/89 SLUDGE 0.00 CTS-SP + 7.40 28 112 4/89 SLUDGE 0.00 CTS-SP +12.90 1 28 122 4/89 SLUDGE 0.00 CTS-ST +13.00 1 28 132 4/89 SLUDGE 0.00 CTS-ST +11.90 l 33 27 4/89 SLUDGE 0.00 CTS-ST + 5.10 t 33 37 4/09 SLUDGE 0.00 CTS-ST +10.50 1 33 47 4/89 SLUDGE 0.00 CTS-SP +12.70 33 57 4/89 SLUDGE 0.00 CTS-ST +13.40 33 67 4/89 SLUDGE 0.00 CTS-SP + 9.90 33 97 4/89 SLUDGE 0.00 CTS-ST + 6.50 33 107 4/89 SLUDGE 0.00 CTS-SP +12.00 33 117 4/89 SLUDGU 0.00 CTS-ST +14.40 33 127 4/89 SLUDGE 0.00 CTS-SP +11.20 33 137 4/89 SLUDGE 0.00 CTS-SP + 6.90 36 32 4/89 SLUDGE 0.00 CTS-SP + 7.10 1
38 42 4/89 SLUDGE 0.00 CTS-ST + 9.80 38 52 4/89 SLUDGE 0.00 CTS-ST +12.80 ,
38 62 4/89 SLUDGE 0.00 CTS-SP +13.50 38 72 4/89 SLUDGE 0.00 CTS-ST + 9.70 38 82 4/89 SLUDGE 0.00 CTS-SP + 6.50 38 92 4/89 SLUDGE 0.00 CTS-ST + 7.20
( 38 102 4/89 SLUDGE 0.00 CTS-Er +10.80 V'
1
m e). . . .,:. .: .. s. u n n u ...n , c., i s , i .> ... . $. .w... excer. . m ee. .. .a... pago 2 PICnts CALVERT CL!rrS UNIT 2 Stoat Gonorators 31
. Outage 4/89 OUERY: SLUDGE HEIGHT IN SG 21 COLD LEG, 4/89 CUTAGE
- i L y ls ' ROW LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES 38 112 4/89 SLUDGE 0.00 CTS-ST +13.80 38 122 4/89 SLUDGE 0.00 CTS-ST +10.30 38 132 4/89 SLUDGE 0.00 CTS-ST + 7.70 43 27 4/89 SLUDGE 0.00 CTS-ST + 4.00 43 37 4/89 SLUDGE 0.00 CTS-ST 4 7.80 43 47 4/89 SLUDGE 0.00 CTS-ST +11.10 43 57 4/89 SLUDGE 0.00 CTS-ST +12.80 43 67 4/89 SLUDCE 0.00 CTS-ST *13.70 43 77 4/89 SLUDGE 0.00 CTS-SP +10.50 43 87 4/89 SLUDGE 0.00 CTS-ST + 8.50 43 97 4/89 SLUDGE 0.00 CTS-ST .+11.40 43 107 4/89 SLUDGE 0.00 CTS-SP ' +13.30 43 117 4/89 SLUDGE 0.00 CTS-ST +13.40 43 127 4/89 SLUDGE 0.00 CTS-ST + 8.20 43 137 4/89 SLUDGE 0.00 CTS-SP + 4.60 45 137 4/89 SLUDGE 0.00 CTS-Sr + 4.80 48 32 4/89 9tUDGE 0.00 CTS-SP + 5.80 48 42 4/89 SLUDGE 0.00 CTS-ST + 8.60 48 52 4/89 SLUDGE 0.00 CTS-ST +11.80 48 62 4/89 SLUDGE 0.00 CTS-ST +10.90 48 72 4/89 SLUDGE 0.00 CTS-Er +13.70 48 82 4/89 SLUDGE 0.00 CTS-ST +10.00 48 92 4/89 SLUDGE 0.00 CTS-SP +10.10 48 102 4/89 SLUDGE 0.00 CTS-ST +14.50 48 112 4/89 0.00 CTS-ST +13.10 48 122 4/89 b'LUDGE LUDGE 0.00 CTS-SP +10.30 48 132 4/89 SLUDGE 0.00 CTS-SP + t.30 !
53 27 4/89 SLUDGE 0.00 CTS-ST + 3.00 1 53 37 4/89 SLUDGE 0.00 CTS-Er + 7.10
$3 47 4/89 SLUDGE 0.00 CTS-ST + 9.90 53 57 4/89 SLUDGE 0.00 CTS-Sr 411.40 53 67 4/89 SLUDGE 0.00 CTS-ST +13.50
/'~T 53 77 4/89 SLUDGE 0.00 CTS-Er +13.70 $
$3 87 4/89 SLUDGE 0.00 CTS-ST +13.S0 t
N -)
- 53 97 4/89 SLUDGE 0.00 CTS-ST +14.40 l 53 107 4/89 SLUDGE 0.00 CTS-ST +10.80 L
$3 117 4/89 SLUDGE 0.00 CTS-ST +11.90 L 53 127 4/89 SLUDGE 0.00 CTS-ST + 7.10 l 53 137 4/89 SLUDGE 0.00 CTS-ST + 3.60 58 32 4/89 SLUDGE 0.00 CTS-ST
- 4.30 58 42 4/89 SLUDGE 0.00 CTS-ST + 8.00 58 52 4/89 SLUDGE 0.00 CTS-SP + 9.80 !
58 62 4/89 SLUDGE 0.00 CTS-SP +10.40 l 58 72 4/89 SLUDGE 0.00 CTS-ST +13.90 1 58 82 4/89 SLUDGE 0.00 CTS-SP +13.50 i 58 92 4/89 SLUDGE 0.00 CTS-Er +14.00 l 58 102 4/89 SLUDGE 0.00 CTS-ST +14.00 l 58 112 4/89 SLUDGE 0.00 CTS-SP +10.60 1 58 122 4/89 SLUDGE 0.00 CTS-ST + 8.90 :
58 132 4/89 SLUDGE 0.00 CTS-SP + 5.10 :
63 27 4/89 SLUDGE 0.00 CTS-ST + 1.40 l 63 37 4/89 SLUDGE 0.00 CTS-ST + 5.50 63 47 4/89 SLUDGE 0.00 CTS-ST + 8.90 63 57 4/89 SLUDGE 0.00 CTS-SP +10.40 63 67 4/89 SLUDGE 0.00 CTS-ST +13.00 l 63 77 4/89 -SLUDGE 0.00 CTS-ST +13.70 63 87 4/89 SLUDGE 0.00 CTS-ST +13.70 63 97 4/89 SLUDGE 0.00 CTS-ST +13.80 63 107 4/89 SLUDGE 0.00 CTS-ST +10.10 l 63 117 4/89 SLUDGE 0.00 CTS-ST + 9.70 !
E 63 127 4/89 SLUDGE 0.00 CTS-ST + 6.40 l 63 137 4/89 SLUDGE 0.00 CTS-ST + 2.70 1 68 32 4/89 SLUDGE 0.00 CTS-SP + 0.30 68 42 4/89 SLUDGE 0.00 CTS-ST + 6.70 68 52 4/89 SLUDGE 0.00 CTS-ST + 9.00 68 62 4/89 SLUDGE 0.00 CTS-SP +11.50 68 72 4/89 SLUDGE 0.00 CTS-ST +13.50 1
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. Outages 4/89 QUERY: SLUDGE HEIGHT IN SG 21 COLD LEG, 4/89 OUTAGE
( )
s ROW LINE OUTAGE INDICATION- VALUE YOLTS LOCATION INCHES 68 82 4/89 SLUDGE 0.00 CTS-SP +14.10 68 92 4/89 SLUDGE 0.00 CTS-SF *14.00 68 102 4/89 SLUDGE 0.00 CTS-SF *11.90 68 112 4/89 SLUDGE 0.00 CTS-SF +10.20 68 124 4/89 SLUDGE 0.00 CTS-SF + 6.70 68 132 4/89 SLUDGE 0.00 CTS-ST
- 4.00 73 27 4/89 SLUDGE 0.00 CTS-SP 73 37 4/89 SLUDGE 0.00 CTS ST + 3.70 73 47 4/89 SLUDGE 0.00 CTS-SF + 7.70 73 67 4/89 SLUDGE 0.00 CTS-ST *10.00 73 67 4/89 SLUDGE 0.00 CTS-ST i+11.50 73 77 4/89 SLUDGE 0.00 CTS-SP +13.60 73 87 4/89 SLUDGE 0.00 CTS-SP +14.10 73 97 4/89 SLUDGE 0.00 CTS-ST +.2.40 73 107 4/89 SLUDGE 0.00 CTS-SP +10.30 73 117 4/89 SLUDGE 0.00 CTS-SF + 8.30 73 127 4/89 SLUDGE 0.00 CTS-SP + 5.10 73 137 4/89 SLUDGE 0.00 CTS-SP + 1.50 78 32 4/89 SLUDGE 0.00 CTS-SP + 1.10 78 42 4/89 SLUDGE 0.00 CTS-SP + 4.80 78 52 4/89 SLUDGE 0.00 CTS-SF + 7.70 78 62'4/89 SLUDGE 0.00 CTS-SF +10.60 78 72 4/89 SLUDGE 0.00 CTS-SP +13.90 78 82 4/89 SLUDGE 0.00 CTS-SF +13.50 78 92 4/89 SLUDGE 0.00 CTS-SF +12.10 78 102 4/89 SLUDGE 0.00 CTS-SP + 9.40 78 112 4/89 SLUDGE 0.00 CTS-SP
- 8.70 78 122 4/89 SLUDGE 0.00 CTS-SF + 5.90 78 132 4/89 SLUDGE 0.00 CTS-SF + 2.50 83 27 4/89 SLUDGE 0.00 CTS-SP B3 37 4/89 SLUDGE 0.00 CTS-SP + 1.80
' 83 47'4/89 SLUDGE 0.00 CTS-SF + 5.20
(/^^I 83 59 4/89 SLUDGE 0.00 CTS-SP + 8.60
\2* 83 67 4/89 SLUDGE 0.00 CTS-SP + 9.70 83 77 4/89 SLUDGE 0.00 CTS-SP +13.80 83 87 4/89 SLUDGE 0.00 CTS-SF +13.00 83 97 4/89 SLUDGE 0.00 CTS-SP +10.40 83 107 4/89 SLUDGE 0.00 CTS-ST + 8.10 83 117 4/89 SLUDGE 0.00 CTS-SF + 6.70 83 127 4/89 SLUDGE 0.00 CTS-SP + 3.30 83 137 4/89 SLUDGE 0.00 CTS-ST .
88 32 4/89 SLUDGE 0.00 CTS-ST + 0.70 88 42 4/89 SLUDGE 0.00 CTS-SF + 2.90 88 52 4/89 SLUDGE 0.00 CTS-SP + L.20 88 62 4/89 SLUDGE 0.00 CTS-SP + 8.60 88 72 4/89 SLUDGF 0.00 CTS-SF +12.90 88 82 4/89 SLUDGE 0.00 CTS-SP +10.00 88 92 4/89 SLUDGE 0.00 CTS-SP + 9.40 81 102 4/89 SLUDGE 0.00 CTS-SP
- 8.10 88 112 4/89 SLUDGE 0.00 CTS-SP + 6.30 88 122 4/89 SLUDGE 0.00 CTS-SP + 3.80 88 132 4/89 S Lt'DG E 0.00 CTS-SP + 0.90 93 27 4/89 SLS0GE 0.00 CTS-SF 93 37 4/89 SLUDGE 0.00 CTS-SP 93 47 4/89 SLUDGE 0.00 CTS-SF + 2.80 93 57 4/89 ~ SLUDGE 0.00 CTS-SF + 5.70 93 67 4/89 SLUDGE 0.00 CTS-SF + 8.50 93 77 4/89 SLUDGE 0.00 CTS-SP +11.20
( 93 87 4/89 SLUDGE 0.00 CTS-SF + 8.90
/ 93 97 4/89 SLUDGE 0.00 CTS-SF + 7.70 93 107 4/89 SLUDGE 0.00 CTS-SF + 6.40 93 117 4/89 SLUDGE 0.00 CTS-SF + 4.10 93 127 4/89 SLUDGE 0.00 CTS-SF + 1.60 93 137 4/89 SLUDGE 0.00 CTS-SP 96 122 4/89 SLUDGE 0.00 CTS-ST + 2.50 e 98 32 4/89 SLUDGE 0.00 CTS-ST + 0.60 e ] 98 42 4/89 SLUDGE 0.00 CTS-SF + 1.20 l
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Plant CALVERT CLITTS UNIT 2 Stoa 3 Gonorators 21 l
. Outages 4/89 CUERY: SLUDGE HEIGHT IN SG 21 COLD LEG, 4/89 OUTAGE
.- ~ -...................................................
j
(_,). ROW LINE OUTAGE INDICATION YALUE VOLTS LOCATION INCHES 98 52 4/89 SLUDGE 0.00 CTS-ST + 3.30 i 98 62 4/89 SLUDGE 0.00 CTS-ST + 5.70 l 98 72 4/89 SLUDGE 0.00 CTS-ST + 7.70 I 98 82 4/89 SLUDGE 0.00 CTS-ST + 8.10 i 98 92 4/89 SLUDGE 0.00 CTS-SP + 6.70 98 102 4/89 SLUDGE 0.00 CTS-3r + 6.10 4 98 112 4/89 SLUDGE 0.00 CTS-ST + 4.30 l 98 122 4/89 SLUDGE 0.00 CTS-SP + 1.70 "
98 132 4/89 SLUDGE 0.00 CTS-ST i 103 29 4/89 SLUDGE 0.00 CTS-SP 103 37 4/89 SLUDGE 0.00 CTS-ST . i 103 47 4/89 SLUDGE 0.00 CTS-ST '+ 0.70 103 57 4/89 SLUDGE 0.00 CTS-ST + 3.00 103 67 4/89 SLUDGE 0.00 CTS-ST + 5.40 j 103 77 4/89 SLUDGE 0.00 CTS-ST + 6.20 l 103 87 4/89 SLUDGE 0.00 CTS-ST + 6.00 103 97 4/89 SLUDGE 0.00 CTS-SP + 5.10 103 107 4/89 SLUDGE 0.00 CTS-SP + 3.70 103 117 4/89 SLUDGE 0.00 CTS-SP + 1.70 103 127 4/89 SLUDGE 0.00 CTS-SP 103 137 4/89 SLUDGE 0.00 CTS-ST 104 126 4/89 SLUDGE 0.00 CTS-SP 17 109 4/89 SLUDGE 0.00 CTS-ST 1'21 105 4/89 SLUDGE 0.00 CIS-SP TOTAL TUBES FOUND = 225 TOTAL INDICATIONS TOUND = 225 TOTAI. TUBES IN INPUT TILE == 8519 TOTAL TUBE! INSPECTED 8456 9
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Plc3t CALTERT CLITFS UNIT 3 Sto60 Conorators 31 OctC90: 4/89 i O.UERY: SG 21 PLOT OF TUBES DENTED, ALL ELEVATIONS, 4/89 OUTAGE I
r'~N ROW LINE OUTAGE INDICATION YALUE VOLTS LOCATION INCHES
) ... .... .......... ............... ........ ..... ......... ...... l
( x% 47.18 YM 1 151 4/89 DENT 8 2 4/89- DENT 9.94 C4 + !.10 1 9 57 4/89 DENT 18.60 C4 +11.20 l 10 26 4/89 DENT 6.80 H3 + 7.30 1 10 54 4/89 DENT 5.03 C4 +29.00 l 12 128 4/89 DENT 8.57 YM -
i 16 1 4/89 DENT 5.01 HTS-ST + 1.30 i 16 21 4/89 DENT 5.70 H1 J 16 124 4/89 DENT 10.56 YM + 3.50 4 17 63 4/89 DENT 5.10 DC i 17 151 4/89 DENT 5.96 H6 + 9.70 ;
17 153 4/89 DENT 5.75 H6 + 9.60 l 17 )$$ 4/89 DENT 8.40 H6 .+ 9.60 4 17 167 4/89 DENT 7.39 10.38 H6 YM -
+ 9.60 19 9 4/89 DENT 20 48 4/89 DENT 6.94 H6 +11.70 24 102 4/89 DENT 5.32 Vfi 4/89 DENT 5.30 CL +11.70 19 129 4/89 DENT 10.51 HTS-SP + 1.20 33 11 4/89 DENT 5.71 H4 +33.70 35 75 4/89 DENT 6.37 YM 35 103 4/89 DENT 10.41 HTS-ST
- 2.80 36 68 4/89 DENT 7.15 H6 + 7.80 4/89 DENT 14.84 C6 +22.80 36 108 4/89 DENT 18.40 HTS-ST +28.90 38 58 4/89 DENT 6.12 YM 40 86 4/89 DENT 7.72 YM 41 17 4/89 DENT 6.85 CTS-ST *19.40 .
41 87 4/89 DENT 19.20 H6 + 8.70 4/89 DENT 22.24 H6 + 7.70 41 103 4/89 DENT 10.31 HTS-ST *12.70 41 113 4/89 DENT 6.27 DH + 8.70 42 140 4/89 DENT 33.22 C6 + 5.30 ,
, 4/89 DENT 6.04 C6 +13.90 '
4/89 DENT 19.83 H6 + 8.70 i 4/89 DENT 8.58 H6 + 2.40 '
43 73 4/89 DENT 9.33 DH + 9.10 43 75 4/89 DENT 9.75 VM + 8.90 43 79 4/89 DENT 5.04 DH + 8.80 43 95 4/89 DENT 13.74 DH + 6.20 '
45 73 4/89 DENT 12.79 DH + 6.70 48 24 4/80 DENT 5.69 H4 +14.80 49 125 4/00 DENT 11.22 VM 49 157 4/89 DENT 6.49 VM + 0.40 49 159 4/89 DENT 9.79 H7 4/89 DENT 6.10 H7 + 9.30 49 161 4/89 DENT 5.28 H6 ,
4/89 DENT 5.10 H6 + 4.50 t 4/89 DENT 13.79 H6 +14.10 4/89 DENT 18.10 H6 +15.90
- 50 68 4/89 DENT 5.95 YM 52 18 4/89 DENT 5.79 HTS-ST +10.10 54 116 4/89 DENT 5.37 C2 + 2.20 54 156 4/89 DENT 6.58 HTS-SF +31.60 55 27 4/89 DENT 9.47 YM 55 157 4/89 DENT 5.13 CTS-SP +18.10 57 39 4/89 DENT 6.68 CTS-SP +10.30 57 105 4/89 ' DENT 22.68 C2 + 9.20 58 130 4/89 DENT 9.12 C4 +24.80 4/89 DENT 8.48 C4 +25.90 h- 4/89= DENT 5.35 C4 +28.30 65 11 4/89 DENT 10.61 DH +27.50 66 64 4/89 DENT 6.57 C8 68 74 4/89- DENT 28.05 HTS-ST + 6.90 70 64 4/89 DENT 11.95 H7 +15.80 70 102 4/89 DENT ?.64 C7 +10.00 4 4/89 DENT 7.95 H7 +15.30 g
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.......................................LEVATIONS,..................TAGE O.UERY:
SG 21 PLOT OF TUBES DENTED, ALL E 4/89 OU ....
[q)' ROW LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES 72 108 4/89 DENT 5.73 HI +16.10 72 116 4/89 DENT 5.73 HI +17.40 73 3! f/89 DENT 24.3) C3 + 2.20 76 42 4/89 DENT 16.95 C8
- 0.20 '
SO 16 4/89 DENT 5.12 YM 80 48 4/89 DENT 7.22 H7 + 8.90 4/89 DENT 7.60 HB + 1.90 80 100 4/89 DENT 9.96 C3 +28.00 81 149 4/89 DENT 6.81 C7 +15.90 ;
86 116 4/89 ENT 5.27 H8 +17.00 87 47 4/89 ENT 10.82 YH 88 144 4/89 ENT 5.88 HTS-SF -17.00 91 49 4/89 DENT 5.54 H6 '+'1.60 91 63 4/89 DENT 59.84 H9 91 65 4/89 DENT 54.10 H9 91 67 4/89 DENT 71.31 H9 91 69 4/89 DENT 17.44 H9
-91 71 4/89 DENT 58.12 H9 91 85 4/80 DENT 9.29 C9 '
92 34 4/89 DENT 10.24 C9 92 60 4/89 DENT 31.20 H9 91 62 4/89 DENT 88.59 H9 92 64 4/89 DENT 5.76 HI +28.10 4/89 DENT 65.66 H9 92 66 4/89 DENT 76.53 H9 92 68 4/89 DENT 86.33 H9 92 70 4/89 DENT 44.09 H9 92 110 4/89 DEN 7 12.87 CB +11.70 4/89 DENT 15.88 C8 +12.30 4/89 DENT 10.24 C8 +13.80 4/89 DENT 36.39 C9 !
4/89 DENT 8.98 HB +15.50 4/89 DENT 7.10 HS + 1.20 l
l (i l . \- 92 4/89 4/89 146 4/89 DENT DENT DENT 16.46 H8 6.99 7.59 H7 CB
+23.70
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4/89 DENT 5.75 C9 4/89 DENT 5.83 HB + 6.00 93 51 4/89 DENT 14.58 H9 l
93 57 4/89 DENT 10.05 H8 + 7.60 4/89 DENT 5.65 HB + 8.10 4/89 . DENT 37.09 H8 + 9.10 4/89 DENT 9.55 C9 -
0.90 4/89 DENT 6.43 C9 <
93 59 4/89 DENT 41.89 H9 93 63 4/89 DENT 103.40 H9 93 65 4/89 DENT 92.59 H9 93 67 4/89 DENT 109.00 H9 93 69 4/89 DENT 69.66 H9 93 71 4/89 DENT 132.60 H9 93 83 4/89 DENT 20.75 H8 +14.90 4/89 DENT 12.20 HB +15.60 97 4/89 DENT 10.65 H9 93 93 - 131 4/89 DENT 12.55 CB +19.10
+20.30 4/89 DENT 6.43 C8 4/89 DENT 8.77 C9
+ 1.60 4/89 . DENT 53.12 C9 4/89 DENT 19.44 H8 +14.30 4/89 DENT 46.31 H8 +13.20 g 4/89 DENT 8.05 H8 +12.30 P 4/89 DENT 9.93 H8 +11.?O 4/89 DENT 6.43 H8 + 1.50 4/89 DENT 17.62 H8 94 62 4/89 DENT 92.15 H9 94 66 4/89 DENT 130.40 H9 94 68 4/89 DENT 145.40 H9 94 70 4/89 DENT 42.65 H9 -
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Plcott CALTERT CLIFFS UNIT-2 Stoco Gonorators 31 ;
Cutc90: 4/89 !
O.UERY: SG 21 PLOT OF TUBES DENTED, ALL ELEVATIONS, 4/89 OUTAGE l
R0W LINE OUTAGE INDICATION YALUE YCLTS LOCATION
[*
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94 72 4/89 DENT 46.69 H9 INCHES ;
l 95 49 4/89 DENT 10.27 H9 1 95 59 4/89 DENT 5.97 H9 i SS 63 4/89 DENT 162.80 H9 95 65'4/89 DENT 69.47 H9 1 95 67 4/89 DENT 128.50 H9 95 69 4/89 DENT 49.40 H9 .
95 109 4/89 DENT 11.57 M9 '
96 60 4/89 DENT 5.55 H9 96 62 4/89 DENT 94.12 H9 i 96 64.4/89 DENT 74.68 H9 ,
96 66 4/89 DENT 94.73 H9 96 72 4/89 DENT 11.98 H9 97 39 4/89 DENT 11.92 H8 , + 3.40 4/89 DENT 17.30 H6 + 7.70 4/89 DENT- 7.93 H6 +17.90 '
4/89 DENT 6.01 H6 +19.30 4/89 DENT 13.21 C8 +22.10 4/89 DENT 9.51 C8 +21.00 ,
4/89 DENT 9.02 C8 +20.10 4 4/89 DENT 7.14 C8 +19.10 4/89 DENT 19.95 CB +13.40 t E 4/89 DENT 7.16 C8 +10.50 4/89 DENT 5.62 C7 +20.70 4/89 DENT 7.34 C7 +23.20 4/89 DENT 16.57 C7 +24.40 97 49 4/89 DENT 8.74 H7 +23.60 4/89 DENT 7.78 H7 +24.80 4/89 DENT 9.16 H8 4/89 DENT 14.79 H8 + 2.70 -
4/89 DENT 10.69 H8
- 5.80 4/89 DENT 8.86 H8 + 7.60 97 i 59 4/89 DENT 8.18 H7 +22.60 4/89 DENT 5.90 HB + 2.20 i
( [ 4/89 DENT 10.38 H8 + 3.20 ,
I 4/89 DENT 11.89 HB +11.70 4/89 DENT 8.16 H8 +13.30 l 4/89 DENT 26.27 H8 14.30 1 4/89 -DENT 34.52 H8 415.50 4/89 DENT 5.68 H8 +17.50 -
4/89 DENT 23.81 H8 +18.40 '
4/89 DENT 23.79 H8 +19.40 4/89 DENT 11.84 H8 +20,20 4/09 DENT 24.24 C9 + 1.80 4/89 DENT 20.36 C9 + 1.40 4/89 DENT 20.79 C9- '
4/89 DENT 18.00 CB +20.70 97 63 4/89 DENT 47.39 H9 77 65 4/89 DENT 70.09 H9 97 67 4/89 DENT 46.75 H9 97 71 4/89 DENT 8.18 C9 4/89 DENT 31.51 H9 97 75 4/89 DENT 5.13 H8 + 2.90 97 113 4/89 DENT 17.53 H9
- 98. 38 4/89 DENT 6.03 H8 98 60 4/89 DENT 115.80 H9 98 66 4/89 . DENT 39.18 H9 98 70 4/89 DENT 6.07 C2 + 6.10 98 130 4/89 DENT 7.08 YH 6 99 59 4/89 DENT 14.66 H9 + 2.20 P 99 67 4/89 DENT 6.44 H9 + 8.50 4/89 DENT 10.09 H9 + 9.30 4/89 DENT 24.55-H9 +11.20 100 60 4/89 DENT 26.92 H9 100 70 4/89 DENT 73.19 H9 100 138 4/89 DENT 13.69 H9
., 4/89 DENT 10.13 H9 c
9
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E 'Plonte CALVERT CLIFFS UNIT 3 St00m Generotor: 21 Catc903- 4/89 QUERY..:.SG
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/ ROW LINE OUTAGE IJDICATION YALUE YOLTS LOCATION INCHES
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100 142 4/89 D 3Mr 7.47 C8 + 8.30 4/89 D :NT 8.01 C8 +10.00 !
101 69 4/89 D ::NT 58.89 H9 j 101 87 4/89 DlNT ).76 C9 101 119 4/89 D :NT 10.82 CB +17.50 102 68 4/89 D 3Mr 60.81 H9 i
102 70 4/89 D 3Mr 153.10 H9 103 59 4/89 D :NT 8.25 H9 103 69 4/89 DlNT 38.75 H9 103 71 4/89 D WT 63.04 H9 .
104 60 4/89 D 3Mr 10.75 H9 i 104 70 4/89 lWP 40.29 H9 104 72 4/89 :NT 17.47 H8 -
4 105 63 4/89 lNT 10.39 H9 105 71 4/09 NT 13.83 5.75 M9 M8 + 6.10 106 38 4/89 lNT -
106 62 4/89 lNT 57.84 M9 .
106 116 4/89 DlNT 6.29 H6 +13.30-107 63 4/89 D 3Mr 9.65 H9 I 4/89 D 30r 17.36 H9 + 2.10 107 65 4/89 D:NT 41.71 H9 107 69.4/89 D :NT 34.67 H9 107 73 4/89 D 3Cr 6.40 H9 e 108 64 4/89 D.:NT 8.72 H9 108 82 4/89 D 3Mr 6.66 H9 .
109 65 4/89 DlNT 43.85 H9 109 69 4/89 D anr 30.14 H9 111 69 4/89 D NT 8.28 H9 113 61 4/69 D 3Mr 23.55 H9 113 71 4/89 D 3Mr 8.74 H9 114 70 4/89 D.:NT 14.85 H9 115 67 4/89 D MMr 5.22 C9 +20.60
, 115 69 4/89 D 3Mr 35.21 H9 116 108 4/89 D 3Cr 8.29 VM +25.30 L
- 117 43 4/89 D:NT 15.28 C10 1
\ 117 71 4/89 D 3Mr 5.19 C10 l 117 103 4/89 D 3Mr 9.62 CIO i 117 119 4/89 D 3CP 6.96 H10 l 117 125 4/89 D 3Cr 6.63 C10 1 118 110 4/89 D 3Cr 6.86 H10 1
'119 45 4/89 D 3dr 6.39 C10 + 2.10 119 57 4/89 D 3Mr 5.05 C9 + 2.10 119 63 4/89 DlNT 5.21 C10 + 2.10 119 67 4/89 D 3Mr 5.10 C10 + 2.30 ,
L 119 113 4/89 D 3Mr 6.45 C10 + 2.20 120 88 4/89 D 3Cr 5.53 VH +19.30 ;
120 100 4/89 D 30r 8.01 VC +18.90 120 104 4/89 .D 3Cr 5.28 VC +18.30 ,
120 108 4/89 D 3Mr 6.08 VC +19.20 '
120 110 4/89 D 3Mr 5.85 VC +19.20 120 112 4/89 D 3Mr 5.83 VC +19.30 120 114 4/89 D 300 6.98 VC +19.10 '
!' 121 45 4/89 D 3Mr 5.69 C10 l 121 47 4/89 D 3Cr 12.84 HB + 4.90 t
121 57 4/89 D1NT 11.30 C9 + 3.80 i 122 46 4/89 D 3Cr 7.70 C10 L 122 102 4/89 DlNT 13.18 H10 123 45 4/89 'D 3Cr 5.06 C8 + 4.50 124 114 4/89 D 3ME - 5.66 HTS-ST +37.40 125 97 4/89 D 3Mr 5.43 C10 + 4.00 125 107 4/89 D;NT 6.33 H10
' 126 58 4/89 D :NT 5.18 H9 126 60 4/89 D 3Mr 10.46 H9 126 62 4/89 D SlT 11.12 H9 127 57 4/89 D 3Mr 8.00 H9
-127. 63 4/89 D 3Mr 10.28 H9 130 98 4/89 D.NT 17.75 CTS-SP +14.40 4 TOTAL TUBES FOUND = 193 l TOTAL INDICATIONS FOUND = 268 TOTAL TUBES IN INPUT FILE == 8519 TOTAL TUBES INSPECTED 8456 ,
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' 't CALVERT CLIFFS UNIT 2 STEAM GENERATORS 21 AND 22 EDDY CURRENT TESTING FINAL REPORT APRIL / JULY 1989 g Approved by Prepared by:
l wu, K. M. Hoffm&n 4 La sh~
D. J'. Van Petten I i l
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TABLE OF CONTENTS
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I. INTRODQpTION 1
II. DISCUSSION APPENDIX I - Eddy current Test Results for SG 21 f 1
A. List with Plot of All Indications .
B. List with Plot of <20% Indicatiens C. List with Plot of 20% - 39% Indications D. List with Plot of >39% Indications E. List with Plot of Distorted Indications e F. Lists with Plots of Tubes not Rolled '
G. Lists with Plots of Sludge Data H. List with Plot of Tubes Dented f I. List with Plot of Tubes Plugged During April / July 1989 J. List with Plot of all Tubes Plugged APPENDIX II - Eddy Current Test Results for SG 22 A. List with Plot of All indications r B. List with Plot of <20% Indications C. List with Plot of 20% - 39% Indications
-(j(} ' D. List with-Plot of >39% Indications E. List with Plot of Distorted Indications F. Lists with Plots of Tubes not Rolled G. Lists with Plots of Sludge Data H. List with Plot of Tubes Dented I. List with Plot of Tubes Plugged During April / July 1989 J. List with Plot of all Tubes Plugged APPENDIX III - Steam Generator Inspection Information A. Steam Generator Support Location and Nomenclature B. Steam Generator Tube Sheet Pattern and Number ;
System C. Eddy current Inspection Acronyms I
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I. INTRODUCTION Estec, Inc. and NDE Technology were contracted in January, 1989 to provide equipment and personnel supporting BG&E with the eddy current examination of the Calvert Cliffs Unit 2 Steam Generators in Lusby, Maryland. Eetec, Inc.
provided twelve people for data acquisition and thirteen people for the primary data evaluation. NDE Technology provided four people for the secondary data evaluation.
This report summarizes the April / July, 1989 eddy current inspection results of Calvert Cliffs Unit 2 Steam Generators.
O Page 1 of 7 e
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II. DISCUSSION The MIZ-18A eddy current system and qualified operators ;
inspected the Calvert Cliffs Unit 2 Steam Generators 21 and :
- 22. The system uses oddy current as the probing media to and/or measure variations in effective conductivity permeability of the tube being tested.
An alternating voltage is impressed across - the test coil. The magnetic field developed by current flow in the t test coil causes oddy currents to flow in the tube wall.
The corresponding magnetic field caused by addy current flow a in the tube wall is out of phase with the field developed by the current in the test coil. Since these fields tend to cancel one another, the coil voltage is decreased in proportion to the magnitude of eddy current flow in the test i piece. The magnitude of addy currents in the test piece, 1 thus the coil voltage, is dependent on the electrical ,
properties of the tube being tested. The electrical g- properties which affect the flow of eddy currents are v permeability und conductivity. In non-magnetic materials, O
4 such as inconel and 300 series stainless steel, conductivity is usually the only significant variable.
effective conductivity decreases due to a discontinuity in When the the . tube wall, the coil voltage increases in direct i relationship with the effective conductivity change. Thus,
! the amount of increase in coil voltage is related to the size of the discontinuity in the tube wall. The coil I voltage is sinusoidal, thus it can be described with a ,
single vector having magnitude and phase. -
The BG&E Technical Specification addy current (ET) testing plan for the refueling outage selected 100% of the tubes for full length inspection each steam generator (SG).
The examination inspected 16,947 (100%) SG tubes through their entire length. 212 tubes had indications of 20% through-wall degradation or greater. Eleven (11) tubes which- exceeded the plugging limit of 40% thru wall degradation were removed from service.
As a preventative measure, 5 additional tubes with indications in the sludge pile area were plugged, of these 5 ' additional tubes taken out of service, all 5 were in SG j .: ,
- 21. Previous metallurgical examination of Unit 1 tubing has L
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!. Page 2 of 7 1
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shown ' degradation in this area was caused by Intergranular i Attack (IGA). Even though these 5 tubes had indications !
which were less than the plugging limit, the tubes were !
plugged due to_ the potential for a local active IGA i degradation mechanism. i l
SG's 21 and 22 were examined using the Zetec MIZ-18A )
l digital data acquisition system. The frequencies selected were 400, 200, 100, and 30 XHz - all of which were run in the differential and absolute modes. The examination i utilized a standard A.560-SF/RM bobbin coil probe. The MIZ-18A digital data acquisition system provided on-line ,
data digitization and storage onto magnetic tape cartridges.
The digital signal was also converted to analog where selected freguencies were recorded on strip chart media as >
J an aid to the analyst.
Prior to any ET analysis primary, secondary, and J Computer Data Screening (CDS) analysts were required to take 1 l a BG&E analyst qualification examination. All analysts
! passed the BGEE site specific test. In addition, CDS, with
! qualified analysts, was tested and passed the examination. .
Each tube's ET data was analyzed by two independent teams of qualified and certified personnel and by computer analysis. Zetec Analysis Software Edition 18.6, Rev. 5 with ,
strip charts was used by each team of analysts.
Additionally, all stored digital data was analytically processed by Zetec's CDS program using HP350/360 computers. ,
O (,
, All distorted and pluggable indications were ratested.
After all data review was completed, the primary and secondary lead analysts compared results with the CDS results and a final report was produced. Any final L. resolution that may have been required was performed by BG&E Level III personnel. Figure II-l illustrates the outage data analysis process.
In addition to the standard Bobbin ET testing, some tubes were inspected using motorized rotating pancake coil !
(MRPC) probes in three areas. Selected SG U-bend tubing was j inspected utilizing U-bend MRPC probes on both SG's. of the ;
71 U-bends inspected using MRPC, degradation in 17 tubes was detected and verified bobbin coil results. Straight tube section MRPC probes were used in tubes just below and above the secondary side of. each SG tubesheet. These 82 tubes, located in the sludge pile area, were inspected to further quantify known bobbin coil indications. Also, the straight aidspan tube section MRPC analysis confirmed the bobbin coil data.
Profilometry ET was used to evaluate tube denting at the 9th and loth solid support plates on both SG's. Trend analysis of the profilometry information showed no denting
[. growth since the Spring, 1987 outage.
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FIGURE II - 1 Data Analysis Process OkTA ~
ACQUISITION (
- 1 g #1 #S PRDumY COMPUTER SECCGIDARY puuroAL ) SCREENING ) BudlUAL ANALYSIg ANALYSIS l
l l l TAPE I S'IVRAGE (
V Primary LEAD Secondary
, Iteport
-> ANALYSIS RESOLUTION
(-
Report O 1 ANALYSIS FINAL DAILY REPORT d RETESTS (DAILY REPORT)
I ANALYSIS DATA MANAGEMENT M --
= INFORMATION FLON
= DATA TAPE FIM r
O Page 4 of 7 ,
Indications were found in a total of 222 tubes from the I 8,456 tubes examined in SG 21 and 174 tubes from the 8,491
. ~Y tubes examined in SG 22. Eleven tubes wera found to have s indications which exceeded the Technical Specification plugging limit of 40% loss of nominal wall thickness. An additional 11 tubes were plugged as a preventative measure.
l Of the total 22 tubes plugged during this Inservi:e ,
I Inspection, 12 tubes were plugged in SG 21 and 10 tubes were ]
plugged in SG 22. Table II-1 is a summary of the Calvert Cliffs Unit Two 1989 Eddy Current examination results. )
Prior to the outage, an estimate of tube plugging for ,
each SG was made based on ET data trend analysis. A 24 i month degradation rate of 9% nominal wall thickness was used. Using this. degradation rate, it was estimated 70 '
tubes would exceed the plugging limit this inspection.
However, only 11 tubes actually exceeded the plugging -
limit.
Various plots illustrating the locations and i distribution of tube indications and a listing of tubes plugged this inspection for SG's 21 and 22 are provided in Appendix I and II respectively. The SG sketch in Appendix III shows the various tube support locations within the SG's and the nomenclature used throughout this report.
All indications found were on tube outside surfaces
< except for 2 ID freespan indications in SG 21. The tubing ET indications can be placed into one of three major i O location categories:
(d
- just below and above the top of the tubesheet at supports, or
- in free span areas between and not associated with supports (includes 2 ID indications in SG 21).
These inspection results are similar to that reported for Calvert Cliffs Unit 1. There are no apparent differences between Unit 1 and Unit 2 that indicate a unique problem in any particular SG. This is to be expected since operating and chemistry conditions have remained similar between the two plants.
Indications found just below and above the top of the tubesheet are in regions of higher sludge levels. Most of these indications. are on the inlet tubesheet side and '
\ produce relatively low magnitude signals. In late 1986,
/ tube specimens have undergone metallurgical and chemical evaluations. Results show that these indications are caused by IGA.
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TABLE II - 1 O
Unit Two 1989 Eddy Current Inspection Results SG $21 SG $22 Number of Tubes Inspected 8,456 8,491 Percent of Tubes Inspected (Full Length) 100% 100%
Humber of Distorted Indications 7 3 Number of Tubes with Distorted Indications 7 3 Percent of Tubes with Distorted Indications 0.08% 0.04%
Number of Indications <20% (Imperfections) 133 85 Number of Tubes with <20% Indications 125 77 Percent of Tubes with <20% Indications 1.48% 0.91%
Number of Indications 20-39% (Degraded) 110 123 O Number of Tubes with 20-39% Indications Percent of Tubes with 20-59% Indications 100 1.18% 1.21%
103 Number of Indications >39% (Defective) 6 5 Number of Tubes with >39% Indications 6 5 Percent of Tubes with >39% Indications 0.07% 0.06%
Number of Tubes Plugged this Outage 12 10 Total Tubes Plugged each Steam Generator 75 38 NOTE: Tubes which contained more than one indication in more than one category
(<20%, 20-39%, and 40% and greater),
are listed in all appropriate categories.
Page 6 of 7
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. - - - . . . - - - . .~ . -. - - . - . - . - _.
ET indications seen at support locations appear to be caused by isolated, randon tube wear. Wear marks at a support contact region were confirmed on one tube removed
(
from SG 11 in 1983. Note that most indications at supports occur at the vertical middle (VM), diagonal (DH & DC), and vertical hot and cold (VH & VC) leg side supports.
, ET indications seen in free span areas are typically low magnitude signals. Three tube specimens containing free span indications were removed from SG 11, one in November, 1983 and two in November, 1986. Investigations of the free span indications showed these indications are manufacturing imperfections. There is no correlation of free., span indications with respect to location, elevation, inlet side or outlet sidet tube manufacturing imperfections would be expected to produce random occurrences like this.
Corrective measures have been initiated to minimize further degradation to the SG's. During the 1986 outage the removal of all major copper components from the feedwater and condensate systems was completed. The- installation of a nitrogen blanketing system on all condensate storage tanks is being completed to reduce auxiliary feedwater and condensate makeup oxygen. Morpholine is being used to minimize the ingress of solids from the secondary system into the SG's which may promote sludge pile reduction.
' _(
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current chemistry procedures require action to be taken
,- s below the Utility /EPRI Steam Generator Reliability Project
( (SGRP) PWR Secondary Water Chemistry Guideline Action Levels.
l This enables corrective measures to be initiated before I conditions become degraded in the SG's. During outages steam l l generators are kept in wet lay-up with a nitrogen blanket as much as possible.
e Page 7 of 7 y 4
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APPENDIX I EDDY CURRENT TEST RESULTS l
.1 STEAM GENEftATOR 21 I L A. List with Plot of All Indications i
! B. List with Plot of <20% Indications j C. List with Plot of 20% - 39% Indications D. List'with Plot of >39% Indications l E. List with Plot of Distorted Indications L F. Lists with Plots of Tubes not Rolled .
G. Lists with Plots of Sludge Data '
H. List with Plot of Tubes Dented I. List with Plot of Tubes Plugged During :
April / July 1989 J. List with Plot of all Tubec Plugged
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. _ _ _ .SG 21 PLOT'OF ALL INDICATIONS.. . ALL ELEVATIONS, 4/89 OUTAGE O. .-. ~;
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' PLANT: 'CALVERT CLIFFS UNIT 2 GENERATOR 21 -
j - OUTAGE: 4/89 j .
s - 00 t2221 2 - 10 m . .
I-TOTAL TUBCS : 8519 TOTAL' TUBES ASSIGNED : .224
- STAYS (t) : 7 OUT.OF SERVICE W) : 63 r.__s--P - p ;e, -sas l
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OUERY: SG 21 PLOT OF ALL INDICATIONS (OD), ALL ELEVATIONS, 4/89 OUTAGE
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=1 9 4/89 OD 28 % TW 0.77 H3 +10.70 4/89 OD 14 % TW 0.69 H3 +24.70 1 13 4/89 OD 22 % TW 0.50 C3 + 8.30 4/89 OD 35 % TW 0.52 C2 +30.90 1 121 4/89 OD 13 % TW 0.79 H5 +30.40 ,
2 148 4/89 OD 17 % TW 0.90 C3 +35.80 )
5 129 4/89 OD 51 % TW 0.43 HTS-SF + 0.60 i 6 24 4/89 OD 12 % TW 0.59 H2 + 3.50 J
- 11. 57 4/89 OD 22 % TW 0.88 YM 12 130 4/89 OD 10 % TW 1.75 H2 4/89 OD 11 % TW 0.63 HI +36.20 12 162 4/89 OD 7 % TW 0.81 HTS-SP .+14.00 13 145 4/89 OD 17 % TW 0.72 CTS-SF +18.30 14 58 4/89 OD 36 % TW 0.50 CTS-SF +17.70 4/89 OD 27 % TW 0.46 C4 +31.60 14 118 4/89 OD 22 % TW 0.52 C2 + 5.50 4/89 OD 10 % TW 0.48 HTS-SF + 3.80 14 122 4/89 OD 16 % TW 0.66 HTS-SF +34.40 .
15 137 4/89 OD 35 % TW 1,07 H4 +24.10 l 16 140 4/89- OD 25 % TW 0.b6 Cl +32.80 17 63 4/89 OD 18 % TW 0.50 CTS-ST +30.40 17 139 4/89 OD 11 % TW 0.53 H5 +35.20 18 24 4/89 OD 36 % TW l.09 H4 +18.50 4/89 OD 26 % TW 0.60 H4 +19.80 19 49 4/89- OD 36 % TW 0.62 C2 +19.00 20 6 4/89 OD 28 % TW 0.54 C2 +28,92 21 9 4/89 OD 22 % TW 0.66 Cl +27.60 21 147 4/89 OD 3 % TW 0.54 CTS-SF + 2.20 21' 157.4/89 OD 12 % TW l.83 C4 +30.10 22 46 4/89 OD 19 % TW l.02 CTS-SP + 8.80 22 138 4/89 OD 8 % TW 0.85' HTS-SP +20.40 ,
23 31 4/89 OD 10 % TW 0.52 C4 +24.40 23 151 4/89 OD 18 % TW 0.63 C5 +26.20
/' . 24 144 4/89 OD 27 % TW 0.45 HTS-SF + 0.80
! 24 '160 4/89 OD 23 % TW 0.64 C2 +33.80 i 25 51 4/89 OD 15 % TW 0.89 C2 +10.40 25 143 4/89 OD 19 % TW 0.78 HTS-SF + 0.80 25 155 4/89 OD 26 % TW 0.53 H3 +11.70 4/89 OD 35 % TW 0.82 H2 +33.60 27 163 4/89 OD 16 % TW 0.70 H2 + 8.50 28 50 4/89 OD- 26 % TW 0.66 HTS-SF +18.90 29 69 4/89 OD 35 % TW 1.17 H3 +19.90 29 129 4/89 OD 37 % TW l.01 CO + 8.00 30 116-4/89 OD 11 % TW 0.99 HTS-SF. +24.80 32 48 4/89 OD 15 % TW 0.77 C6 +23.70 32 100 4/89 OD 28 % TW 0.92 C2 +33.40 32 144 4/89 OD 22 % TW 0.50 C3 + 2.20 34 62 4/89 OD 22 % TW 0.64 C3 +34.40 34 106 4/89 OD 12 % TW 0.50 H3 +25.80 34 116-4/89 OD 27 % TW 0.82 C3 +20.70 4/89 OD 26 % TW 0.49 H3 +25.10 35 105 4/89 OD 35 % TW 0.54 H3 +25.70 35 111 4/89 OD 12 % TW 1.02 H3 +23.20 37 55 4/89 OD 16 % TW 0.48 HTS-SF + 0.90 37 77-4/89 OD 18 % TW 0.45 CTS-SF + 0.90.
37 109 4/89 OD 10 % TW 0.61 H1 +11.70 39 163 4/89 OD 6 % TW 0.46 H2 + 7.50 43 75 4/89 OD 60 % TW 0.59 CTS-SF + 6.60 43 113 4/89 OD 28 % TW 0.67 HTS-SF +36.50 43 125 4/89 OD 29 % TW 0.57 C1 45 55 4/89 OD 10 % TW 0.68 HTS-SF + 0.80 45 149 4/89 OD 31 % TW 0.56 C3 +10.30 46 34 4/89 OD 12 % TW 1.07 H5 + 6.60 46 72 4/89 OD 29-% TW 1.26 HI ~ +24.70 46 134 4/89 OD 10 % TW 0.90 HTS-SF + 0.90 47 55 4/89 OD 4 % TW 0.66 HTS-SF + 0.90 l
47 137 4 89 OD 3 % TW 0.66 CTS-SF +13.00 u
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48 56 4/89 OD 33 % TW 0.64-HTS-SF + 1.00 48 62.4/89 OD 12 % TW 0.51 HI + 6.70 48 74.4/89 OD 16 % TW 0.59 C3 +33.70 48 90 4/89 OD 8 % TW l.10 HTS-SP + 3.90 50 136 4/89 OD 13 % TW 0.53 HTS-SF + 0.70 .
51 123 4/89 OD 10 % TW 0.55 H4 +10.10 51 131 4/89 OD 11 % TW 0.69 HTS-SF + 0.60 53 33 4/89 OD 58 % TW 0.59 HTS-SF +-0.90 53 87 4/89 OD 32 % TW 0.62 C3 +30.10 :
54 58 4/89 OD 35 % TW 0.68 C4 +28.60 55 35 4/89 OD 15 % TW 1.16 HTS-SF + 1.10 56 48 4/89 OD 15 % TW 0.85 CTS-SF .+26.30 56 90 4/89 OD' 26 % TW 1.25 H3 ' +25.30 57 35 4/89 OD 6 % TW 0.72 CTS-SF + 8.90 57 65 4/89 OD 10 % TW 0.89 HTS-SF + 0.90 58 64 4/89 OD 31 % TW 0.39 HTS-SF + 0.80 60 78 4/89 OD 13 % TW 0.80 Cl +15.70 61 21 4/89 OD 35 % TW 0.50 HTS-SF +32.10 61 67 4/89 OD 8 % TW l.26 HTS-SF + 0.90 61 105 4/69 OD 15 % TW 0.70 H4 + 7.30 61 125 4/CC OD 28 % TW 0.65 HI +18.90 61 129 4/89 OD 26 % TW 0.48 HTS-SP + 0.70 62 20 4/89 OD 31 % TW 0.90 C5 +10.50 62 38 4/89 OD 13 % TW 0.51 HTS-SF + 0.80 62 66 4/89 OD 12 % TW 0.55 CTS-SF + 0.60
-62 138 4/89 OD 19 % TW 0.54 YM +26.50 64 38 4/89 OD 15 % TW 0.66 HTS-SF + 4.00-64' 70 4/89_ OD 12 % TW 0.80 HTS-SF + 1.30 65 131 4/89 OD 19 % TW 0.79 HTS-SP + 0.80 66 72 4/89 OD 22 % TW 0.46 HTS-SF + 0.60 66 122 4/89 OD 16 % TW 0.47 HTS-SP + 0.60 68 72 4/89 OD 4 % TW 0.52 HTS-SF + 0.60 gs 68 76 4/89 OD 10 % TW 0.99 HTS-SP + 1.50-
- ) 68- 78 4/89 OD 8 % TW 0.42 HTS-SF + 1.60 t
/ 68 144 4/89 OD 11 % TW 0.75 H4 +24.00 69 37 4/89 OD 34 % TW 0.64 H5 +14.20 69 93 4/89 OD 22 % TW 0.52 HTS-SF + 1.00 71 83 4/89 OD 35 % TW 0.65 HTS-SP + 0.70 4/89 OD 28 % TW 0.58 C7 +15.10 71- 107 4/89 OD 2 % TW l.93 H6 +20.80 4/89 OD 3 % TW l.02 H5 + 4.60 71 121 4/89 OD 10 % TW 0.41 HTS-SF + 0.60 71 123 4/89 OD 55 % TW 0.39 HTS-SP + 0.70 71 125 4/89 OD 39 % TW 0.37 HTS-SF + 0.80 72 22 4/89 OD 29 % TW 0.51 YM +19.20 73 85 4/89 OD 22 % TW l.44 H2 +17.20 73 113 4/89 OD 8 % TW 0.71 H6 + 1.40 74 98.4/89 OD 10 % TW 0.68 H4 + 9.20 75 75 4/89 OD 28 % TW 0.45 HTS-SF + 0.90 75 93 4/89 OD 12 % TW 0.71 HS +24.20 76 42 4/89 OD 16 % TH 0.66 HTS-SF + 0.90 78- 42 4/89 OD 19-% TW 0.75 C5 + 1.80 78 124 4/89 OD 11 % TW 0.65 C4 + 3.00 78 152 4/89 OD 22 % TW 0.51 C4 +16.90 79 51 4/89 OD 26 % TW 0.50 H2 +25.30 79 119 4/89 OD 16 % TW 0.56 HTS-SF + 0.80 4/89 OD 15 % TW 0.67 YM +22.00 79 135 4/89 OD 22 % TW 0.64 HI + 0.50 81 49 4/89 OD 22 % TW 0.51 HTS-SP + 0.90 L 81 119 4/89 OD 11 % TW 0.61 HTS-SF + 1.20 F 81 123 4/89 OD 19 % TW 0.51 H5 +25.40 82 52 4/89 OD 22 % TW 0.56 HTS-SF + 0.90 82 74 4/89 OD 22 % TW 0.59 C4 +11.90 82 80 4/89 OD 23 % TW 0.44 HTS-SP + 0.80 82 92 4/89 OD 17 % TW 0.51 HTS-SP + 0.90
- 82. 116 4/89. OD 19 % TW 0.56 HTS-SF + 1.00
- 82 .120 4/89 OD 13 % TW 0.68 HTS-SP + 1.10 l
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. x_/ . ... .... .......... ............... ........
VOLTS LOCATION INCHES 83 19 4/89 OD 18 % TW 0.54.YH +12.10 83 49E4/89 OD 26 % TW 0.47 HTS-SF + 0.70 83 .123 4/89 OD 16 % TW 0.60 HTS-SF + 0.80 84 34 4/89 OD 19 % TW 0.48 HTS-SF +29.20 4/89 OD 2 % TW 0.97 VM +12.60 84 68 4/89 OD 4 % TW 0.56 HTS-SF + 0.80 84- 92 4/89 OD 24 % TW 0.46 HTS-SF- + 1.00 84' 110 4/89 OD 26 % TW 0.45 HTS-SF + 0.60 85 73 4/89 OD 25 % TW. 0.40 CTS-ST +11.70 87 27 4/89 OD 32 % TW 0.61 H2 + 6.60 88 78 4/89 OD 18 % TW 0.67 HTS-ST + 1.10 88- 88 4/89 OD 10 % TW 0.50 C4 s+31.20
'89 -123 4/89 OD 19 % TW 0.56 C1 +19.20 90 46 4/89 OD 15 % TW 1.17 H6 + 3.10 90 76 4/89 OD 19 % TW 0.59 HTS-SF + 1.10 90 92 4/89 OD 12 % TW 1.16 HTS-ST + 1.00 '
90- 96 4/89 OD- 23 % TW 1.42 HTS-SF + 1.10 90 130 4/89 OD 23 % TW 0.66 CTS-SF +23.70 94 100 4/89 OD 10 % TW 2.07104 + 5.80 95 45 4/89. OD 38 % TW 0.67 HI +26.80 95 67 4/89 OD 11 % TW l.02 HTS-SF + 0.70 95 -69 4/89 OD 18 % TW 0.77 HTS-SF + 0.90 96 122 4/89 OD 16 % TW 0.72 CTS-SP + 3.30 4/89 OD 32 % TW 0.49 CTS-SF + 0.80 4/89 OD 39 % TW 0.50 CTS-SF + 2.20-98 32 4/89 OD 11 % TW 0.53 C5 + 6.40 98 60 4/89 OD 11 % TW 0.87 DH 99 51 4/89 OD 31 % TW 0.56 C5 +14.60 99 55 4/89 OD 26 % TW 0 79 C8 +20.80 99 143 4/89 OD 12 % TW 0.64 C2 +25.90 .
100 100 4/89 OD 25 % TW 0.54 C3 +16.30 1 100 134 4/89 OD 16 % TW 0.54 H6 +11.60
,/ 101 29 4/89 OD 19 % TW . 1.30 CTS-SP +21.70 101 73 4/89 OD 29 % TW 0.35 HTS-SF + 0.70
-( 101 95 4/89 OD 12 % TW- 0.60 C1 + 9.30 i 101- 123-4/89 OD 18 t' TW 1.00 VC + 3.20 102 100 4/89 OD 15 % TW 0.61 H7. +11.60- !
o 104 OD 78 4/89 11 % TW 0.71 H5- +27.00 3 105 65 4/09 OD 17 % TW 0.82 CTS-SF + 1.50
' 105 67 4/89 OD 10 % TW 1.14 CTS-SF + 0.70 105 119 4/89 OD 12 % TW 0.90 CTS-SF + 1.20 105- 127 4/89 OD 24 % TW 0.47 CTS-SF + 0.90 106 36 4/89 OD 15 % TW 0.67 H4 +27.10 0 107' 59 4/89 OD 18 % TW 0.86 H9 + 8.70 >
107. 67 4/89 OD 13 % TW 0.73 H4 +-6.20 108 50 4/89 OD 28 % TW 0.58 C3 +13.80 109 33 4/89 OD 36 % TW l.01 C7 +23.50 110 38 4/89 OD 13 % TW 0.63 H4 +35.50 ;
110 118 4/89 OD 15 % TW 0.54 DH +19.20 111 73 4/89 OD 24 % TW 0.61 H5 +30.10 112 48 4/89 OD 15 % TW 0.74 H7 +18.40 112 62 4/89- OD 11 % TW 0.70 C1 +19.80 112 124 4/89- OD 22 % TW 0.62 C2 + 3.70 <
113 111 4/89 OD 11 % TW 0.57 DC + 9.70 i l 114 116 4/89 OD 34 % TW 0.41 HTS-SF +-6.50 L 114 122 4/89 OD 38 % TW 0.54 C2 +33.50 114 132 4/89 OD 17 % TW 0.69 CTS-SF + 2.10 115 79 4/89- OD 26 % TW 1.09 H3 +36.30 115- 101 4/89 OD 17 % TW 1.28 CTS-SF + 1.20 115- 105 4/89 OD 17 % TW 0.40 CTS-SF + 2.70 118 74 4/89 OD- 26 % TW 0.89 H2 +28.00 4/89 OD 10 % TW 0.85 H2 +31.50 119- f49 4/89 OD 22 % TW 0.53 H2 +25.20 4/89 OD 22 % TW 1.01 H4 +15.10 120 46 4/89 OD 23 % TW 0.61 CTS-SP + 1.20 120 100 4/89 OD 22 % TW 1.13 YH +11.70 aq- 121 61 4/89 OD 36 % TW 0.86 DH + 8.10
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122- .96 4/09 OD 31 % TW 0.70 H3- +28.30 l 123 57 4/89 OD 64 % TW 0.39 CTS-SF + ).50 L 133: 91 4/89 OD 16 % TW 0.48 CTS-SF + !.40 123 113.4/89 OD- 21 t-TW 0.76 CB +20.90 124 46 4/89 OD 16 %'TW 1.27' CTS-SF + 3.10 4/89 OD 10 t'TW 0.62 CTS-SF + 4.50 ;
25 % TW + 0.50 124 60 4/89 OD 0.41 CTS-SF 124 68 4/89 OD 26 % TW 0.54 CTS-SF + 1.10-125 71 4/89 OD 11 % TW 0.95 HTS-SF + 9.10 125 05'4/89 OD 38 % TW- 0.83 C1 +35.80 126 64 4/89 OD 27 % TW 0.85 H9 ' +12.70 126 70 4/89 OD 17 % TW 0.79 HTS-SF .+ 4.80-4/89 OD 18 % TW 0.57 H5 +21.00 126 84 4/89 OD 11 % TW
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127 97 4/89 OD 22 % TW 0.76 HTS-SF. -+11.20 127 103 4/89 OD 10 % TW 1.46 C7 + 8.50 4/89 OD 19 % TW 0.94 C8 +18.90
.. 4/89 OD 11 % TW- -0.88 H4 +28.80 '
- 1. 128 54 4/89 -OD 35 % TW- 0.78 HTS-SF +11.90 129 55 4/89 OD 26 % TW 1.53 C6 + 9.20 129 95 4/89 OD 23 % TW 0.87 C2 +11.70 35 % TW 129 99.4/89 OD 0.37 CTS-SF + 1.80 4/89 OD 16 % TW 0.57 CTS-SP + 3.10 130 82.4/89 OD 20 % TW 1.06 C2 +33.00 ,
130 88 4/89 OD~ 13 % TW 0.47 CTS-SP + 2.90 130 106 4/89 OD 25 % TW 0.57 C10 +25.30 131 93 4/89 OD 23 %.TW 0.44 CTS-SF + 2.10 l- 131 109 4/89 OD 38 % TW 0.85 HTS-SF + 6.90 ,
L 132 56 4/89' OD 18 % TW 0.90 C8 . +18.30 1 4/89 OD 26 % TW 0.59 H3 + 5.80
'132 84 4/89 OD 28 % TW 1.14 C3
- 4.60
< 4/89 OD 34 % TW l.09 Cl- +36.80 f s. 132 94 4/89 OD 22 % TW 0.57 CTS-SF + 4.40 t
'( 134 70 4/89 OD 15 % TW 0.96 C10 + 7.70 134 78 4/89' OD 8 % TW 0.80 CTS-SF + 6.90 135 63'4/89 OD 26 % TW 1.54 CTS-SF +17.80 135 67 4/89 OD 25 % TW 0.85 H5 + 1.70 4/89 OD 19 %.TW 1.09 H6 + 9.60 4/89 OD 22 % TW 1.04 H6 +17.50 135 81 4/89 OD 11 % TW 0.51 CT'S-SF +28.10 136- 78 4/89 OD 22.% TW- 0.60 CTS-SP + 8.70 136 102 4/89- OD' 48 % TW -1.37 CTS-SF + 5.10 137 71 4/89 OD 13 % TW 0.85 HTS-SF + 8.90 139 81 4/89 OD- 23 % TW 0.99 DH 139 95 4/89 OD 18 % TW 1.32 CTS-SF + 2.20 TOTAL TUBES FOUND = 222 TOTAL INDICATIONS FOUND = 247 TOTAL TUBES IN IdPUT FILE = 8519 TOTAL TUBES INSPECTED = 8456 1
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,\g) ,"( . ROW LINE OUTAGE = INDICATION VALUE YOLTS LOCATION'. INCHES 16 164.4/89 ID 35 % TW .O.48 CTS-SP + 4.80i f74 74 4/89: ID 22 %.TW 1.51 HTS-SP +27.20 1 TOTAL TUBES FOUND -
= 2 l -TOTALiINDICATIONS FOUND = 2' l-l TOTAL'TUDES IN INPUT FILE == 8519 L TOTAL TUBRS INSPECTED: 8456-i; .
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1 9 4/89 OD 14 % TW _ 0.69 H3. +24.70 1 121 4/89 OD 13 % TW 0.79 H5 +30.40 2 ~148~4/89 OD 17 % TW 0.90 C3 +35.80 6 24 4/89 OD 12 % TW 0.59 H2 + 3.50 12 130 4/89 OD 10 % TW 1.75 H2 4/89 OD 11 % TW 0.63 HI +36.20 12 162 4/89 OD 7 % TW 0.81 HTS-ST +14.00 13 OD 17 % TW 145 4/89 0.72 CTS-SF +18.30 !
14 118 4/89 OD 10'4 TW 0.48 HTS-ST + 3.80 14 122 4/89 OD 16 % TW 0.66 HTS-SF +34.40 17 63 4/89 OD 18 % TW 0.50 CTS-ST +30.40 17 139 4/89 OD 11 % TW 0.53 H5 .+35.20 21 147 4/89 OD 3 % TW 0.54 CTS-SF + 2.20 21 157'4/89 OD 12 % TW 1.83 C4 +30.10 22 46 4/89 OD 19 % TW l.02 CTS-SF + 8.80 22 138 4/89 OD 8 % TW 0.85 HTS-ST +20.40 23 31 4/89 OD 12 % TW 0.52 C4 +26.40-23 151 4/89 OD 18 % TW 0.63 C5 +26.20 25 51 4/89 OD 15 t TW 0.09 C2 +10.40 o .25 143 4/89 OD 19 % TW 0.78 HTS-SF + 0.80 1 27 163 4/89 OD 16 % TW 0."O H2 + 8.50 30 116 4/89 OD 11 % TW 0.99 HTS-SP +24.80 L '32 48 4/89 OD 15 % TW 0.77 C6 +23.70 1 34 106 4/89 OD 12 % TW 0.50 H3 +25.80 l -- 35 111 4/89 OD 12 % TW l.02 H3 +23.20 1 37- 55 4/89 OD 16 % TW 0.48 HTS-SP + 0.90 37 77 4/89 OD 18 % T'4 0.45 CTS-SP + 0.90 37 109 4/89 OD 10 % TW 0.61 HI +11.70 39 163 4/89 OD 6 % TW 0.46 H2 + 7.50 45 55 4/89 OD 10 % TW 0.68 HTS-SP + 0.80 l 46 34 4/89 OD 12 % TW l.07 HS + 6.60
[ .46 134 4/89 OD 10 % TW 0.90 HTS-SF + 0.90
, 47 55 4/89 OD 4 % TW 0.66 HTS-SP + 0.90 J /'~i '
47 137 4/89 OD 8 % TW 0.66 CTS-SF +13.00
{ 48 62 4/89 OD 12 % TW 0.51 HI + 6.70 Nm 48 74 4/89 OD 16 % TW 0.59 C3 +33.70 48- 90 4/89 OD 8 % TW l.10 HTS-SF + 3.90 i 50 136 4/89 OD 13 % TW 0.53 HTS-SF -+ 0.70 l 51 123 4/89 OD 10 % TW O.55 H4 +10.10 1 51 131 4/89 OD 11 % TW 0.69 HTS-SP + 0.60 .
l, 55 35 4/89 OD 15 % TW l.16 HTS-SF + 1.10 l 56 48 4/89 OD 15 % TW 0.85 CTS-SP +26.30 !
57 35 4/89 OD 6 % TW 0.72 CTS-SP + 8.90 l 57- 65 4/89 OD 10 % TW 0.89 HTS-SP + 0.90 l 60 78 4/89 OD 13 % TW 0.80 C1 +15.70 i I
61 67 4/89 OD 8 % TW l.26 HTS-SP + 0.90 l l 61 105 4/89 OD 15 % TW 0.70 H4 + ?.30 1
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62 38 4/89 OD 13-t TW 0.51 HTS-SF + 0.80 l 62 66 4/89 OD 12 % TW 0.55 CTS-SF + 0.60 '
62- 138 4/89 OD 19 % TW 0.54 VM +26.50 l 64 38 4/89 OD 15 % TW 0.66 HTS-SP + 4.00 '
64 70 4/89 OD 12 % TW 0.80 HTS-RF + 1.30 65 131 4/89 OD 19 % TW 0.79 HTS SF + 0.80 66 122 4/89 OD 16 % TW 0.47 HTC SP + 0.60 68 72 4/89. OD 4 % TW 0.52 HTS-5F + 0.60 68 76 4/89 OD 10 % TW 0.99 HTS-SF + 1.50 1 68 78 4/89 OD 8 % TW 0.42 HTS-SF + 1.60 l 68 144 4/89 OD 11 % TW 0.75 H4 +24.00 l i
71 107 4/89 OD 2 % TW 1.93 H6 +20.80 l k, : 4/89- OD 3 % TW l.02 H5 + 4.60 l y 71 121 4/89 OD 10 % TW 0.41 HTS-ST + 0.60 1 73 113 4/89 OD 8 % TW 0.71 H6 + 1.40
-74 98 4/89 OD 10 % TW 0.68 H4 + 9.20 75 93 4/89 OD 12 % TW 0.71 H5 +24.20 76 42 4/89 OD 16 % TW 0.66 HTS-SF + 0.90 78 42 4/89 OD 19 % TW 0.75 C5 + 1.80
, 78 124 4/89 OD 11 % TW 0.65 C4 + 3.00 j
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4/89 OD 15 % TW 0.67 VN +22.00 '
81 119 4/89 OD 11 % TW 0.61 HTS-SF + 1.20-81 123 4/89 OD 19 % TW 0.51 HE +25.40' l .. 82 92 4/89 OD 17 % TW 0.51 HTS-SF + 0.90 E 82' 116 4/89 OD 19 % TW 0.56 HTS-ST +: 1.00 i 82 120 4/89 OD 13 % TW 0.68 HTS-SF + 1.10
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83- 19:4/89 OD 18 % TW 0.54 VM +12.10 83 123:4/89 OD 16 % TW 0.60 HTS-SF + 0.80 84 34 4/89 OD 19 % TW 0.48 HTS-ST +29.20-4/89 OD 2 % TW 0.97 YM +12.60 8 4 -- 68 4/89: OD 4 t'TW 0.56 HTS-SF , + 0.80 88 78 4/89' OD 18 % TW 0.67 HTS-SF '+ 1.10 88 88 4/89 OD 10 % TW 0.50 C4 +31.20 J 89 -123 4/89 OD 19 % TW' O.56 C1 +19.20 90 46 4/89 OD 15 % TW 1.17 H6 + 3.10 90 '? 6 4/89 OD 19 % TW 0.59 HTS-SF + 1.10-90 92 4/89 OD 12 % TW 1.16 HTS-SF + 1.00 94 100 4/89 OD 10 % TW 2.07 C4 + 5.80, 95 67 4/89 OD 11 % TW 1.02 HTS-SF + 0.70 l 95 69 4/89 OD 18 % TW 0.77 HTS-SF + 0.90 L .96 122 4/89 OD 16 % TW 0.72 CTS-SF + 3.30 l 98 32 4/09- OD 11 % TW 0.53 C5 + 6.40 L 98 60 4/89 OD 11 % TW 0.81 DH 1 -- '9 9 : 143 4/89 OD 12 % 'W 0.64 C2 +25.90
.100 134 4/89 OD 16 % TW 0.54 H6 +11.60 19 % TW 1.30 CTS-SF +21.70 101 29 4/89 OD 101' 95 4/89 OD 12 % TW 0.60 C1 + 9.30 101 123 4/89 OD. 18 % TW l.00 VC. + '3.20 102 100 4/89 OD 15 % TW 0.61 H7 +11.60 104: OD 11 % TW 0.71 H5 +27.00, 78.4/89 '
105 65 4/89 .OD 17 % TW 0.82 CTS-ST + 1.50 105 67 4/89 OD 10 % TW 1.14 CTS-SF + 0.70
' s') +/ 105 106 119 4/89 OD OD 12 % TW 15 % TW 0.90 CTS-SF 0.67 H4
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L 112 48 4/89 OD 15 % TW 0.74 H7 +18.40 >
112 62 4/89 OD 11 % TW 0.70 C1 +19.80 113 111JA/89 OD 11 % TW 0.57 DC + 9.70' 114 132 4/89 OD 17 % TW 0.69 CTS-SP + 2.10 115 101=4/89 'OD 17 % TW 1.28 CTS-SF + 1.20 .
115 105: 4/89 OD 17 % TW 0.40 CTS-SF + 2.70 118 7414/89 OD 10 % TW 0.85 H2 +31.50 123 ~91 W/89 OD 16 % TW 0.48 CTS-SF + 1.40 124 46 4/89 OD 16 % TW 1.27 CTS-SF + 3.10 4/89 OD 10 % TW O'. 6 2 CT S- SF ' . + 4.50-
. 125- 71 4/80 D 11 % TW 0.95 HTS-SF + 9.10 126 70 4/d9 v3 17 % TW 0.79 HTS-SF + 4.80 4/80 CD - 18 % TW 0.57 H5 +21.00 126 84 4/89 $D 11 % TW 1.22 C2 +25.10 127 65 4/89 Ou 11 % TW 0.88 H3 +28.90 127 103 4/89 OD 10 % TW 1.46 C7 + 8.50 4/89 OD 19 % TW 0.94 C8 +18.90 4/89 .OD 11 % TW 0.88 H4 +28.80 .
129 99 4/89 OD 16 % TW 0.57 CTS-SF + 3.10 l 130' 88 4/89 OD 13 % TW 0.47 CTS-SF + 2.90 L- 132 56 4/89 OD 18 % TW 0.90 C8 +18.30 !
F 134 70 4/89 OD 15 % TW 0.96 C10 + 7.70 134 78 4/89 OD 8 % TW 0.80 CTS-SF + 6.90 135 67 4/89 OD 19 % TW l.09 H6 + 9.60
~ 13 5 81 4/89 OD 11 % TW 0.51 CTS-SF +28.10 g 137 71 4/89 OD 13 % TW 0.85 HTS-SP + 8.90 f 139 65 4/89 OD 18 % TW 1.32 CTS-SF + 2.20 TOTAL TUBES FOUND = 125 e- TOTAL INDICATIONS FOUND = 133
'I TOTAL TUBES IN INPUT FILE == 8519 TOTAL TUBES INSPECTED 8456 e
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g ROW-LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES 1, 9 4/89 OD- 28 % TW 0.?? H3 +10.70 l- 13 4/89 OD 22 % TW 0.50 C3 + 8.30 4/89 OD 35 % TW 0.52 C2 +30.90 11 57 4/89 OD 22 % TW 0.88-VM
- 1. 58 4/89 OD 36 %.TW 0.50 CTS-SF +17.70 4/89 OD 27 % TW 0./.6 C4 +31.60 14 118 4/89 OD 22 % TW 0.52 C2 + 5.50 15 137 4/89 OD 35 % TW 1.07 H4 +24.10 16 140 4/89 OD 25 % TW 0.56 Cl +32.80 16 154 4/89 ID. 35_% TW 0.48 CTS-SF + 4.80 18 24 4/89 OD 36 % TW l.09 H4 +18.50 4/89 OD 26 % TW 0.60 H4 *+19.80 19 49 4/89- OD 36 % TW 0.62 C2 +19.00 20 6 4/89 OD 28 %.TW 0.54 C2 +28.92 i 21 9'4/89 OD 22 % TW 0.66 Cl +27.60 24 144 4/89 OD ?? % TW 0.45 HTS-ST + 0.80 24 160 4/89 OD 23 % 7W 0.64 C2 +33.80 25 155 4/89 OD 26 % TW 0.53 H3 +11.70 4/89 OD 35 % TW 0.82 H2 +33.60 28 50 4/89 o0D 26 % TW 0.66 HTS-ST +18.90 29 69 4/89 OD 35 % TW l.17 H3 +19.90 l 25 129 4/89 OD 37 % TW l.01 C2 + 8.00 l 32 100'4/89 OD 28 % TW 0.92 C2 +33.40 32 144 4/89 OD 22 % TW 0.50 C3 + 2.20 22 % TW +34.40 p 34 62 4/89 OD 0.64 C3 34- 116 4/89 OD 27 % TW 0.82 C3 +20.70 4/89 OD 26 % TW 0.49 H3 +25.10 35 105 4/89 OD 35 % TW 0.54 H3 +25.70 43 113 4/89 OD 28 $ TW 0.67 HTS-SF +36.50 43 125 4/89 OD 29 % TW 0.57 C1 45 149 4/89 OD 31 % TW 0.56 C3 +10.30 46 72 4/89 OD 29 % TW l.26 HI +24.70
/~T 48 56 4/89 OD 33 % TW 0.64 HTS-SF + 1.00 53 OD 32 % TW 0.62 C3 +30.10 4
\~ j 54 87 58 4/89 4/89- OD 35 % TW 0.68 C4 +28.60 56 90 4/89 OD 26-% TW l.25 H3 +25.30 58 64 4/89 OD 31 % TW 0.39 HTS-SF + 0.80 61 21 4/89 OD 35 % TW 0.50 HTS-SF +32.10 125 4/89 28 % TW i
61 OD 0.65 HI +18.90 61 129 4/89 OD 26 % TW 0.48 HTS-SP + 0.70 62 28 4/89 OD 31 % TW 0.90 C5 +10.50 66 72 4/89 OD 22 % TW 0.46 HTS-SP + 0.60 69- 37 4/89 OD 34 % TW 0.64 H5 +14.20 <
69 93 4/89 OD 22-% TW 0.52 HTS-SF + 1.00 71 83 4/89 OD 35 % TW O'.65 HTS-SF + 0.70 4/89 OD 28 % TW 0.58 C7 +15.10 :
71 125 4/89 OD 39 % TW 0.37 HTS-SP + 0.80 '
72 22 4/89 OD 29 %-TW 0.51 VM +19.20
, 73 85 4/89 OD 22 % TW l.44 H2 +17.20 1 74 74 4/89 IDe 22 % TW l.51 HTS-SP +27.20 l 75 75 4/89 OD 28 % TW 0.45 HTS-SF + 0.90 u 78 152 4/89 OD 22 % TW 0.51 C4 +16.90 1 79 51 4/89 OD 26 % TW 0.50 H2 +25.30 79 135 4/89 OD 22 % TW O.64 HI + 0.50 r- 81 49 4/89 OD 22 % TW 0.51 HTS-SF + 0.90'
! 82 52 4/89 ,OD 22'% TW 0.56 HTS-SF + 0.90 82 74 4/89 OD 22 % TW 0.59 C4 +11.90 iB 2 80 4/89 OD 23 % TW 0.44 HTS-SF + 0.80 83 49 4/8S OD 26 % TW 0.47 HTS-SP + 0.70 -'
84 92 4/89 OD 24 % TW 0.46 HTS-SP +-1.00 84 110 4/89 OD 26 % TW 0.45 HTS-SF + 0.60 85 73 4/89 OD 25 % TW 0.40 CTS-SF +11.70 l 87 27 4/89 OD 32 % TW 0.61 H2 + 6.60 <
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- d. QUERY: SG 21 PLOT OF ALL OD&ID INDICATIONS,20-39%,ALL ELEVATIONS,4/89 OUTAGE p3:
.i~< ~_,1% ROW LINE OUTAGE- INDICATION VOLTS LOCATION- INCHES
... .... .......... ............... VALUE...
4/89 OD 39 % TW 0.50 CTS-ST + 2.20 ,
99' 51-4/89 OD 31 % TW 0.56 C5 +14.60 '
99 55 4/89 OD 26 % TW 0.79 C8 +20.80 100 100.4/89 OD 25 % TW 0. 54 C3 -
+16.30 101 73 4/89 OD 29 % TW 0.35 HTS-SP + 0.70 i 105 127.4/89 OD 24 % TW 0.47 CTS-SF + 0.90 '
108 50 4/89- OD 28 % TW 0.58 C3 +13.80- .
109 33 4/89 OD 36 % TW 1.01-C7- +23.50 !
111 73 4/89 OD 24 % TW 0.61 H5 +30.10 112 124 4/89 OD 22 % TW 0.62 C2 + 3.70 114 116 4/89 OD 34 % TW 0.41 HTS-5F + 6*50 114 122 4/89 OD 38 % TW 0.54 C2 +33 SO ,
- +36.30
'115 79 4/89 -OD 26 % TW 1.09 H3 118 74l4/89 OD 26 % TW 0.89 H2 +28.00-
.119 49 4/89 OD 22 % TW 0.53 H2 +25.20 4/89- OD 22 % TW 1.01 H4 +15.10 120- 46 4/89 OD 23 % TW 0.61 CTS-SF + 1.20
'120 100 4/89 OD 22 % TW 1.13 YH +11.70 121- 61 4/89 OD 36 % TW 0.86 DH + 8.10 122 96 4/89 Ob. 31 % TW 0.70 H3~ +28.30 123 113 4/89 OD 21 % TW 0.76 C8 +20.90 1 324 60 4/89 OD 25 % TW 0.41 CTS-SF + 0.50 124 68'4/89 OD 26 % TW 0.54 CTS-SF + 1.10 125 85 4/89 OD 38 % TW 0.83 C1 +35.80 [
126 64 4/89 OD 27 % TW 0.85 H9 +12.70 127 97 4/89 OD 22 % TW 0.76 HTS-SF +11.20 128 54 4/89 OD 35 % TW 0.78 HTS-SF +11.90 129 55 4/89 OD 26 % TW 1.53 C6 + 9.20 129 95 4/89 OD 23 % TW 0.87 C2 +11.70 129 99 4/89 OD 35 % TW 0.37 CTS-SF + 1.80 130 82 4/89 OD 20 % TW 1.06 C2 - +33.00 130- 106 4/89 OD 25 % TW O.57.C10 +25.30
+ 6.90
+ 6.80 '
132 56 4/89 OD 26 % TW 132 84 4/89' OD 28 % TW 1.14 C3 + 4.60 4/89' OD 34 % TW' 1.09 C1 +36.80-132 94 4/89 OD 22 % TW 0.57 CTS-SF + 4.40 135 63 4/89 OD 26 % TW 1.54 CTS-SF +17.80 ,
135 67.4/89 OD 25 % TW 0.85 H5 + 1.70 m 4/89 OD 22 % TW 1.04 H6 +17.50 136 78 4/89 OD 22 % TW 0.60 CTS-SP + 8.70 139 81 4/89 OD 23 % TW 0.99 DH
=
~ TOTAL TUBES.FOUND = 100-p TOTAL INDICATIONS FOUND = 110 i TOTAL TUBES IN INPUT FILE = 8519 y TOTAL TUBES INSPECTED = 8456 i u
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'43 OD 60 % TW + 6.60 ; % 5 31 33 4/89 OD 58 %-TW 0.59 HTS-SF- + 0.90 !
71 123 4/89' '0D 55 4 7W 0.39 HTS-SF + : 0.70 3123' 57 4/89 OD 64 4 TW- 0.39 CTS SF + 1.50 1361 '102:4/89. OD 48 %-TW -1.37 CTS-ST + 5.10 t hbhb kN NAhkob FOUND- = I TOTAL. TUBES IN INPUT FILE = 8519 $ TOTAL TUBES INSPECTED = 8456 G 4 r ; f r
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7 STEAM GENERATOR 21 I. List with Plot of Tubes-Plugged During April / July 1989-k
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r > Staan Generator 821 Tubes Plugged During the 1989 Outage IEQE LINE REASON FOR PIDGGING 5 129 Eddy current testing indication of 51% wall loss originating on the outside diameter of the tube at < HTS-SF + 0.60 inches. , 9 145 Eddy current testing distorted -indication
, originating on the outside diameter of the tube at VM + 0.00 inches.
43 75 Eddy current testing indication of 60% wall loss originating on the outside diameter of the tube at CTS - SF + 6.60 inches.- 53 33 Eddy current testing indication of 58% wall loss i originating on the outside diameter of the tube at j HTS - SF + 0.90 inches.
'I 58 32 Eddy. current testing distorted indication originating on the outside diameter of the tube at HTS - SF + 0.70-inches.
71 123 Eddy current testing indication of 55% wall loss-originating on the outside diameter of the tube at HTS - SF + 0.70 inches. L 96 122 Eddy current testing indication of 39%, 32%, and L\ ~ 16% wall loss originating on the outside diameter - of the tube.at CTS - SF + 2.20, 0.80, and 3.30 inches respectively. j H 104 126 Eddy' current testing-originating on the outside diameter of the tube at distorted indication CTS - SF + 1.80, inches. 117 109 Eddy current 1. testing distorted indication originating on the outside diameter of the~ tube at CTS - SF + 0.70 inches.-
~
i 121- 105 Eddy current testing distorted indication originating on the outside diameter of the tube at CTS - SF + 1.10 inches. 123 57 Eddy current testing indication of 64% wall loss originating on the outside diameter of the tube at CTS - SF + 1.50 inches. i 136 102 Eddy current testing indication of 48% wall loss originating on the outside diameter of the tube at CTS - SF + 5.10 inches. , / N ,
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h Noo . ee:e 6. on .ea. s.......oo v .o.. , .. o, one - re. e, .. ...... onec oc. . on ces c o . .o.... pago. 1-Plonts CALYERT CLIFFS UNIT 2 Stoos Gonorator: 21 Outogot 4/89
............'........................./.89 QUERY: SG 21 PLOT OF TUBES PLUGGED, 4 OUTAGE ROW LINE OUTAGE -INDICATION VALUE VOLTS LOCATION INCHES 5- 129 4/89 PLUGGED MECH-W HTS-PT 4/89 . PLUGGED MECH-W CTS-PF 9 145 4/89 PLUGGED MECH-W HTS-PF 4/89 PLUGGED MECH-W CTS-PF
- 43. 75'4/89' PLUGGED. MECH-W. HTS-PF 4/89 PLUGGED MECH-W CTS-PF-53 33~4/89 PLUGGED MECH-W HTS-PF 4/89 PLUGGED MECH-W CTS-PF 58 32 4/89 PLUGGED WICH-W HTS-PF
'4/89 PLUGGED !iECH-W CTS-PF '71 123 4/89 PLUGGED MECH-W HTS-PF 4/89 PLUGGED' MECH-W CTS-PF 96 122 4/89- PLUGGED- MECH-W HTS-PF .4/89 PLUGGED- MECH-W CTS-PF 104 126 4/89 ~
PLUGGED MECH-W HTS-PF 4/89 PLUGGED MECH-W CTS-PF 117 109 4/89 PLUGGED MECH-W HTS-PT 4/89 PLUGGED MECH-W CTS-PF 121 l'05 4/89 PLUGGED MECH-W HTS-PP 4/89 PLUGGED MECH-W CTS-PF 123 57 4/89 PLUGGED MECH-W HTS-PP 4/89 PLUGGED MECH-W CTS-PP 136 102 4/89 PLUGGED MECH-W HTS-PF 4/89 PLUGGED .NECH-W CTS-PP TOTAL TUBES FOUND = 12 TOTAL INDICATIONS FOUND = 24: TOTAL TUBES IN INPUT FILE = 8519 TOTAL TUBES INSPECTED = 8456 e
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.Plcnt CALVERT. CLIFFS UNIT:2- +
Stoco GGnerators: 2 11 U 0 tCgCs: 11/79 11/82 05/84 10/8B 3/87 4/89 ~*
....................ALL LO.UERY: SGJ21 PLOT,OF TUBES PLUGGED- '~NL ROW LINE OUTAGE INDICATION. VALUE' L '1 l ); .... . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . ........ VOLTS. LOCATION'. INCHES
! \~/' ~ 2- 6 11/79' PLUGGED CONST. HTS-PF
; .11/79 PLUGGED CONST CTS-PF -
2 132 05/84 PLUGGED MECH-W HTS-PF - 05'84 PLUGGED MECH-W CTS-PF 5'-129 4/09 PLUGGED MECH-W- -HTS-PT
-4/89 PLUGGED ~ MECH-W CTS-PP 9 33 3/87' PLUGGED MECH-W HTS-PF 3/87 PLUGGED- MECH-W CTS-PF '
9 145 4/89 PLUGGED MECH-W- HTS-PFE , 4/89 PLUGGED -MECH-W ' CTS-Pr . 14 26 3/87, PLUGGED MECH-W ' HTS-PF 3/87 PLUGGED MECH-W- CTS-PF 14 142 10/85 PLUGGED MECH-W. HTS-PT , t
;10/85 PLUGGED MECH-W CTS-PF i 14 156 3/87 . PLUGGED MECH-W HTS-PF r 3/87 PLUGGED MECH-W ' CTS-PF 19 127 3/87 PLUGGED MECH-W . HTS-PF ~!
3/87 PLl1GG ED - MECH-W CTS-PF 21 141 10/85 PLUGGED MECH-W HTS-PF , 10/85 PLUGGED- MECH-W CTS-PF-22 144 05/84 PLUGGED MECH-W HTS-PF i' 05/84 PLUGGED MECH-W CTS-PF 23 141 10/85 PLUGGED MECH-W HTS-PF 10/85 PLUGGED- MECH-W CTS-PF 25- 157 3/87 PLUGGED MECH-W HTS-PF 3/87 . PLUGGED MECH-W CTS-PF-1- 29 45.3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF 29 139 3/87 PLUGGED MECH-W HTS-PT. 3/87 PLUGGED _ MECH-W CTS-PF 29 143-3/87 PLUGGED MECH-W HTS-PP 3/87 PLUGGED MECH-W CTS-PP 32 14 11/79 PLUGGED CONST HTS-PF f- .11/79 PLUGGED CONST CTS-PP s t 37 157 3/87 PLUGGED MECH-W HTS-PF '
\ L 3/87 PLUGGED MECH-W CTS-PF 38 32 3/87 PLUGGED ~ MECH-W HTS-PF 3/87 PLUGGED- MECH-W CTS-PP 38 34 05/84 PLUGGED MECH-W HTS-PF '05/84 PLUGGED MECH-W CTS-PF 40 32'3/87 -PLUGGED. MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF-42 36-3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED. MECH-W CTS-PF 43 75 4/89- PLUGGED MECH-W HTS-PF 4/89 PLUGGED MECH-W CTS-PP .'44 132 10/85 PLUGGED MECH-W HTS-PF 10/85 PLUGGED MECH-W. CTS-PF 46 128-3/87' PLUGGED MECH-W HTS-PF '
3/87 PLUGGED MECH-W CTS-PF 53 33 4/89 PLUGGED -MECH-W HTS-PP PLUGGED CTS-PF 4/89 MECH-W 54 136 3/87 PLUGGED MECH-W HTS-PF
.Yur -
3/87 PLUGGED MECH-W CTF-PP
$5 91 11/79 PLUGGED CONST HTS-PF 11/79 PLUGGED CONST CTS-PP !H3 32 4/89 . PLUGGED MECH-W HTS-PF 4/89 PLUGGED MECH-W CTS-PF 16 8 122 3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF
[ 70 98 11/79 PLUGGED CONST HTS-PP 11/79 PLUGGED CONST CTS-PF 71 115 3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF 71 123 4/89 PLUGGED MECH-W HTS-PF 4/89 PLUGGED MECH-W CTS-PP
, 74 46 3/87 PLUGGED MECH-W HTS-PF e ,
e
+
f ....a sene L veseeine eve:. e.eimees ume:, n.. . e. ne) . cen si es sense erocese e onces ee. ...... PC 90 - 2: i i/L Plcntt i11/gYERTCLIFFSUNIT2 CA Stoco 0 tratort 21' 11/82 05/84 3/87 4/89 e ig[gtCgDe c . 9 -10/83 ', hp r : QUERY:: SG 211 PLOT OF ALL TUBES PLUGGED s~,
l '! \ R0W LINE'0UTAGE INDICATION VALUE YOLTS LOCATION'. INCHES-a / .... .... .......... ............... ........ . ..... ........
CTS-PP
%~ 3/87 . PLUGGED , ' MECH-W
- 74. 116 3/87 PLUGGED- MECH-W HTS-PF-3/87 PLUGGED ' MECH-W CTS-PP 74 .120 3/87: PLUGGED MECH-W HTS-PF 3/87- ' PLUGGED MECH-W' CTS-PF j 76- 122 3/87 ' PLUGGED MECH-W ' HTS-PF .
,3/87' PLUGGED MECH-W CTS-PF 1 80 52-10/85' ' PLUGGED MECH-W ' HTS-PF -
10/85 PLUGGED' MECH-W CTS-PF 1 80~ 114 3/87- PLUGGED MECH-W HTS-PF' i 3/87 PLUGGED MECH-W CTS-PT l 81 '61 11/79 PLUGGED CONST HTS-PT l 11/79 ~ PLUGGED CONST CTS-PT
- 81 97 3/87 PLUGGED MECH-W ' HTS-PF 3/87 PLUGGED MECH-W CTS-PF 83 '57 11/79 PLUGGED, CONST-CONST-HTS-PF CTS-PP 11/79 PLUGGED 85 51 3/87- PLUGGED MECH-W HTS-PT 3/87 PLUGGED MECH-W CTS-PT 88 90 3/87 PLUGGED. MECH-W- HTS-PF.
3/87 PLUGGED MECH-W CTS-PF 89 119 3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PT-91 105 3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF 96 122 4/89 PLUGGED MECH-W HTS-PP 4/89 PLUGGED MECH-W CTS-PF 97 103.3/87 PLUGGED MECH-W HTS-PF 3/87- PLUGGED MECH-W ' CTS-PP.
.99- 53 3/87 PLUGGED ' MECH-W HTS-PP 3/87 PLUGGED MECH-W CTS-PF~
99 117 11/79 PLUGGED CONST HTS-PF 11/79 PLUGGED CONST' CTS-PF y.[ T . 104 126 4/89 4/89 PLUGGED PLUGGED MECH-W MECH-W HTS-PF CTS-PF l
~\ 112 102 3/87 PLUGGED MECH-W HTS-PF CTS-PP E 3/87 PLUGGED MECH-W HTS-PF L 113 123 3/87 ~ PLUGGED. MECH-W 3/87 . PLUGGED MECH-W CTS-PF i PLUGGED CONST HTS-PF i
114 78 11/79 11/79 -PLUGGED CONST CTS-PP 116 120 3/87 PLUGGED MECH-W HTS-PP 3/87 PLUGGED MECH-W CTS-PF L 117 109 4/89. PLUGGED MECH-W HTS-PP h 4/89 PLUGGED MECH-W CTS-PF 120 54 3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED- MECH-W 1 CTS-PF 120 58 3/87 PLUGGED MECH-W HTS-PP 3/87 PLUGGED MECH-W CTS-PP 121 105 4/89 PLUGGED MECH-W HTS-PF~ 4/89 PLUGGED MECH-W CTS-PP. . 122 64 3/87 PLUGGED MECH-W HTS-PP' 3/87 PLUGGED MECH-W CTS-PF
- i. 122 92 3/87 PLUGGED MECH-W HTS-PF L 3/87 PLUGGED MECH-W CTS-PF l 123 57 4/89 PLUGGED MECH-W HTS-PF l> 4/89 , PLUGGED MECH-W CTS-PF
' 126 108 3/87 PLUGCED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF 127 53.3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF r 127. 107 3/87 PLUGGED MECH-W HTS-PF
[ 3/87 PLUGGED MECH-W CTS-PF L 128 52 05/84 PLUGGED MECH-W HTS-PF 1 05/84 PLUGGED MECH-W CTS-PF l 129 53 3/87 PLUGGED MECH-W HTS-PF 3/87 PLUGGED MECH-W CTS-PF l . l ' (s I. - 1 e
E
~ . ,. . 1, . s ..... .. .s ,.. . m . .. . . .............1..........l........ q ; . :Plcnts CALVERT CLIFTS UNIY 2- . .Stoco Gonnrators'21 y ,0utOg0s: 11/79L 11/82 05/84 10/85 3/87 4/89- .:OUERY -.SG 211 PLOT OF ALL' TUBES-PLUGGED d t /'~'[ . -ROW LINE=OU7 AGE; INDICATION.
VALUE~ YOLTS-LOCATION INCHES
" N--(
- 132 58 10/851 PLUGGED- MECH-W- HTS-PP-10/85 PLUGGED MECH-W CTS-PP .
132 110'3/87 PLUGGED MECH-W HTS-PF' l 3/87 . PLUGGED MECH-W- CTS-PT 133 109 3/87- PLUGGED MECH-W HTS-PT- > 3/87 PLUGGED MECH-W CTS-PT- , 136 64 10/85 PLUGGED MECH-W HTS-PT 4
< 10/85 ~ PLUGGED. MFCH-W CTS-Pr-136 70 11/82 PLUGGED MECH-W HTS-PT-11/82 PLUGGED MECH-W CTS-PT :t MECH-W' HTS-PF . 136' 102 4/89 PLUGGED CTS-PF 4/89 . PLUGGED MECH-W ' i 139 . 87 10/85 PLUGGED. MECH-W- HTS-PF ;
10/85: PLUGGED MECH-W -CTS-PF ' 140 86 10/85 PLUGGED MECH-W HLS-Pr. 10/85 PLUGGED MECH-W CTS-PF t TOTAL TUBES FOUND = 75 TOTAL INDICATIONS FOUND = 150 , o i P ' (3 i)' s . E ; Lo e
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yJ b APPENDIX IIE EDDY CURRENT TEST RESULTS STEAM GENERATOR'22 .
"o' A. List.with Plot of All Indications B. List with Plot of <20% Indications C. List with Plot of 20% - 39% Indications
- D '. . List'with Plot of->39% Indications c E. List with Plot of Distorted Indications '
L F. Lists with Plots of Tubes,not Rolled
~
I G. Lists with Plots of Sludge Data H. List with Plot of Tubes Dented' I. List'with Plot of Tubes Plugged During I ' E April / July 1989 J. List with Plot ~of all' Tubes' Plugged y c;) L(~ - 1 1 O . e 3 i
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! STAYS (D) : 7 OUT OF SERVICE (#1 : 28 'f - _~ ....w _,.
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- 8 8 6 ' H * * ***** PC90 'I Plcnts CALVERT CLIFFS UNIT 2 ,Stoco Genorotors 22 OutCgos .4/89 QUERY: SG 22 PLOT ~OF ALL INDICATIONS, ALL ELEVATIONS, 4/89 OUTAGE l
,y } VALUE VOLTS-LOCATION INCHES l p ROW LINE OUTAGE INDICATION ..... ......... ......
y ;A ... .... .......... ............... ........- 1 .33 4/89 OD 33 % TW 0.59 HTS-SF +33.90 2- 52 4/89 OD 22 % TW 0.43 HTS-SF +13.80 2- 108 4/89 OD 2 TW 0.48 HTS-SF +32.90 3- 167J4/89 OD .L $ ' . " 0.38 HTS-SP + 4.40 l 5 Si t/89 OD 17 % Tn 1.24 H4 5 .133 4/89 OD 24 % TW 0.74 CTS-SF + 6.10 7 SS 4/89 OD 26 % TW l.23 HI +20.30 10 52 4/89 OD 22 % TW 0.58 DH 11 59 4/89 OD 28 % TW 0.51 C3 + 8.50 14 52 4/89 OD 6 % TW 0.73 C5 +23.10 l 4/89 OD 11 % TW 0.72 C4 +14.70 4/89 OD 38 % TW 0.51 C4 +10.20
+30.70 15 29 4/89 OD 13 % TW 0.67 C2
- 15. 139 4/89 OD 17 % TW 0.49 CTS-SF +20.10 4/89 OD 23 % TW 0.44 CTS-SF- +21.40 4/89 OD 11 % TW 0.75 H2 + 4.50 17 43 4/89 OD 8 % TW 0.76 C2 +11.80 18 136 4/89 OD 24 % TW 0.47 HTS-SF + 0.80 22 106 4/89 OD 35 % TW 1.29 C4 + 1.40 23 145 4/89 OD 15.% TW l.87 HTS-SP +30.30 25 35 4/89 OD 22 % TW 0.50 H3 +13.00 '
25 63 4/89 OD 36 % TW 0.45 C3 + 6.90 25 129 4/89 OD 11 % TW l.14 HTS-SF + 0.60 26 24 4/89 OD 34 % TW 0.70 VM 27 15 4/89 OD 22 % TW 0.71 H4 +25.20 27 145 4/89 OD 10 % TW 0.92 C2 +11.70 28 112 4/89 OD 33 % TW 0.80 H3 + 6.60 4/89 OD 19 % TW 0.64 HI +16.80 29 29 4/89 OD 33 % TW 0.49 HTS-SP + 1.10
- 30. 36 4/89 OD 8 % TW 1.08 C4 +34.90 31 27 4/89 OD 25 % TW 1,39 C4 +19.40 31 67 4/89 OD 10 % TW 1.00 Cl +28.80 34 38 4/89 OD 95 % TW 0.36 HTS-SF + 6.00
. i 34 94 4/89 OD 36 % TW 0.48 DH , I t 35 75 4/89 OD 28 % TW 2.11 DH 35 77 4/89 OD 18 % TW 1.18 Cl +13.30 37 41 4/89 OD 35 % TW 0.49 H2 +31.50 37 47 4/89 OD 38 % TW 0.53 Cl +19.20 37 97 4/89 OD 24 % TW 1.23 HI +11.40 4/89 OD 22 % TW 0.71 HI +14.80 37 163 4/89 OD 17 % TW 1.90 C4 +21.00 39 27 4/89 OD 12 % TW 0.77 C4 +37.20 39 105 4/89 OD 13 % TW 0.51 HTS-SF +13.20 42 84 4/89 OD 28 % TW 0.51 Cl +25.10 43 53 4/89 OD 39 % TW 0.45 C3 +11.00 43 139 4/89 OD 10 % TW 0.61 C1 +11.70 44 34 4/89 OD 12 % TW 6.07 HTS-SF +12.40 44 38 4/89 OD 23 % TW 0.58 HTS-SF + 0.50 45 79 4/89 OD 15 % TW 0.60 H2 +33.90 47 69 4/89 OD 33 % TW 0.56 C5 + 2.20 50 38 4/89 OD 35 % TW 0.52 HTS-SF + 8.60 4/89 OD 35 % TW 0.42 YM + 5.40 50 40 4/89 OD 28 % TW 0.41 HTS-SF + 1.00 54 42 4/89 OD 19 % TW 0.52 CTS-SF + 3.60 54 70 4/89 OD 11 % TW 1.30 H3 54 84 4/89 OD 31 % TW l.00 C3 +23.30 54 120 4/89 OD 33 % TW 1.20 HTS-SP +28.60 55 21 4/89 OD 16 % TW 0.75 H3 + 8.40 55 127 4/89 OD 15 % TW 0.64 H2 +19.40 55 143 4/89 OD 28 % TW 0.53 VM 56 144 4/89 OD 25 % TW 0.60 H4 +12.90 58 22 4/89 OD 51 % TW l.13 VM 58 98 4/89 OD 85 % TW 0.43 HTS-SP + 0.80 59- 131 4/89 OD 27 % TW 0.78 HTS-SF + 0.80 60 150 4/89 OD 18 % TW 0.68 C5 +24.10 62 70 4/89 OD 25 % TW 0.52 HTS-SP + 0.80
, 64 52 4/89 OD 38 % TW 0.49 VM v
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Plcnta CALVERT CLIFFS UNIT 2 ' Stoco Gonorator:-22 CuttgO s 4/89
~
r OUERY: SG 22 PLOT OF ALL INDICATIONS, ALL ELEVATIONS, 4/89 OUTAGE
,s . ROW LINE OUTAGE VOLTS LOCATION INCHES 't ) INDICATION..... VALUE '~'r ..... ......... ...... ,
a ... .... ......... .......... ........ 65 17 4/89 OD 11 % TW .0.81 H3- + 6.30 4/89 OD 31 % TW 0.56 VM +26.80 65 109 4 89 OD 22 % TW 0.59 H6 +13.40 66 72 4 89 OD 13 %LTW- 0.56 HTS-SF + 0.60 4 89. OD -28 % TW 0.48 HTS-SP + 1.00 ' 67 95-4/89 OD 35 % TW 0.35 CTS-SP + 2.20 67 101 4/89 OD 35 % TW 0.53 HTS-SF +14.80-68 102 4/89 OD 19 % TW 0.50 C3 +14.90 68 108 4/89 OD 17 % TW 0.50 HTS-SF + 0.80 70 40 4 89 OD 2 % TW 0.41 CTS-ST + 0.50 70 78.4 9 OD 16 % TW 0.52 HTS-ST + 0.80 71 77 4 9 .OD 22 % TW 0.49 HTS-SF + 0.80 72 94 4 9 OD 11 % TW 0.65 CTS-SF *+ 5.60 72 110 4/89 OD- 25 % TW 0.57 CTS-SF +26.70 72 152 4/89 OD , 35 % TW 0.49 HTS-ST +17.90 73 21.4/89 OD 28 % TW 0.88 VM 73 137 4/89 OD 12 % TW 0.51 C2 +29.20 i 75 23 4/89 OD 22 % TW l.10 DC 76 94 4/89. OD =25 % TW 0.46 HTS-SP + 0.90 , 76 98 4/89 OD 10 % TW 0.85 HTS-ST + 0.80 77 15 4/89 OD 21 % TW 0.61 HI +21.20 77 57 4/89 OD 13 % TW 0.63 C3 +16.30 78 82 4/89 OD 38 % TW 0.70 C5 +29.70-78 118 4/89 OD 18 % TW 0.71 DH +13.40 4/89- OD 10 % TW 0.69 HB + 9.30 81 23 4/89 OD 49 % TW 4.27 YM 81 61 4/89 OD 21 % TW 0.54 C6- +15.10 81 -101-4/89 OD 15 % TW 0.60 H3 +33.60 81 105 4/89 OD 15 % TW 0.67 H3 +12.70 82 62 4/89' OD 12 % TW 0.76 C3 +30.80 4/89 OD 16 % TW 0.88 H4 + 6.30 82 94 4/89 OD 21 % TW 0.71 HTS-SP + 1.20
. 82 98 4/89 OD 12'% TW 0.60 HTS-SF + 0.50. '
83 31 4/89 OD 32 % TW 1.15 HI +19.00 84 24 4/89 'OD 28 % TW l.90 VH +22.00 84 76 4/89 OD 28 % TW 0.44 HTS-SP + 0.70 84 86 4/89 OD 26 % TW 0.93 HTS-SP + 5.80 84 94 4/89 OD 16 % TW 0.46 HTS-SF + 0.60 84 112 4/89 OD 27 % TW 0.56 HTS-SF + 5.00 84 142 4/89 OD 32 % TW 1.34 C4 + 2.40 85 63 4/89 OD 13 % TW 0.53 C4 +31.90 85 125 4/89 OD 23 % TW 0.54 H3 +32.00 86 74.4/89 OD 44 % TW. 0.57 HTS-SP + 0.60 86 92 4/89 OD 18 % TW l.10 HTS-SF + 0.80 86 94 4/89 OD 35 % TW 0.35 HTS-SF + 0.70 86 128 4/89 -OD 15 % TW 0.55 C6 +22.50 87 35 4/89 OD 35 % TW 0.59 H7 + 6.50 87 85 4/89 OD 13 % TW 1.05 H5 +21.40 87 129 4/89 OD 22 % TW 0.41 HTS-SF + 9.00 87 133'4/89 OD 19 % TW l.24 C8 +11.90 89 21 4/39 OD 32 % TW l.31 C8 +21.40 89 55 4/89 OD 10 % TW 0.73 C5 +10.90 89 85 4/89 OD 7 % TW 0.96 Cl +22.40 90 34 4/89 OD 22 % TW 0.56 H5 +35.00 91 83 4 89 OD 22 % TW 0.46 VH + 3.70' 91 113 4 89 OD 38 % TW 0.76 H2 + 7.70
- 91. 139 4 89 .OD 22 % TW 0.60 H5 + 3.70 93 103 4/89 OD 12 % TW 0.88 YH +17.10 93- 127 4/89 OD 15 % TW 0.66 HTS-ST +14.90 94 26 4/89 OD 38 % TW 0.50 VM 95 Ill 4/89 OD 25 % TW 0.61 HTS-SF +14.70 95 127 4/G9 OD 24 % TW 0.61 HI +18.40
+26.80 95 135 4/89 OD 34 % TW 0.55 H9 96 94 4/89 OD 10 % TW !.81 DH 96 112 4/89 OD 19 % TW 0.64 H2 +34.90 97 33 4/89 OD 12 % TW l.33 H4 + 6.10 97 97 4/89 OD 21 % TH 0.53 H3 + 9.90 O F s
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..>s sees on on me, e em.. .. m., c:, ii. no.1 n n es + .... :ececi a e e n s e. +..... _ p c 9 0 3- . Plcnt CALVERT CLIFFS UNIT 2 Stocc Gonorators 23 ,
Outtgo: 4/09 QUERY: SG 22 PLOT OF ALL INDICATIONS,.ALL, ELEVATIONS, 4/89 OUTAGE - y- ................................................................. 0 l Ee r^Ni - ROW LINE OUTA0E . INDICATION YALUE YOLTS LOCATION INCHES ! JN_) 97' 105 4/89 OD 22 % TW 0.80 YH +25.10 98 54 4/89- OD 39 % TW 0.83 H9- +20.90
-101- 51-4/89 OD 31 % TW 0.72 H8 + 7.10 4/89 OD 25 % TW 0.73 C3 +32.60 101 109 4/89 OD 25 % TW 0.95 YM +10.70 4/89 OD 25 % TW 0.95 YM +10.70 .
103 37 4/89 OD 28 % TW 0.78 C9 103 115 4/09 OD 21 % TW 1.01 H5 +32.40 . 4/89 OD 21 % TW 1.01 H5 +32.40 104 68 4/89- OD 11 % TW 0.50 H7 +18.00 104 98 4/89 OD 22 % TW 0.58 H7 + 7.50 104 110 4/89 OD 11 % TW 0.54 C3 +25.60 4/89 OD 11 % TW 0.54 C3 +25.60 104 126 4/89 OD 15 % TW 0.54 H3 +19.30 4/89 OD 26 % TW 1.28 H3 + 9.80 4/89 OD 15 % TW 0.54 H3 +19.30 4/89 OD 26 %.TW 1.28 H3 + 9.80 106 40 4/89 OD 31 % TW 0.55 H5 +28.60 107 77 4/89 OD 19 % TW 0. 85' H3 + 6.10 108 62 4/89 OD 12 % TW 0.59 H7 +17.40 108 112 4/89 OD 12 % TW 0.81 C9 + 4.70 4/89 OD 38 % TW 0.74 H4 +19.00 4/89 OD 31 % TW 1.50 H4 - +13.90 109 37 4/89 OD 22 % TW 0.73 HTS-SF +32.70 109 83-4/89 OD 28 % TW 0.94 H4 + 7.00 109 101 4/89 OD 21 % TW 0.94 H4 +32.40 4/89 OD 35 % TW 0.67 H4- +36.70 110 38 4/89 OD 26 % TW 0.84 C3 +13.30 4/89 OD 33 % TW 0.86 C3 +19.90 4/89 OD 38 % TW 1.17 C3 +37.60 110 62 M89 OD 24 % TW 0.66 H4 +20.30 110 66 U89 OD 26 % TW 0.51 C3 +27.80
, 111 67 4/89 OD 10 % TW 0.54 H4 +31.20 111 83 4/89 OD 19 % TW 0.55 H3 . +25.60
- 111 111 4/09 OD 18 % TW 1.10 C7 +10.30 l
! 111 119 4/89. OD 7 % TW 1.03 H4 + 6.20 1 112 102 4/89 OD 19 % TW 0.73 C3 +22.70 l 114 102 4/89- OD 24 % TW 0.55 C2 +33.60 l 4/89 OD 21 % TW 1.08 C3 +34.70 4/89 OD 23 % TW 0.72 C4 +21.50 4/89 OD 24 % TW 0.96 C5 + 4.70 4/89 OD 34 % TW 0.62 C7 +16.80 116 86 4/89 OD 19 % TW 0.53 H2 +13.60 116 96 4/89 OD 38 % TW 1.16 C8 +15.10 4/89 OD 10 % TW 0.65 HTS-SF +23.00 117 127 4/89 OD 17 % TW 0.93 C4 +33.40-118 52 4/89 OD 22 % TW 1.07 H5 +10.50 4/89 OD 18 % TW 0.76 H5 +19.80 4/89 OD 22 % TW 0.83 H6 + 2.60' 4/89 OD 17 % TW 0.94 H9 + 3.40 4/89 OD 23 % TW 0.54 H9 + 7.10 4/89 OD 26 % TW 0.51 H9 +13.50 119 75 4/89 OD 19 % TW 3.56 H4 + 4.80 120 48 4/89 OD 26 % TW 0.70 C4 +24.90 4/89 OD 11 % TW 0.61 C1 + 7.40 4/89 OD 12 % TW 0.45 CTS-SP + 8.00 1 2 1- 73 4/89 OD 28 % TW 0.73 H5 +32.30 122 88 4/89 'OD 22 % TW 0.50 DC 4/89 OD 24 % TW 0.41 C9 + 6.00 4/89 OD 26 % TW 0.64-C7 +16.60
( 4/89 OD 23 % TW 0.54 C2 +36.80
/ 122 92 4/89 OD 29 % TW 0.89 H4 +14.30 122 124 4/89 OD 38 % TW 0.62 C7 +11.10 123 107 4/89 OD 33 % TW 0.47 H5 +15.80 124 120 4/89 OD 2 % TW 1.00 CTS-SF +26.40 125 101 4/89 OD 15 % TW 0.78 C4 +30.40 126 64 4/89 OD 17 % TW 0.61 H7 + 7.10 O
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, Pldnt CAL' VERT CLIFFS UNIT 2- Stoaa;Gonorators:23 ;0utogo:L - -4/89-SG:22 PLOT OF ALL .............................. ~
_1
' ........................-INDICATIONS, 0.UERY: CALL ELEVATIONS, 4/.89 . . . .OUT.AGEf ^!,
6 J : f L-f ? YALUE- -VOLTS LOCATION: INCHES :
,, : 1 ROW'LINE OUTAGE 4.................. .... ........... INDICATION ........ ..... ................ 9 +19.70-1 ~
1129' -95:4/89- OD 28 %.TW :0.59 H6 131' 107 4/89 OD 27 % TW 0.66 YH= +26.40- > 4 132 74'4/89: - 0 D --- 25 % TW 0.79 H9 + 3.80' 132- 104.4/89 OD. 21' % TW / '1.07 HTS-ST_ . +.9.70 o 133 97=4/89 OD 12:.% TW 0.51 C6 + 3.20 L 133 ' 107 4 89. OD. 16 % TW 1.06 H2 +29.60-L 4 89L .' = 0D . 26:4 TW- 1.42.H3 + 3.30 135 .95J4 89 OD' 11.W TW 'O.86 H4 +26.40 136. '64 4/89' OD 36 %-TW 0.90 VH +23.90
'139 91'4/89- OD. 17-%-TW- 0.74'H4 + 6.50 ~ 14 0 84'4/89 OD- 37-% TW- 0.55 H3 +18.60 '140; 86 4/89 OD- 16 % TW 0.40 HTS-SF .+ 5.20 TOTAL TUBES FOUND = 174 TOTAL INDICATIONS FOUND' '= 213.
TOTAL TUBES.IN INPUT FILE = 8519 TOTA 4rTUBES-INSPECTED: = '8491
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DUTAGE: 4/89' , s . <a, rm 1 TOTAL TUBES : 8519 TOTAL TISES ASSIGNED : - 77
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OUTAGE YOLTS LOCATION.- INCHES L[ a ,) ROW!LINE
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+32.90 --OD' 18 % TW 0.48 HTS-SF- ~ 't 2- 108 4/89 5 51-4/89' OD 17'% TW 1.24 H4 -
14 52 4/89- .OD 6 % TW1 0.73 C5 +23.10 4/89' OD 11 % TW- 0.72 C4 +14.70 15 29 4/89 OD 13 % TW 0.67 C2 +30.70 0 15- 139 4/89' OD 17 % TW 0.49 CTS-SF +20.10 4/89 OD 11 % TW 0.75 H2- + 4.50 , 17 43'4/89 OD. 8 % TW 0.76 C2 +11.80 E 23 145 4/89 OD 15 % TW 1.87 HTS-SF +30.30-25 129 4/89 OD 111% TW 1.14 HTS-SF. + 0.60' 27' 145 4/89 OD 10'% TW 0.92 C2- +11.70
'28=.312.4/89 OD 19 % TW 0.64 HI . +16.80 30 36'4/89 OD , . 8 % TW 1.08 C4 .+34.90 31 67-4/89 OD 10 % TW- 1.00'C1 +28.80 35' 77.4/89 OD 18 % TW 1.18 C1 +13.30 i 37 163,4/89' OD- 17 % TW 1.90 C4 +21.00 1 39 27f4/89 OD 12.4 TW' u0.77 C4 +37.20. l 39' 105:4/89- OD 13 % TW 0 ' 51 HTS-SF +13.20 )
43 139.4/89 'OD 10 % TW 0 61 C1 +11.70 1 44 34.4/89 OD 12 % TW 6.07-HTS-SF- +12.40 ! 45 79 4/89 OD 15 % TW .0.60 H2 +33.90 L 54 42'4/89 OD 19 % TP 0.52 CTS-SP + 3.60 t 54 70 4/89 OD 11 % 'lH 1.30 H3 L 55 21 4/89 OD 16-% TW -0.75 H3 + 8.40 E 55 127 4/89 OD- 15 % TWL 0.64 H2. +19.40 60 158 4/89 OD 18 % TW 0.68-C5 +24.10 65 17 4/89 OD 11 % TW 0.81 H3 + 6.30. 66 72 4/89 OD 13;% TW 0.56 HTS-SF + 0.60 68 .102 4/89 OD 19-% TW 0.50 C3 +14.90 68 108 4/89 OD 17 % TW 0.50 HTS-SP + 0.80 70 40 4/89 OD 2 % TW 0.41 CTS-SF + 0.50 70 78 4/89 OD 16 % TW 0.52 HTS-SF + 0.80 72 94 4/89 OD 11 % TW 0.65 CTS-ST + 5.60 73 137 4/89- OD 12 % TW 0.51 C2 +29.20
-0 , 76-77 78 98 4/89 57 4/89 118 4/89 OD OD OD 10 % TW 13 % TW 18 % TW 0.85 0.63 0.71 HTS-SF C3 DH + 0.80 +16.30 +13.40
!; 4/89 OD- 10 % TW 0.69 H8 + 9.30 l' 81 101 4/89 OD 15 % TW 0.60 H3 +33.60 81 105 4/89 OD 15 % TW 0.67 H3 +12.70 82 62 4/89 OD 12 % TW 0.76 C3 +30.80 4/89- OD 16 % TW 0.88 H4 + 6.30 82 98 4/89 OD 12 %~TW 0.60 HTS-SF +-0.50 84 94 4/89 OD 16 % TW 0.46 HTS-SF + 0.60 a 85 o63 4/89 OD 13 % TW 0.53 C4 +31.90 86 92-4/89 OD 18 % TW 1.10 HTS-SF + 0.80- i 86 128 4/89 OD 15 % TW 0.55 C6 +22.50 87 85 4/89 OD 13 % TW 1.05 HS +21.40 87 133.4/89 OD 19 % TW 1.24 C8 +11.90' 89 55 4/89 OD 10 % TW 0.73 C5 +10.90 89 '85 4/89 OD 7 % TW 0.96 C1 +22.40 93 103 4/89 OD 12 % TW 0.88 YH +17.10 93 127 4/89 OD 15 % TW 0.66 HTS-SF +14.90 96 94'4/89 OD 10 % TW 1.81 DH - 96 112 4/89 OD 19 % TW 0.64 H2 +34.90 97 33 4/89 OD 12 % TW 1.33 H4 + 6.10 104 68 4/89 OD 11 % TW 0.50 H7 +18.00 104 110 4/89 'OD 11 % TW 0.54 C3 +25.60 4/89 OD 11 % TW 0.54 C3 +25.60 104 126 4/89 OD 15 % TW 0 54 H3 +19.30 15 % TW 4/89 OD 0.54 H3 +19.30
.~J 107 77 4/89 OD 19 % TW- 0.85 H3 + 6.10 108 62 4/89 OD 12 % TW 0.59 H7 +17.40 108 112 4/89 OD 12 % TW 0.81 C9 + 4.70 111 67 4/89 OD 10 % TW 0.54 H4 +31.20 111 83 4/89 OD 19 % TW 0.55 H3 +25.60 f 111 111 4/89 OD 18 % TW 1.10 C7 +10.30 0 .
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INCHES ......
- lil- 119 4/89.. OD ' ?t %- TW 1.03 H4. + 6.20-112 102 4/89 OD 19 % TW 0.73--C3 +22.70.
116- 86 4/89 OD 19.% TW. 0.53,H2 +13.60 316 96 4/89 OD 10<% TW 0.65 HTS-ST~ +23.00 >
~17'% TW +33.40 117 127 4/89 OD - i 0.93 C4 318' 52 4/89' OD. 18--% TW 0.76 H5 :+19.80 i 4/89 OD 17 % TW 0.94 H9 + 3.40 119 75'4/89- OD 19 % TW 3.56-H4 + 4.80 120: -48 4/89 OD 11 % TW 0.61 C1' + 7.40 4/89 OD - 12 % TW 0.45 CTS-SF + 8.00- .124 120 4/89 OD 2 %~TW 1.00 CTS-SF. ' +26.40- -125- 101'4/89 OD 15 % TW: 0.78 C4 ' +30.40 126' 64 4/89 OD 17.4 TW 0.61 M7 + 7.10 97 4/89 OD' 12 ' % TW' O.51-C6 .+ 3.20 .133 133 107 4/89 OD 16 % TW~ 1.06 H2 +29.60 -
OD 11 % TW 0.86 H4. +26.40 -! 135 95 4/89' + 6.50 139 91 4/89' OD 17 % TW 0.74 H4 . 140 86 4/89 OD 16 % TW 0.40 HTS-SF + 5.20 TOTAL TUBES FOUND = 77 TOTAL INDICATIONS FOUND = 85 E 1 1 TOTAL TUBES IN INPUT FILE == 8519 l' TOTAL TUBES INSPECTED 8491 p%_/
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'oCuttgot, 4/89 ' QUERY: SG 22 PLOT OF INDICATIONS, 20-39%, ALL ELEVATIONS, 4/89 0UTAGE:
f l'Oe ROW LINE OUTAGE INDICATION VALUE INCHES VOLTS LOCATION..... ......... ......'
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, Vw / * - 1 33,4/89- CD 03-t TW 0.59-HTS-SP' +33.90~
;2~ 52.4/89- OD 22:%'TW 0.43 HTS-SF- +13.80 eli -3 167 4/89 OD 26 % TWc 0.38 HTS-ST + .4.40 i 5 133 4/891 OD 24,% TW- 0.74 CTS-SF + 6.10- i 7- 55 4/89 OD 26 % TW 1. 2 3 }ll +20.30- 1 L =10 52 4/89 OD 22 % TW 0.58 DH ,
l: 11 59 4/89- OD 28.%'TW 0.51 C3 + 8.50 L 14' 52 4/89 OD 38 % TW .0.51 C4 +10.20 15 139J4/89 OD 23 % TW- 0.44 CTS-SF- +21.40' 18 136-4/89 OD .24 % TW 0.47 HTS-SF + 0.80' 22- 106 4/89 OD- 35 % TW 1.29 C4 + 1.40 251 35-4/89 OD 22 % TW- 0.50 H3 +13.00 25 63-4/89 OD -D6 % TW 0.45 C3 *+ 6.90-26 24 4/89 OD 34 % TW 0.70 VM 27 15~4/89 OD 22 % TW 0.71 He -+25.20 i 28 112-4/89. OD 33 % TW 0.80 H3 +.6.60 29 29/4/89 OD 33 % TW 0.49 HTS-SF + 1.10:
- 31. 27-4/89 OD 25 % TW 1.39 C4 +19.40; 34- -94'4/89 OD 36 % TW 0.48 DH 35 75 4/89 OD 28 % TW 2.11 DH 37 41 4/89 OD 35 % TW 0.49 H2 +31.50 37 47 4/89 OD 38 % TW 0.53 C1 '+19.20
, 37 97 4/89 ODl 24 % TW 1.23 Hl. +11.40 - l 4/89 OD 22 % TW 0.71 HI +14.80-42- 84 4/89 OD 28 % TW 0.51 C1' +25.10 43 53 4/89 OD 39 % TW 0.45 C3 +11.00 : 44 38 4/89 OD 23 % TW 0.58 HTS-ST + 0.50' H 47 69 4/89 OD 33 % TW- 0.56 C5 + 2.20 '! 50' -38 4/89 OD 35 % TW' O.52' HTS-ST + 8.60 4/89 OD 35 % TW 0.42 VM + 5.40 50 40 4/89 OD 28 % TW 0.41 HTS-SP + 1.00-54 '84.4/89- OD 31 % TW: 1.00 C3 - +23.30
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54 120 4/89 OD 33 % TW 1.20 HTS-SF +28.60 55 143 4/89 OD 28 % TW 0.53~VM 56 144 4/89 OD 25 % TW 0.60 H4 +12.90-J[s 59 131'4/89 OD 27 % TW 0.78 HTS-SF + 0.80
+ 0.80 ~ r .62 70 4/89 OD 25 % TW 0.52' HTS-ST 64 52 4/89 OD 38 %'TW 0.49 VM ;
65 17.4/89 OD 31 % TW 0.56 VM +26.80 4 65 109 4/89 OD 22 % TW 0.59 H6 +13.40 ; 66 72 4/89 OD 28 % TW 0.48 HTS-ST + 1.00 . 67' 95 4/89 OD 35 % TW- 0.35 CTS-SF + 2.20 i 67 101 4/89 OD 35 % TW 0.53 HTS-SF +14.00 i 71 77~4/89 OD 22 % TW 0.49 HTS-SP + 0.80 72 110-4/89- OD 25 % TW 0.57 CTS-SF +26.70 3 72- 152 4/89 OD 35 % TW 0.49 HTS-SF +17.90 -l 73 21 4/89 OD 28 % TW 0.88 VM 75 23 4/89 OD 22 % TW 1.10 DC I 76' 94 4/89 OD 25 % TW 0.46 HTS-SF + 0.90 i 77 15 4/89 OD 21 % TW 0.61 HI +21.20 I 78 82 4/89 OD 38 % TW 0. 7 0 C5. +29.70 81- 61 4/89 OD 21 % TW 0.54 C6- +15.10 82 94 4/89 OD 21 % TW 0.71 HTS-SF + 1.20 83 31'.4/89 OD 32 % TW .1.15 HI +19.00 , 84 24 4/89 OD 28 % TW 1.90 VH +22.00 i~ 84 76:4/89 OD 28 % TW 0.44 HTS-SF- + 0.70 84 86 4/89 OD 26 % TW 0.93 HTS-SF + 5.80 s 84 112'4/89 'OD 27 % TW 0.56 HTS-SF + 5.00 84 142 4/89 OD 32 % TW 1.34 C4 + 2.40
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, 86 94 4/89 OD 35 % TW 0.35 HTS-ST + 0.70 87 35 4/89 OD 35 % TW 0.59 H7 + 6.50 87 129 4/89 OD 22 % TW 0.41 HTS-SF + 9.00 89 21 4/89 OD 32 % TW l.31 C8 +21.40 90 34 4/89 OD 22 % TW 0.56 HS +35.00 91 83.4/89 OD 22 % TW 0.46 VH + 3.70 91 113 4/89 OD 38 % TW 0.76 H2 + 7.70 4
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.0.UERY .SG 22 PLOT >0F INDICATIONS, 20-39%, ALL ELEVATIONS, 4/89.03TAGE
(~$-.- _ ROW LINE.0UTAGE'. _ INDICATION VALUE YOLTS-LOCATION' INCHES-as _J e ;i i;; ; ;;----- 5;------------- ;; i ;; ;;;; ;;------- - ;;;; , 94- 38 % TW 26 4/89 OD 'O.50 VM 95- 111 4/89 OD 25 % TW 0.61 HTS-SF +14.70 . 95~ 127-4/89: OD 24 % TW 0. 61 ~ H I +18.40 95-~135 4/89 OD- 34 % TW 0.55 H9 +26.80 97 97.4/89 OD 21 % TW 0.53 H3 + 9.90 97 -105-4/89 OD 22 % TW 0.80 YH +25.10 98 54 4/89 OD 39 % TW 0.83 H9 +20.90 101 51 4/89 OD 31 % TW 0.72 HB + 7.10 4/89 OD 25 % TW 0.73 C3 +32.60-101- 109 4/89 OD 25 % TW 0.95 YM +10.70 4/89 OD 25 % TW 0.G5 YM +10.70 103 37 4/89 OD 28 % TW 0.78 C9
- 103 115 4/89 OD 21 % TW 1.01 H5 '+32.40= ,
4/89 OD ' 21 % TW 1.01 H5' +32.40 104 98 4/89 OD 22 % TW 0.58 H7 + 7.50-104 126 4/89 OD 26 % TW l.28'H3 + 9.80 ' 4/89 OD 26 % TW 1.28 H3 + 9.80 106 40 4/89 OD 31 % TW 0.55 HS +28.60 - 108 112 4/89 OD 38 % TW 0.74 H4 +19.00 4/89- OD 31 % TW 1.50 H4 +13.90 109 37 4/89 OD '22 % TW 0.73 HTS-SF +32.70 109~ 83 4/89 OD 28 % TW 0.94 H4 + 7.00 109 101 4/89 OD 21 % TW 0.94 H4 +32.40 4/89 OD 35 % TW 0.67 H4 +36.70 110 38 4/89 OD 26 % TW 0.84 C3 +13.30 4/89 OD 33 % TW 0.86 C3 +19.90 4/89- CD 38 % TW 1.17 C3 +37.60-110- 62 4/89 OD 24 % TW 0.66 H4 +20.30 110 66 4/89 OD 26 % TW 0.51 C3 +27.80 114 102 4/89 OD 24 % TW 0.55 C2 +33.60 4/89 OD 21 % TW 1.08 C3 +34.70
, 4/89 OD 23 % TW 0.72 C4 +21.50' 4 4/89 OD 24 % TW 0.96 C5 + 4.70 )f-'\ 4/89 OD 34 % TW. 0.62 C7 +16.80 '\ j 116 96'4/89 OD 38 % TW l.16 C8 +15.10 118 52 4/89. OD 22 % TW 1.07 H5 +10.50 g 4/89 OD 22 % TW 0.83 H8 + 2.60 1 4/89 OD 23 % TW 0.54 H9 + 7.10 s 4/89 OD 26 % TW 0.51-H9 +13.50 120 48 4/89 OD 26 % TW 0.70 C4 +24.90 i 121 73 4/89 OD 28 % TW 0.73 H5 +32.30 122- 88 4/89 OD 22 % TW 0.50 DC L 4/89 OD' 24 % TW 0.41 C9 + 6.00 4/89 'OD 26 % TW 0.64 C7 +16.60 4/89 OD ~23 % TW 0.54 C2 +36.80-122 92 4/89 OD 29 % TW 0.89 H4 +14.30 122 124 4/89 OD 38 % TW 0.62 C7 +11.10 123 107 4/89 OD 33 % TW 0.47 H5 +15.80 129 95 4/89 OD 28 % TW 0.59 H6 +19.70 i
131 107 4/89 OD 27 % TW- 0.66 VH +26.40 L 132 74 4/89 OD 25 % TW s .0.79 H9 + 3.80 L 132 104 4/89 OD 21 % TW ' * 'l- 07 HTS.SF + 9.70 133 107 4/89 OD 26 % TW l.42 H3 + 3.30 136 64~4/89 OD 36 % TW 0.90 VH +23.90 140 84-4/89 OD 37 % TW 0.55 H3 +18.60 TOTAL TUBES FOUND = 103 TOTAL INDICATIONS FOUND = 123 1
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TOTAL TUBES IN INPUT FILE = 8519 TOTAL TUBES INSPECTED = 8491 O . e o
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QUERY: SLUDGE HEIGHT IN SG 22 HOT LEG, 4/8V OUTAGE , 4 ROW LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES I x ", )* 3 27 4/89 SLUDGE 0.00 HTS-ST + 0.80 3 37 4/89 SLUDGE 0.00 HTS-ST + 1.10 ; 3 47 4/89 SLUDGE 0.00 HTS-ST + 1.50 , 3 57 4/89 SLUDGE 0.00 HTS-ST + 2.90 4 3 107 4/89 SLUDGE 0.00 HTS-ST + 2.00 ' 3 117 4/89 SLUDGE 0.00 HTS-ST + 2.10 3 127 4/89 SLUDGE 0.00 HTS-SP + 1.10 3 137 4/89 SLUDGE 0.00 HTS-SF + 0.90 7 61 4/89 SLUDGE 0.00 HTS-SP + 3.40 . 8 32 4/89 SLUDGE 0.00 HTS-ST + 2.50 8 42 4/89 SLUDGE 0.00 HTS-ST + 2.40 8 52 4/89 SLUDGE 0.00 HTS-SP + 3.80 l 8 113 4/89 SLUDGE 0.00 HTS-SF ,* 5.00 8 122 4/89 SLUDGE 0.00 HTS-ST + 2.30 ' 10 132 4/89 SLUDGE 0.00 HTS-ST + 2.80 13 27 4/89 SLUDGE 0.00 HTS-ST + 6.00 13 37 4/89 SLUDGE 0.00 HTS-ST + 3.50 13 47 4/89 SLUDGE 0.00 HTS-Sr + 4.70 13 57 4/89 SLUDGE 0.00 HTS-ST + 5.40 13 107 4/89 SLUDGE 0.00 HTS-ST + 4.00 13 !!7 4/89 SLUDGE 0.00 H15-ST + 4.50 13 127 4/89 SLUDGE 0.00 HTS-SP + 2.80 13 137 4/89 SLUDGE 0.00 HTS-SP + 4.40 16 32 4/89 SLUDGE 0.00 HTS-SP + 6.50 18 42 4/89 SLUDGE 0.00 HTS-Er + 5.20 18 52 4/89 SLUDGE 0.00 HT"-ST + 6.20 18 62 4/89 SLUDGE 0.00 HTS-ST + 4.30 , 18 106'4/89 SLUDGE 0.00 HTS-SP + 4.20 18 112 4/89 SLUDGE 0.00 HTS-ST + 6.80 18 122 4/89 SLUDGE 0.00 HTS-ST + 5.60 18 132 4/8's SLUDGE 0.00 HTS-ST + 6.00 23 27 4/84 SLUDGE 0.00 HTS-ST + 6.70
# 23 37 4/85 SLUDGE C.00 HTS-SP + 3.30 23 47 4/89 SLUDGE 0.00 HTS-SP + 3.20
/ - 23 57 4/89 SLUDGE 0.00 HTS-ST + 7.30 ( ~~') 23 23 107 117 4/89 4/89 SLUDGE SLUDGE 0.00 0.00 HTS-ST HTS-SP
+ +
5.50 7.00 23 127 4/89 SLUDGE 0.00 HTS-SP
- 7.10 '
23 137 4/89 SLUDGE 0.00 HTS-SP + 8.70 24 66 4/89 SLUDGE 0.00 HTS-Sr + 3.50 28 32 4/89 SLUDGE 0.00 HTS-ST + 9.10 28 42 4/89 SLUDGE 0.00 HTS-ST + 3.30 28 52 4/89 SLUDGE 0.00 HTS-ST + 8.20 28 62 4/89 SLUDGE 0.00 HTS-SF + 5.90 28 102 4/89 SLUDGE 0.00 HTS-SP + 4.40 28 112 4/89 SLUDGE 0.00 HTS-ST + 7.60 28 123 4/89 SLUDGE 0.00 HTS-ST + 7.90 28 132 4/89 ELUDGE 0.00 HTS-SP + 8.80 33 27 4/89 SLUDGE 0.00 HTS-ST + 3.00 33 37 4/89 SLUDGE 0.00 HTS-ST + 8.60 ' 33 47 4/89 SLUDGE 0.00 HTS-SP + B.30 33 57 4/89 SLUDGE 0.00 HTS-ST + 6.50 33 67 4/89 SLUDGE 0.00 HTS-SP + 5.40 33 97 4/89 SLUDGE 0.00 HTS-SP + 3.90 33 107 4/89 SLUDGE 0.00 HTS-SP + 6.60 33 117 4/89 SLUDGE 0.00 HTS-ST + 8.40 33 127 4/89 SLUDGE 0.00 HTS-SF + 8.10 33 137 4/89 ~ SLUDGE 0.00 HTS-SP + 7.30 34 38 4/89 SLUDGE 0.00 HTS-SF + 9.20 38 32 4/89 SLUDGE 0.00 HTS-SP + 6.70 ' 38 42 4/89 SLUDGE 0.00 HTS-SP + 3.70 38 52 4/89 SLUDGE 0.00 HTS-ST + 9.10 38 62 4/89 SLUDGE 0.00 HTS-SP + 6.70 38 72 4/89 SLUDGE 0.00 HTS-SP + 4.90 38 82 4/89 SLUDGE 0.00 HTS-SP + 2.70 38 92 4/89 SLUDGE 0.00 HTS-ST + 3.60 38 102 4/89 SLUDGE 0.00 HTS-ST + 6.40 o o t .< ._ _ _ _ _ _ _ _ _ . _ _ _ ._- - -
r +..... m e tic 3. o.. .w , .. 5. m > ....., .., is, i.+. pago 0 c..:. c2 m m :een. . ci. .. .. m u+ _ P lc c.t CALYERT CLIFFS UNIT 0 Stono Gon0 rotors 22 C;tCgDa 4/89 OUERYa'. SLUDGE HEIGHT IN SG 22 HOT LEG. 4/89 OUTAGE
, ROW LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES ,) -
I 38 112 4/89 SLUDGE 0.00 HTS-Er + 7.20 38 122 4/89 SLUDGE 0.00 HTS-ST + 8.80 > 38 132 4/89 SLUDGE 0.00 HTS-ST + 8.10 43 27 4/89 SLUDGE 0.00 HTS-ST + 5.30 i 43 37 4/89 SLUDGE 0.00 HTS-ST + 8.80 43 47 4/89 SLUDGE 0.00 HTS-SP + 8.40 43 57 4/89 SLUDGE 0.00 HTS-SP + 7.70 43 67 4/89 SLUDGE 0.00 HTS-ST + 6.90 43 77 4/89 SLUDGE 0.00 HTS-ST + 5.10 43 87 4/89 SLUDGE 0.00 HTS-ST + 4.50 43 97 4/89 SLUDGE 0.00 HTS-ST + 6.D0 43 107 4/89 SLUDGE 0.00 HTS-ST + 7.10 43 117 4/89 SLUDGE 0.00 HTS-ST 43 127 4/89 SLUDGE 0.00 HTS-Sr '. ++8.40 8.60 43 137 4/89 SLUDGE 0.00 HTS-ST + 6.60 . 48 32 4/89 SLUDGE 0.00 HTS-ST + 6.50 48 42 4/89 SLUDGE 0.00 HTS-ST + 3.20 48 52 4/89 SLUDGE 0.00 HTS-ST + 9.10 48 62 4/89 SLUDGE 0.00 HTS-ST + 7.50 48 72 4/89 SLUDGE 0.00 HTS-ST + 6.60
- 48 82 4/89 SLUDGE 0.00 HTS-ST + 5.40 48 92 4/89 SLUDGE 0.00 HTS-SP + 6.50 48 102 4/89 SLUDGE 0.00 HTS-ST + 7.40 !
48 112 4/89 SLUDGE 0.00 HTS-ST + 8.50 48 122 4/89 SLUDGE 0.00 HTS-ST + B.70 48 132 4/89 SLUDGE 0.00 HTS-ST + ?.50 50 38 4/89 SLUDGE 0.00 HTS-SP + 7.40 - 53 27 4/89 SLUDGE 0.00 HTS-SP + 4.20 53 37 4/89 SLUDGE 0.00 HTS-SP + 7.40 53 47 4/89 SLUDGE 0.00 HTS-ST + 7.90 53 57 4/89 SLUDGE 0.00 HTS-ST
- 7.70 53 67 4/89 SLUDGE 0.00 HTS-ST
- 6.80
, 53 77 4/89 SLUDGE 0.00 HTS-ST + 6.60 53 87 4/89 SLUDGE 0.00 HTS-ST + 6.50 /~T . 53 97 4/89 SLUDGE 0.00 HTS-ST + 7.20 53 107 4/89 SLUDGE 0.00 HTS-SP
- 8.20 iN -) 53 !!7 4/89 SLUDGE 0.00 HTS-SP + 8.50 53 127 4/89 SLUDGE 0.00 HTS-ST + 8.10 53 137 4/89 SLUDGE 0.00 HTS-ST + 5.70 58 32 4/89 SLUDGE 0.00 HTS-ST + 5.40 58 42 4/89 SLUDGE 0.00 HTS-ST
- 3.30 58 52 4/89 SLUDGE 0.00 HTS-SP + 8.00 58 62 4/89 SLUDGE 0.00 HTS-SP + 8.30 58 72 4/89 SLUDGE 0.00 HTS-ST + ?.10 58 82 4/89 SLUDGE 0.00 HTS-ST + 6.80
- 58 92 4/89 SLUDGE 0.00 HTS-SP + ?.00 58 102 4/89 SLUDGE 0.00 HTS-ST + 8.20 t 58 112 4/89 SLUDGE 0.00 HTS-Er 4 8.50 l 58 122 4/89 SLUDGE 0.00 HTS-ST + 8.20 58 132 4/89 SLUDGE 0.00 HTS-SP + 6.00 63 27 4/89 SLUDGE 0.00 HTS-SP + 2.60 63 37 4/89 SLUDGE 0.00 HTS-ST + 5.80 63 47 4/89 SLUDGE 0.00 HTS-SP + 3. 7 t 63 5'7 4/89 SLUDGE 0.00 HTS-ST + 7.2' l
63 67 4/89 SLUDGE 0.00 HTS-ST + 7.7. l 63 77 4/89 SLUDGE 0.00 HTS-ST + 7.20 63 87 4/89 SLUDGE 0.00 HTS-ST + 7.30 . ( 63 97 4/89 SLUDGE 0.00 HTS-SP + 8.00 1 63 107 4/89 SLUDGE 0.00 HTS-ST + 8.90 63 117 4/89 SLUDGE 0.00 HTS-ST + 8.30 63 127 4/89 SLUDGE 0.00 HTS-ST + 6.70 63 137 4/89 SLUDGE 0.00 HTS-ST + 4.90 68 32 4/89 SLUDGE 0.00 HTS-SP + 5.30 l 68 42 4/89 SLUDGE 0.00 HTS-ST + 6.00 l 68 52 4/89 SLUDGE 0.00 HTS-ST
- 7.90 68 62 4/89 SLUDGE 0.00 HTS-ST + 7.90 68 72 4/89 SLUDGE 0.00 HTS-SP + 8.10 g
i i N. o e
- L. I l ..t... e e c .. n.. . .. s.e.:.... ..:.., ... is. ::e. c..e s .. +mn ...ses e e en eei ee. c..n. PO90 3 i CALVERT CLIFTS UNIT 2 SteaO Gonorators 22 l
, U_P1Cnt ;t090: 4/89 j ISb$58 .!bSk!b.Uf!!U$.!U.!!.!!.U9I.bb!!.$(!!.93!!!b l ) ROW LINE OUTAGE INDICATION VALUE VOLTS LOCATION INCHES ~'/ ... .... .......... ............... ........
68- 82 4/89 SLUDGE 0.00 HTS-ST + 7.80 l 68 92 4/89 SLUDGE 0.00 HTS-SP + 8.30 ! 68 102 4/89 SLUDGE 0.00 HTS-ST
- 8.50 l 68 112 4/89 SLUDGE 0.00 HTS-ST + 9.20 ,
68 122 4/89 SLUDGE 0.00 HTS-ST
- 7.60 i 68 132 4/89 SLUDGE 0.00 HTS-ST + 5.50 1 73 27 4/89 SLUDGE 0.00 HTS-ST + 2.00 73 37 4/89 SLUDGE 0.00 HTS-ST + 4.40 i 73 47 4/89 SLUDGE 0.00 HTS-ST + 7.90 l 73 57 4/89 SLUDGE 0.00 HTS-$r + 7.40 1 73 67 4/89 SLUDGE 0.00 HTS-SP + 7.60 73 77 4/89 SLUDGE 0.00 HTS-SF + 8.60 73 87 4/89 SLUDGE 0.00 HTS-$r <+ 8.30 .
73 97 4/89 SLUDGE 0.00 HTS-SF + 8.50 73 107 4/89 SLUDGE 0.00 HTS-ST + 8.20 73 117 4/89 SLUDGE 0.00 HTS-ST + 9.20 73 127 4/89 SLUDGE 0.00 HTS-SP + 6.20 i 73 137 4/89 SLUDGE 0.00 HTS-SP + 2.80 ' 78 32 4/89 SLUDGE 0.00 HTS-SP + 2.50 78 42 4/89 SLUDGE 0.00 HTS-ST + 5.70 78 52 4/89 SLUDGE 0.00 HTS-ST + 8.60 78 62 4/89 SLUDGE 0.00 HTS-SP + 7.30 1 78 72 4/89 SLUDGE 0.00 HTS-ST + 8.10 1 78 82 4/89 SLUDGE 0.00 HTS-ST + 8.10 , 78 92 4/89 SLUDGE 0.00 HTS-ST + 8.10 i 78 100 4/89 SLUDGE 0.00 HTS-ST + 8.40 1 78 112 4/89 SLUDGE 0.00 HTS-ST + 8.80 78 122 4/89 SLUDGE 0.00 HTS-ST + 7.30 78 132 4/89 SLUDGE 0.00 HTS-ST + 3.80 83 27 4/89 SLUDGE 0.00 HTS-SP + 1.30 83 37 4/89 SLUDGE 0.00 HTS-ST + 3.20 , 83 47 4/89 SLUDGE 0.00 HTS-Er + ?.30 l 83 57 4/89 SLUDGE 0.00 HTS-SP + 7.30
/-'N o 83 67 4/89 SLUDGE 0.00 HTS-ST + 7.60 83 77 4/89 SLUDGE 0.00 HTS-ST + 7.70 !As) 83 87 4/89 SLUDGE 0.00 HTS-ST + 7.50 l 83 97 4/89 SLUDGE 0.00 HTS-ST + 8.00 l 83 107 4/89 SLUDGE 0.00 HTS-SP + 8.40 83 117 4/89 SLUDGE 0.00 HTS-ST + 8.70 83 SLUDGE 0.00 HTS-ST '
127 4/89 + 5.10 83 137 4/89 SLUDGE 0.00 HTS-SP + 0.30 88 32 4/89 SLUDGE 0.00 HTS-SP + 1.70 88 42 4/89 SLUDGE 0.00 HTS-ST + 5.00 88 52 4/89 SLUDGE 0.00 HTS-SP + 6.40 88 62 4/89 SLUDGE 0.00 HTS-ST + 7.50 88 72 4/89 SLUDGE 0.00 HTS-SP + 8.00 88 82 4/89 SLUDGE 0.00 HTS-ST + 6.90 88 92 4/89 SLUDGE 0.00 HTS-SP + 7.50
- 88 102 4/89 SLUDGE 0.00 HTS-ST + 7.50 88 112 4/89 SLUDGE 0.00 HTS-ST + 7.40 88 122 4/89 SLUDGE 0.00 HTS-SP + 5.70 88 132 4/89 SLUDGE 0.00 HTS-ST + 2.60 '
93 27 4/89 SLUDGE 0.00 HTS-ST 93 37 4/89 SLUDGE 0.00 HTS-ST + 2.00 1 93 47 4/89 SLUDGE 0.00 HTS-ST + 6.50 93 57 4/89 SLUDGE 0.00 HTS-ST + 5.00
- l. 93 67 4/89 SLUDGE 0.00 HTS-ST + 7.90 l
93 77 4/89 ' SLUDGE 0.00 HTS-ST + 6.50 93 87 4/89 SLUDGE 0.00 HTS-ST + ?.30 93 97 4/89 SLUDGE 0.00 HTS-ST + 6.90 93 107 4/89 SLUDGE 0.00 HTS-SP + 6.20 93 117 4/89 SLUDGE 0.00 HTS-ST + 6.50 l 93 127 4/89 SLUDGE 0.00 HTS-ST + 3.60 l 93 137 4/89 SLUDGE 0.00 HTS-SP + 1.30 l 98 32 4/89 SLUDGE 0.00 HTS-ST + 0.70 i 98 42 4/89 SLUDGE 0.00 HTS-SP + 2.50 1 98 52 4/89 SLUDGE 0.00 HTS-ST + 5.70 4
")
F e
...... e . .,..-. .. s.:.... m ....., .., is. ..e> .. . : em m. ... . . . . c . . . e e ; .m.. popo 4 Picat CALTERT CLIrrs UNIT 3 Stoco G0n0roter 33 C; tag 3: 4/89 O.UERY: SLUDGE HEIGHT IN SG 22 HOT LEG, 4/89 OUTAGE I R0W LINE OUTAGE INDICATION VALUE s
VOLTS LOCATION INCHES
). ... .... .......... ............... ........ ..... ......... ......
98 62 4/89 SLUDGE 0.00 HTS-ST + 5.60 98 72 4/89 SLUDGE 0.00 HTS-SP + 6.80 98 82 4/89 SLUDGE 0.00 HTS-ST + 6.40
, . . 98 92 4/89 SLUDGE 0.00 HTS-ST + 5.90 t
98 102 4/89 SLUDGE 0.00 HTS-SP + 6.50 98 112 4/89 SLUDGE 0.00 HTS-ST + 5.50 98 122 4/89 SLUDGE 0.00 HTS-ST + 3.70 98 132 4/89 SLUDGE 0.00 HTS-SF + 1.60 103 29 4/89 SLUDGE 0.00 HTS-ST 103 37 4/89 SLUDGE 0.00 HTS-SP + 0.70 103 47 4/89 SLUDGE 0.00 HTS-ST + 3.50 103 57 4/89 SLUDGE 0.00 HTS-ST .+ 3.30 103 67 4/89 SLUDGE 0.00 HTS-ST ,+ S.30 103 ?? 4/89 SLUDGE 0.00 HTS-ST + 4.90 103 87 4/89 SLUDGE 0.00 HTS-ST + 5.40 L 103 97 4/89 SLUDGE 0.00 HTS-ST + 6.40 103 107 4/89 SLUDGE 0.00 HTS-ST + S.10
, 103 117 4/89 SLUDGE 0.00 HTS-ST + 3.60 103 127 4/89 SLUDGE 0.00 HTS-ST
- 1.80 103 137 4/89 SLUDGE 0.00 HTS-SP TOTAL TUBES TOUND = 221 TOTAL INLICATIONS TOUND = 221 TOTAL TUBES IN INPUT FILE = 8$19 TOTAL TUBES INSPECTED = 6491 4
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m... een we .w. .w e. e. m c ... .+ +.. +.. s e . s w. w i n .. .am e....n . co u, n. e .m page 1 _Plcnt CALVERT CL!r!S UNIT.2 Ste03 Genorator: 25 C tCg): 4/89 QUERY: SLUDGE HEIGHT IN SG 22 COLD LEG. 4/89 OUTAGE
- N ROW LINE OUTAGE INDICATION YALUE VOLTS LOCATION INCHES i / , ... .... .......... . . . . . . . . . . . . . . . ........ ..... ......... ...... -
( /. s- 3 27 4/89 LUDGE 0.00 CTS-ST + 1.00 3 37 4/89 LUDGE 0.00 CTS-SP + 1.80 3 47 4/89 SLUDGE 0.00 CTS-ST + 1.60 ; 3 57 4/89 SLUDGE 0.00 CTS-ST + 3.80 3 107 4/89 SLUDGE 0.00 CTS-ST + 3.40 3 117 4/89 SLUDGE 0.00 CTS-SP + 2.60 3 127 4/89 SLUDGE 0.00 CTS-ST + 1.40 ! 3 137 4/89 SLUDGE 0.00 CTS-ST + 1.50 7 61 4/89 SLUDGE 0.00 CTS-ST + 3.70 , 8 32 4/89 SLUDGE 0.00 CTS-ST + 3.60 l 8 42 4/89 SLUDGE 0.00 CTS-SP + 3.10 , 8 52 4/89 SLUDGE 0.00 CTS-ST + 4.20 8 12 4/89 SLUDGE 0.00 CTS-ST ,* 4.80 8 2 4/ 9 SLUDG 0.00 CTS- r + 2.90 10 2 4/ 9 SLUDG 0.00 CTS- T + 3.80 13 27 4/89 SLUDGE 0.00 CTS-ST + 4.40 13 37 4/89 SLUDGE 0.00 CTS-SP + 4.90 13 47 4/89 SLUDGE 0.00 CTS-SP + 4.70 13 57 4/89 SLUDGE 0.00 CTS-ST + 6.80 13 107 4/89 SLUDGE 0.00 CTS-ST + 5.70 j 13 117 4/89 SLUDGE 0.00 CTS-ST + 5.00 13 127 4/89 SLUDGE 0.00 CTS-SP + 4.50 13 137 4/89 SLUDGE 0.00 CTS-ST + 4.40 ; 16 32 4/89 SLUDGE 0.00 CTS-SP + 5.90 18 42 4/89 SLUDGE 0.00 CTS-SP + 6.90 18 52 4/89 SLUDGE 0.00 CTS-ST + 8.10
'18 62 4/89 SLUDGE 0.00 CTS-ST + 5.70 18 106 4/89 SLUDGE 0.00 CTS-SP + 6.10 ,
18 12 4/89 SLUDGE 0.00 CTS-ST + 7.70 ! 22 4/89 SLUDGE 0.00 CTS-SP + 6.10
$'8 8 132 4/89 SLUCCE 0.00 CTS-ST + 7.40 23 27 4/89 SLUDGE 0.00 CTS-ST + 4.70 ,
23 37 4/89 SLUDGL 0.00 CTS-ST + 8.40 O 23 47 4/89 SLUDGE 0.00 CTS-fr + 9.30 (
/ -s) . 23 23 57 107 4/89 4/89 SI.UDGE FLUDGE 0.00 CTS-ST 0.00 CTS-ST +10.10 + 7.90 ""f 23 117 4/89 SLUDGE 0.00 CTS-ST + 8.30 i 23 127 4/89 SLUDGE 0.00 CTS-SP + 8.30 l 23 137 4/89 SLUDGE 0.00 CTS-ST + 6.40 24 66 4/89 SLUDGE 0.00 CTS-ST + 5.30 28 32 4/89 SLUDGE 0.00 CTS-ST + 5.80 28 42 4/89 SLUDGE 0.00 CTS-ST + 8.90 28 52 4/89 SLUDGE 0.00 CTS-ST *10.50 '
28 62 4/89 SLUDGE 0.00 CTS-ST
- 8.90 28 102 4/89 SLUDGE 0.00 CTS-Er + o.4C 28 112 4/89 SLUDGE 0.00 CTS-ST +11.3C 28 122 4/89 SLUDGE 0.00 CTS-Er +10.3(
28 132 4/89 SLUDGE 0.00 CTS-ST + 9. l (< 33 27 4/89 SLUDGE 0.00 CTS-Er + 3.60 33 37 4/89 SLUDGE 0.00 CTS +SF + 7.00 33 47 4/89 SLUDGE 0.00 CTS-ST + 9.30 33 57 4/89 SLUDGE 0.00 CTS-SP +10.70 33 67 4/89 SLUDGE 0.00 CTS-ST + 8.20 33 97 4/89 SLUDGE 0.00 CTS-ST + 5.00 + 33 107 4/89 SLUDGE 0.00 CTS-ST + 9.00 33 117 4/89 SLUDGE 0.00 CTS-ST +10.20 33 127 4/89 SLUDGE 0.00 CTS-ST + 8.90 33 137 4/89 ' SLUDGE 0.00 CTS-ST + 6.80
. 38 32 4/89 SLUDGE 0.00 CTS-ST + 4.90 38 42 4/89 SLUDGE 0.00 CTS-ST + 7.80 38 52 4/89 SLUDGE 0.00 CTS-ST + 9.60 38 62 4/89 SLUDGE 0.00 CTS-ST +10.70 38 72 4/89 SLUDGE 0.00 CTS-ST + 7.50
, 38 82 4/89 SLUDGE 0.00 CTS-SP + 4.40 38 92 4/89 SLUDGE 0.00 CTS-ST + 5.70 38 102 4/89 SLUDGE 0.00 CTS-ST + 9.30 38 112 4/89 SLUDGE 0.00 CTS-ST +10.00 r^s I I V' 4 a e
!' ..a.. en . n i . .. ..: ... m .... ... is, i:e> <e. m ..q .. ce r:e. . o nce. ,. ...... PCgo -
P1Cnt CALVERT CLIrrs UNIT 0 Stoco conoratsri "'
; Cattga: 4/89 ;
i QUERY: SLUDGE HEIGHT IN SG 22 COLD LEG. 4/89 OUTAGE
, y R0W LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES i
- j ... .... .......... ............... ........ ..... ......... ......
x_/ o- 38 122 4/89 SLUDGE 0.00 CTS-SP +11.00 38 132 4/89 SLUDGE 0.00 CTS-ST + 7.40 43 27 4/89 SLUDGE 0.00 CTS-ST + 2.70 1 43 37 4/89 SLUDGE 0.00 CTS-SP + 6,50 t 43 47 4/89 SLUDGE 0.00 CTS-SF + 8.30
- i. 43 57 4/89 SLUDGE 0.00 CTS-ST + 9.20 43 67 4/89 SLUDGE 0.00 CTS-ST +10.40
, 43 77 4/89 SLUbGE 0.00 CTS-ST + 7.60 43 67 4/89 SLUDGE 0.00 CTS-ST + 6.60 43 97 4/89 SLUDGE 0.00 CTS-ST
- 9.70 43 107 4/89 SLUDGE 0.00 CTS-ST + 8.30 '
43 117 4/89 SLUDGE 0.00 CTS-ST + 8.50 43 127 4/89 SLUDGE 0.00 CTS-ST + 7.20 43 137 4/89 SLUDGE 0.00 CTS-ST
+ 4.80 48 32 4/89 SLUDGE 0.00 CTS.SF + 4.30 '
48 42 4/89 SLUDGE 0.00 CTS-ST + 7.70 48 52 4/89 SLUDGE 0.00 CTS-ST + 8.00 48 62 4/89 SLUDGE 0.00 CTS-SP + 9.10 48 72 4/89 SLUDGE 0.00 CTS-ST +10.60 48 82 4/89 SLUDGE 0.00 CTS-ST + 9.10 48 92 4/89 SLUDGE- 0.00 CTS-ST + 9.90 48 102 4/89 SLUDGE 0.00 CTS-SP + 8.80 48 112 4/89 SLUDGE 0.00 CTS-ST + 8.60 48 122 4/89 SLUDGE 0.00 CTS-ST + 7.80 48 132 4/89 SLUDGE 0.00 CTS-ST + 5.90 53 27 4/89 SLUDGE 0.00 CTS-SP + 1.90 53 37 4/89 SLUDGE 0.00 CTS-SP
- 5.90 53 47 4/89 SLUDGE 0.00 CTS-Er + 7.60 53 57 4/89 SLUDGE C.00 CTS-ST + 7.80 53 67 4/89 SLUDGE C.00 CTS-ST + 8.90 53 77 4/89 SLUDGE 0.00 CTS-ST +10.50
- 53 87 4/89 SLUDGE 0.00 CTS-ST *10.00
' 53 97 4/89 SLUDGE 0.00 CTS-Er + 9.40 53 107 4/89 SLUDGE 0.00 CTS-ST + 7.50 lf -) , 53 117 4/89 SLUDGE 0.00 CTS-Er + 6.30 \/ 53 127 4/89 SLUDGE 0.00 CTS-Er + 6.90 I 53 137 4/89 SLUDGE 0.00 CTS-Er
- 3.70 l 58 32 4/89 SLUDGE 0.00 CTS-ST + 3.00 58 42 4/89 SLUDGE 0.00 CTS-ST + 6.80 58 52 4/89 SLUDGE 0.00 CTS-SP + 6.70 58 62 4/89 SLUDGE 0.00 CTS-ST + ?.60 58 72 4/89 SLUDGE 0.00 CTS-ST + 9.00 58 82 4/89 SLUDGE 0.00 CTS-ST +10.40 58 92 4/89 SLUDGE 0.00 CTS-ST + 9.60 58 102 4/89 SLUDGE 0.00 CTS-SP + 7.80 58 112 4/89 SLUDGE 0.00 CTS-SP + 8.20 58 122 4/89 SLUD*E 0.00 CTS-ST + 6.30 58 132 4/89 SLUDGE 0.00 CTS-Er
- 4.50 63 27 4/89 SLUDGE 0.00 CTS-SP + 1.20 63 37 4/89 SLUDGE 0.00 CTS-SF + 4.30 63 47 4/89 SLUDGE 0.00 CTS-ST
- 7.00 63 57 4/89 SLUDGE 0.00 CTS-ST + 6.60 63 67 4/89 SLUDGE 0.00 CTS-ST + 8.20 63 77 4/89 SLUDGE 0.00 CTS-ST +10.10 63 87 4/89 SLUDGE 0.00 CTS-ST + 9.60 63 97 4/89 SLUDGE 0.00 CTS-ST + 8.50 63 107 4/89 . SLUDGE 0.00 CTS-SP + 7.00-
$3 117 4/89 SLUDGE 0.00 CTS-SP + 8.80 63 127 4/89 SLUDGE 0.00 CTS-ST + 5.50 63 137 4/89 SLUDGE 0.00 CTS-SP + 2.40 68 32 4/89 SLUDGE 0.00 CTS-SP + 1.80 68 42 4/89 SLUDGE 0.00 CTS-ST + 5.30 68 52 4/89 SLUDGE 0.00 CTS-ST + 6.80 68 62 4/89 SLUDGE 0.00 CTS-ST + 7.60 68 72 4/89 SLUDGE 0.00 CTS-SP + 8.70 68 82 4/89 SLUDGE 0.00 CTS-SP + 9.30 68 92 4/89 SLUDGE 0.00 CTS-ST + 7.90 g
i m. e 6
...... een ew i n . . w e . e . m+m. .. .. , e . . e s . i .e > - n . n .. . m ... ens e e ne:, .. ++. m p090 3 i '. P1 hots CALYERT CLIFFS UNIT 3 Stoca G0norotors 22 C0tCga: 4/89 I QUERY: SLUDGE HEIGHT IN SG 22 COLD LEG, 4/89 OUTAGE
[x_ ,)- R0W LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES
% 68 102 4/89 SLUDGE 0.00 CTS-SF + 8.50 '
68 112 4/89 SLUDGE 0.00 CTS-SF + 7.60 68 122 4/89 SLUDGE 0.00 CTS-SP + 2.80 68 132 4/89 SLUDGE 0.00 CTS-SF + 3.60 73 27 4/89 SLUDGE 0.00 CTS-SF + 0.70
- 73 37 4/89 SLUDGE 0.00 CTS-ST + 2.80 73 47 4/89 SLUDGE 0.00 CTS-ST + 6.00- !
73 57 4/89 SLUDGE 0.00 CTS-ST + 6.60 73 67 4/89 SLUDGE 0.00 CTS-ST + 7.70 , 73 .77 4/89 SLUDGE 0.00 CTS-ST + 8.80 73 87 4/89 SLUDGE 0.00 CTS-ST + 7.90 73 97 4/89 SLUDGE 0.00 CTS-SF. , + 7.30 73 107 4/89 SLUDGE 0.00 CTS-ST '+ 6.40 , 73 117 4/89 SLUDGE 0.00 CTS-SF '
+ 6.10 73 127 4/89 SLUDGE 0.00 CTS-ST + 4.80 73 137-4/89 SLUDGE 0.00 CTS-ST + 1.20 78 32 4/89 SLUDGE 0.00 CTS-SF + 0.80 78 42 4/89 SLUDGE 0.00 CTS-SF + 3.40 .
78 52 4/89 SLUDGE 0.00 CTS-SF + 6.50 78 62 4/89 SLUDGE 0.00 CTS-SF + 7.90 78 72 4/89 SLUDGE 0.00 CTS-SF + 7.80 , 78 82 4/89 SLUDGE 0.00 CTS-SP + 7.70 4 78 92 4/89 SLUDGE 0.00 CTS-SP + 7.20 5 78 102 4/89 SLUDGE 0.00 CTS-SP + 7.90 78 112 4/89 SLUDGE 0.00 CTS-SF + 6.80 78 122 4/89 SLUDGE 0.00 CTS-SF + 5.30 78 132 4/89 SLUDGE 0.00 CTS-SF + 1.90 83 27 4/89 SLUDGE 0.00 CTS-SF + 0.60 83 37 4/89 SLUDGE 0.00 CTS-SF + 1.20 83 47 4/89 SLUDGE 0.00 CTS-ST
- 4.40 83 57 4/89 SLUDGE 0.00 CTS-SF + 6.60 83 67 4/89 SLUDGE 0.00 CTS-SF + 7.40 fs 83 77 4/89 SLUDGE 0.00 CTS-SP + 7.40 ;
! 83 87 4/89- SLUDGE 0.00 CTS-ST + 6.90 .
(j\ . 83 97 4/89 SLUDGE 0.00 CTS-SF + 7.00 83 107 4/89 SLUDGE 0.00 CTS-SF + 5.60 83 117 4/89 SLUDGE 0.00 CTS-SF + 5.30 ' 83 127 4/89 SLUDGE 0.00 CTS-SP + 2.90 83 137 4/89 SLUDGE 0.00 CTS-SF 88 32 4/89 SLUDGE 0.00 CTS-SF + 0.60 88 42 4/89 SLUDGE 0.00 CTS-SF + 1.60 > 88 52 4/89 SLUDGE 0.00 CTS-SF + 4.40 88 62 4/89 SLUDGE 0.00 CTS-SF + 6.50 88 72 4/89 SLUDGE 0.00 CTS-ST + 7.10 88 82 4/89 SLUDGE 0.00 CTS-SF + 7.00 88 92 4/89 SLUDGE 0.00 CTS-SF + 6.40 88 102 4/89 SLUDGE 0.00 CTS-SF + 6.20 88 112 4/89 SLUDGE 0.00 CTS-SF + 4.80 88 322 4/89 SLUDGE 0.00 CTS-ST + 2.60 88 132 4/89 SLUDGE 0.00 CTS-SF + 0.80 93 27 4/89 SLUDGE 0.00 CTS-SP + 0.60 93 37 4/89 SLUDGE 0.00 CTS-SF + 0.50 93 47 4/89 SLUDGE 0.00 CTS-SP + 2.20 93 57 4/89 SLUDGE 0.00 CTS-SF + 4.50 93 67 4/89 SLUDGE 0.00 CTS-SP + 6.70 93 77 4/89 SLUDGE 0.00 CTS-SF + 6.30 93 87 4/89 SLUDGE 0.00 CTS-SP + 6.10 93 97 4/89 SLUDGE 0.00 CTS-SF + 5.40 93 107 4/89 SLUDGE 0.00 CTS-SF + 4.20 93 117 4/89 SLUDGE 0.00 CTS-SF + 2.80 93 127 4/89 SLUDGE 0.00 CTS-SF + 0.80 93 137 4/89 SLUDGE 0.00 CTS-SF 98 32 4/89 SLUDGE 0.00 CTS-ST + 0.60 98 42 4/89 SLUDGE 0.00 CTS-SF + 0.60 ' 98 52 4/89 SLUDGE 0.00 CTS-SF + 2.10 98 62 4/89 SLUDGE 0.00 CTS-SP + 4.00 98 72 4/89 SLUDGE 0.00 CTS-SF + 5.50 0 . e
p
...... e.. .... . .. s... m . ...n .., is, i.e. .... ca .. .. .:ec ee. . mee e.. pago 4 , . Plcnt CALVERT CLIFFS UNIT 3 Stoca Gonorotor 22 Cat 90s 4/89 ~
OUERY: SLUDGE HEIGHT IN SG 22 COLD LEG. 4/89 OUTAGE l t'$ ROW LINE OUTAGE INDICATION VALUE VOLTS LOCATION- INCHES q )'
-o- 98 82 4/89 SLUDGE 0.00 CTS-ST + 5.30 98 92 4/89 SLUDGE 0.00 CTS-ST + 4.80 98 102 4/89 SLUDGE 0.00 CTS-ST + 4.20 98 112 4/89 SLUDGE 0.00 CTS-ST + 2.80 98 122 4/89 SLUDGE 0.00 CTS-SF + 1.00 ; ~
98 132 4/89 SLUDGE 0.00 CTS-ST 103 29 4/89 SLUDGE 0.00 CTS-SF + 0.60 i 103 37 4/89 SLUDGE 0.00 CTS-ST + 0.60 ' 103 47 4/89 SLUDGE 0.00 CTS-ST + 0.60 ; 103 57 4/89 SLUDGE 0.00 CTS-SP + 1.90 ; 103 67 4/89 SLUDGE 0.00 CTS-ST + 3.70 > 103 77 4/89 SLUDGE C.aa CTS-SP + 4.40 103 87 4/89 SLUDGE 0.00 CTS-ST *+ 3.80 ! 103 97 4/89 SLUDGE 0.00 CTS-SF + 2.80 e 103 107 4/89 SLUDGE 0.00 CTS-ST + 2.30 103. 117 4/89 SLUDGE 0.00 CTS-ST + 1.20 103 127 4/89 SLUDGE 0.00 CTS-SF ! 103 137 4/89 -SLUDGE 0.00 CTS-ST i TOTAL TUBES FOUND = 219 TOTAL INDICATIONS FOUND = 219 ; ( TOTAL TUBES IN INPUT FILE =. 8519 i TOTAL TUBES INSPECTED = 8491 t ll , l I ' e l \. ~ l L i t I l l l 4
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Plcett CALVERT CL!rFS' UNIT 2 Stoon Gonorators 32 Outtgo: 4/89 ; 0.UERY: SG 22 PLOT OF TUBES DENTED,............ ALL ELEVATIONS 4/89 OUTAGE ;
. s.
ROW LINE OUTAGE INDICATION VALUE VOLTS LOCATION INCHES I (s, ... .... .......... ............... ........ ..... ......... . . . . . . . j 1 157 4/89 DENT 5.69 C6 3 125 4/89 DENT 45.22 VM i j 4 4 4/89 DENT 28.98 VM 4 26 4/89 DENT 14.54 H6 *
+ 7.50 2 5 7 4/89 DENT 6.91 H2 + 4.20 l 5 47 4/89 DENT 16.19 YM + 6.50 5 61 4/89 DENT 14.41 H6 + 4.60 1 13 167 4/89 DENT 6.91 C5 + 2.70 14 20 4/89 DENT 10.38 CTS-ST +35.90 l 4/89 DENT 8.11 HI + 4.50 i 14 42 4/89 DENT 22.46 HS +37.00 14 146 4/89' DENT 6.10 H5 +21.10 14 154 4/89 DENT 5.91 CTS-ST *+21.80 14 158 4/89 DENT 24.47 7.92 H6 C6 + 9.60 + 9.10
{ 15 63-4/89 DENT s 15 105 4/89 DENT 7.17 9.00 C6 C6
+ 8.90 l l -. 15 129 4/89 DENT 15 149 4/89 DENT 14.73 C6 + 9.00 1 15 151 4/89 DENT 14.91 C6 + +
9.00 9.00 15 153 4/89 DENT 14.06 C6 15 155 4/89 DENT 14.53 C6 + 9.00 15- 157 4/89 DENT 14.41 C6 + 9.00 15 159 4/89 DENT 17.14 C6 + 9.00 15 161 4/89 DENT 15.47 C6 + 9.10 15 163 4/89 DENT 13.35 C6 + 9.00 15 165 4/89 DENT 14.01 C6 + 9.10 15 167 4/89 DENT 14.24 C6 + 9.20 18 24 4/89 DENT 7.94 H1 18 116 4/89 DENT 6.52 C6 + 9.90 19 19 4/89 DENT 8.87 CTS-ST +37.00 20 126 4/89 DENT 6.70 C6 20 138 4/89 DENT 6.57 C6 + 3.50
. 29 165 4/89 DENT 9.12 VM / -
30 54 4/89 DENT 7.14 VM + 2.40
! . 31 3 4/89 DENT 5.24 C5 12.10 32 24 4/89 DENT 7.32 H4 + 5.20 32 54 4/89 DENT 6.20 VM 32 112 4/89 DENT 7.45 CTS-SF + 7.40 33 5 4/89 DENT 7.71 VM 33 51 4/89 DENT 41.08 VM 33 151 4/89 DENT 13.84 VM 33 159 4/89 DENT 19.18 VM 36 48 4/89 DENT 6.35 H6 +20.60 36 162 4/89 DENT 18.23 VM 37 133 4/89 DENT 6.02 Cl +22.60 38 4 4/89 DENT 26.81 H7 + 5.70 38 18 4/89 DENT 5.48 H6 +20.90 4/89 DENT 10.27 VM 4/89 DENT 10.80 C7 + 1.90 1 4/89 DENT 5.55 CTS-ST +37.00 4/89 DENT 5.03 CTS-SF +30.30 4/89 DENT 7.21 CTS-SF +12.70 38 34 4/89 DENT 13.75 C7 4/89 DENT 7.68 C6 +23.70 4/89 DENT 15.45 C6 +21.40 4/89 DENT 9.66 C6 +20.30 4/89 . DENT 5.36 C6 +20.00 4/89 DENT 10.37 C6 +14.60 4/89 DENT 8.18 C6 +13.30 4/89 DENT 21.16 C6 + 7.90 38 36 4/89 DENT 5.08 VM + 2.00 4/89 DENT 7.39 VM + 9.60 ,
38 38 4/89 DENT 6.48 C6 +21.30 1 4/89 DENT 7.55 C6 +13.70 38 112 4/89 DENT 13.54 VM 38 114 4/89 DENT 27.49 VM 38 122 4/89 DENT 13.49 VM a f e
= .. eene ,w.ei .. ewe. e.. m .n .......,e.... a se. see. n..: .. . .. e.ww. e c as:a ee. +.m. Popo 2 P1C0t:'CALVERT CLIFFS UNIT 2 Stoco Gonorotsr 32 00tc90: 4/89 .
QUERY: SG 22 PLOT OF TUBES DENTED, ALLELEVATION$,4/89 OUTAGE i l
~["V ROW LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES I '
- 38 124 4/89 DENT 11.57 VM 39 33 4/89 DENT 10.27 HTS-ST + 3.20 39 63 4/89- DENT 6.21 C1 39 123 4/89 DENT 6.31 CTS-SP + 6.40 ;
40 46 4/89 DENT 6.99 HTS-ST +15.80 4/89 DENT 12.85 C6 +21.70 40 74 4/89 DENT 5.73 H4 + 5.80 . 42 102 4/89 DENT 15.80 C6 +17.40 i 44 116 4/09 DENT 9.81 C4 + 6.50 1 46 32 4/89 DENT 9.79 C6 +15.50 4 4/89 DENT 9.79 C6 +15.50 ) 46 114 4/89 DENT 6.43 C5 + 9.80 > 47 137 4/89 DENT 8.10 H6 i+ 8.10 4/89 S.40 H7 DENT + 1.10 4/89 DENT 5.68 YM + 2.70 - 4/89 DENT. 6.27 C6 +10.60 ' 4/89 DENT 5.44 C6 +12.60 49 93 4/89 DENT 5.31 DH +11.70 50 18 4/89 DENT 6.40 C6 +12.10 51 15 4/89 DENT 15.59 H2 +34.90
- 52 98 4/89 DENT 5.51 HI +25.80 52 150 4/89 DENT 5.33 C4 +26.90 l 53 157 4/89 DENT 23.65 YM 54 114 4/89 DENT 5.44 H5 4 8.90 .
54 120 4/89 DENT 5.35 H2 +33.20 54 158 4/89 DENT 5.01 H5 + 4.00 + 55 99 4/89 DENT 5.62 H4 +35.10 57 43 4/89 DENT 9.73 H6 +16.60 57 103 4/89 DENT 8.61 H7 59 31 4/89 DENT 6.56 C6 +15.20 4/89 DENT 6.00 C6 +16.90 4/89 DENT 13.38 DH +11.10
- 4/89 DENT 14.64 DH +11.60 .
59 55 4/89 DENT 5.18 H4 +24.00 t '4 64 36 4/89 DENT 55.08 C7 ' l \ 65 73 4/89 DENT 12.12 C7 +16.30 ! 4/89 DENT 8.11 C7 +11.50 l 4/89 DENT 6.93 C7 + 8.60 4/89 DENT 6.99 C7 + 8.00 66 78 4/89 DENT 6.02 H7 +13.20 66 108 4/89 DENT 8.11 C7 +14.40 4/89 DENT 7.11 H7 +10.30 ' 4/89 DENT 7.10 H7 + 0.80 . 66 150 4/89 DENT 8.51 H7 +11.00 67 13 4/89 DENT 7.07 HTS-ST + 8.60 67 43 4/89 DENT 12.54 C3 67 45 4/89 DENT 14.13 C7 +11.10 67 49 4/89 DENT 21s29 C8
- 67 81 4/89 DENT 5.94 H7 + 1.50 4/89 DENT 6.06 H7 + ?.70 t 4/89 DENT 9.13 H7 +12.40 .
4/89 DENT '9.61 H7 +14.20 68 18 4/89 DENT 5.62 C4 +24.50 68 74 4/89 DENT 5.73 HTS-ST + 2.40 68- 134 4/89 DENT 9.67 C7 +11.80 4/89 DENT 8.26 H7 +18.40 69 31 4/89 DENT 6.43 C3 + 9.90 69 145 4/89 ' DENT 5.20 H7 + 8.30 69 153 4/89 DENT 5.32 H2 + 9.40 70 74 4/89 DENT 21.69 H7 + 8.50 70 90 4/89 DENT 6.73 H7 +13.60 71 77 4/89 DENT 12.86 H6 +22.50 71 93 4/89 DENT 6.21 C7 +10.20 4/89 DENT 11.65 H7 + 4.10 4/89 DENT 12.47 H6 +18.60 72 86 4/89 DENT 7.62 H4 + 6.20 74 146 4/89 DENT 5.22 H5 + 7.50 (O> 4
.; ._,.<..4..._.,_...<.......,_,,....._....;_...........n9, R ;
Stoo3 Gonorotors 22- ; U_Plects tC90: CALVERT 4/89 CLIFFS UNIT 2 O.UERY .SG 22 PLOT OF TUBES DENTED, ALL ELEVATIONS,............ .....................................4/89 OUTAGE I l
/ \
[y , } ROW LINE OUTAGE INDICATION VALUE VOLTS LOCATION INCHES i 75 81 4/89 DENT 11.82 H7 +13.80 75 97 4/89 DENT 5.70 H7 +23.60 h_ 3 76 18 4/89 DENT 15.36 DH ,
. 77 15 4/89 DENT 5.73 H7 +20.90 i L' 80 26 4/89 -DENT 24.10 C2 +22.30 80 46 4/89 DENT 6.25 HTS-ST +17.70-80 144 4/89 DENT 7.82 C2 +36.00 82 90.4/89 DENT 7.06 C1 +25.30 l 1
83- 45 4/89 DENT 5.11 C7 e 138 4/89 DENT 5.66 HTS-$r ' +12.70 l l4 140 4/89 DENT 5.89 HTS-ST 5.73 HTS-ST
+13.00 +13.60 1
84 142 4/89 DENT l
'87 77 4/89 D NT 8.81 C6 +12.60 )
48 68 4/89 D WT 9.06 DC + 3.80 l 91 37 4/89 DENT 8.28 C8 +13.80 ? 91 39 4/89 DENT- 5.00 C9 + 1.10 1 91- 45 4/89 DENT ?.16 C8 +14.40 91 67 4/89 D NT 5.70 MB +10.40 91' 115 4/89 D NT 7.44 H8 * '4. 5 0 '
!: 91 127 4/89 DENT 8.29 H9 91 129 4/89 DENT 19.50 HB +10.80 4/89 DENT 8.13 H8 + 9.90 + 8.00 4/89 DENT 12.56 H8 ,
91 131 4/89 DENT 6,91 H6 +21.80 91 133 4/89 DENT 5.57 C8 +16.70 4/89 DENT 11.23 C8 +18.20 91 141 4/89 DENT 7.49 H9 I 91 143 4/89 DENT 15.92 C9 -'
. 91 145 4/89 DENT 15.00 C9 4/89 DENT 7.52 H9 91 147 4/89 DENT 9.05 C8 +14.00 ,
4/89 DENT 8.21 C8 +14.60 : 4/89 DENT 5.17 CB +15.40 ( s 4/89 4/89 DENT DENT 6.90 15.41 C8-C8 +16.20
+17.10 i
4/89 DENT 25.90 C9
+ 1.70 4/89 DENT 11.38 H9 92 36 4/89 DENT 12.02 H9 + 1.30 4/89 DENT 11.66 C9 92 42 4/89 DENT 7.70 H9 92 62 4/89 DENT 13.50 H9 -
4/89 DENT 13.50 H9 92 98 4/89 DENT 61.15 H9 92 106 4/89 -DENT 5.95 H8 +17.20 92 114 4/89 DENT 7.45 HB +17.20 4/89 DENT 5.34 HB +13.90 > 92 118 4/89 DENT 9.03 C6 +10.50 4/89 DENT 5.18 C9 ; 4/89 DENT 18.39 C9 + 1.40 t 14.11 H8
~
, 4/89 DENT +12.00 t 92 122 4/89 DENT 6.14 H8 4/89 DENT 18.57 H8 + 9.20 4/B9 1)ENT 6.78 H6 +10.40 4/89 llENT 8.46 H8 +18.50 4/89 DENT 8.75 H9 4/89 LENT 19.39 C9 92 124 4/89 LENT 24.40 H9 92 130 4/89 ~ DENT 7.23 H8 - 92 140 4/89 DENT 9.91 H9 93 39 4/89 DENT 16.13 H9 93 41 4/89 DENT 16.50 C8 +10.80 4/89 DENT 31.15 C6 + 9.60 4/89 D.EN T 18.00 C8 + 8.70 93 51 4/89 DENT 49.68 H9 4/89 DENT 56.65 C9 4/89 DENT 21.90 C8 + 9.70 93 53 4/89 D1:NT 9.38 H9 9 e
, - . . - - - . , , - -m.. -
o h M w o.sivii . .~ e.oso.o.o. ,.o.e s i 3.. o. ee. i +,- seie, em ..o. ew. onen e . ooo oo co(Jo Planta CALTERT CLIFFS UNIT 2 St000 Gonorator 22 Cutspo 4/89
!!!!!1.!!.!!.$b31.3[.IS!!!.!!U![hi.!bb.!b!I!I!!!!!.I(!!.9!!!!!' - . R0W LINE OUTAGE INDICATION YALUE YOLTS LOCATION- INCHES O 93 93 93 55 4/89 59 4/89 65 4/89 4/89 DENT DENT DENT DENT 7.21 5.14 5.33 6.81 H9 C8 HTS-$r H9 + 7.40 +13.30 93 77 4/89 DENT 6.90 H9 r 93 103'4/89 DENT 10.61 H9 93 116 4/89 DENT 7.22 C8 + 1.70 4/69 DENT 7.39 C8 + 4.00 4/89 DENT 46.01 C8 4/89 DENT 5.70 C8 4/89 DENT 19.73 HB + 6.70 93 117 4/89 DENT 30.33 H9 93 119 4/09 DENT 5.57 C8 .+14.10 l 93 125 4/89 DENT 9.05 M8 ' + 7.40 L 93 133 4/89 DENT 6.36 H6 +15.30 13.49 H8 93 145 4/89 DENT. +11.20 4/89 DENT. 5.49 H9 4/89 DENT 16.41 C8 + 8.70 4/89 DENT 19.49 CB +15.30 94 30 4/89 DENT 7.97 H9 94 42 4/89 DENT 33.79 H9 94- 52 4/89 DENT 6.19 H9 94 54 4/89 DENT 6.18 H9 94 86 4/89 DENT 9.99 H9 L 94 128 4/89 DENT 5.10 C8 + 9.70 94 136 4/89 DENT 5.67 H9 + 1.60 4/89 DENT 37.35 H9 94 140 4/89- DENT 5.68 H9
__ 94 144 4/89 DENT 10.14 C9 4/89 DENT 5.57 H9 95 23 4/89 DENT 5.41 C9 95 51 4/69 DENT 11.72 H9 95 53 4/89 DENT 6.23 H9 95 55 4/89 DENT 10.30 H9 95 75 4/89 DENT 15.20 H9 O 95 95 95 95 83 4/89 85 4/89 95 4/89 97 4/89 DENT DENT DENT DENT 22.36 H9 21.17 H9 8.71 H9 8.28 C9 k- 4 95 119 4/89 DENT 12.51 C8 +20.60
- f. 95 121 4/89 DENT 12.32 C8 +14.30 t
95 127 4/89 DENT 37.47 H9 y-1 95 135 4/89 DENT 18.33 H9 1 95 139-4/89 DENT 5.12 H9 'E 3 96 42 4/89 DENT 54.45 H9 E5 96 52 4/89 DENT 11.08 H9 96 58 4/89 DENT 20.79 C9 96 72 4/89 DENT 6.10 H9 96 76 4/89 DENT 28.61 H9 96 82 4/89 DENT 12.98 H9 96 84 4/89 DENT 14.89 H9 96 108 4/89 DENT 5.05 H8 + 3.00 96 120 4/89 DENT 8.60 C7 + 3.00 4/89 DENT 7.37 H8 +17.00 96 124 4/89 DENT 5.53 C8 + 3.40 4/89 DENT 15.11 C9 _ 4/89 DENT 9.78 HB +18.60 4/89 DENT 7.49 H8 +11.50 96 126 4/89 DENT 35.43 H8 +14.10 96 128 4/89 DENT 19.55 C9 4/89 DENT 35.90 H9 __ 4/89 DENT 19.75 HB +14.20 4/89 DENT 9.74 H7 +24.30 _ 96 130 4/89 DENT 8.74 H8 +13.00 4/89 DENT 8.20 H8 + 2.40 96 132 4/89 DENT 11.88 HB +15.40 96 134 4/89 DENT 8.70 C7 +19.20 0 - 1 s 4 *
. _ _ . . _ . - _ . . _ . _ _ _ _ _ _ _ . _ _._._ ____________.__,,___.___________m.____._.__m_. _ _ , , _._______,,,_
...'. : . wu ve es: . .p . . . . . m . ,>m .. , n : w n. ne. . .. .. *.. . c . e o n m . . o pogo 5 l ._Plcnt CALYERT CLIFFS UNIT'2 Stoca Gonorotors 32 UGtO93: 4/89 i l
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-( ROW LINE'0UTAGE INDICATION YALUE YOLTS LOCATION INCHES % 4/89 DENT 9.43 H9 + 1.20 96 136 4/89 DENT 6.03 H9 96 138 4/89 DENT 6.43 H9 96 140 4/89- DENT 15.78 H9 !
4/89 DENT 15.14 HB +10.20 . 4/89 DENT 18.90 H7 +19.10 ) 96 142 4/89 DENT 9.33 C6 + 5.50 1 4/89 DENT 18.78 C9 i 4/89 DENT 17.41 H9 i 4/89 DENT 17.05 H6 +13.30 l 96 144 4/89 DENT 7.01 C9 l 97 43 4/89 DENT 27.61 M9 .. 97 51 4/89 DENT 7.26 HB +20.20 ! 97 55 4/89 DENT 21.42 H9 l 97 57 4/89 DENT. 6.32 H9 l 97 86 4/89 DENT 63.41 H9 i 97 93 4/89 DENT 16.78 C1 +30.10 ! 4/89 DENT 6.44 C8 +15.10 l L 97 97 4/89 DENT 9.66 H9 j 97 119 4/89 DENT 29.92 H9 '1 97 137 4/89 DENT 8.98 H9 97 139 4/89 DENT 13.19 RS i 141 4/89 97 DENT 6.49 C9 4/89 DENT 28.02 H9 4/89 DENT 9.17 HB +13.70 4/89 DENT 6.56 H8 + 1.70 ' 98 64 4/89 DENT 15.12 H9 98 84 4/89 DENT 58.02 H9 98 90 4/89 DENT 59.21 H9 98 98 4/89 DENT 42.32 H9 ' 98 102 4/89 DENT 30.02 H9 98 128 4/89 DENT 5.89 H9
-~ 98 136 4/89 DENT 40.58 H9 ./ 99 51 4/89 DENT 13.26 H9 \ . 99 53 4/89 DENT 46.68 H9 99 65 4/89 DENT 8.83 H9 99 69 4/89 DENT 7.00 H9 99 71 4/89 DENT 40.48 H9
! 99 75 4/89 DENT 17.86 H9 99 77 4/89 DENT 16.62 H9 l 99 83 4/89 DENT 8.58 H9 99 85 4/89 DENT 91.13 H9-99 117 4/89 DENT 17.22 H9 , 99 119 4/89 DENT 64.48 H9 . t 99 135 4/89 DENT 6.35 H9 l 99 141 4/89 DENT 9.32 C9 100 54 4/89 DENT 70.17 H9 100 70 4/89 DENT 99.24 H9 100 74 4/89 DENT 6.39 H9 , 100 102 4/89 DENT 17.41 H9 5 100 116 4/89 DENT 32.81 H9 100 118 4/89 DENT 52.17 H9 100 120 4/89 DENT 32.86 H9 100 140 4/89 DENT 6.77 H9 4/89 DENT 6.26 C9 101 49 4/89 DENT 6.49 H9 101 51 4/89 DENT 22.28 H9 101 53 4/89 DENT 76.01 H9 101 55 4/89 DENT 27.35 H9 101 59 4/89 DENT 9.99 H9 101 71 4/89 DENT 15.83 H9 l 101 75 4/89 DENT 10.90 H9 101 77 4/89 DENT 6.23 H9 101 83 4/89 DENT 17.41 H9 l 101 93 4/89 DENT 9.08 H9 l 101 109 4/89 DENT 36.13 H9 + 1.90
, 4/89 DENT 36.13 H9 + 1.90
. ... .. ....... ........ . . >. . . . 1.. .. . . . . . ;,;... ... _ , ,w 6 Plcnts CALVERT CLIFFS UNIT 2 StocD Gonorct3rs 22: )
CatC90: 4/89 - QUERY: SG 22 PLOT OF TUBES DEN 7ED, ALL ELEVATIONS, 4/89 OUTAGE ;
.............................................................. j I
y R0W LINE OUTAGE INDICATION YALUE YOLTS LOCATION INCHES [^'/
^~- a iBi lii i;ii--~~ ~
4/89 Lisi----------- ~ ~ ~----- DENT ii:issi------------- 41.13 H9 l 101 131 4/89 DENT 6.33 H9 I 101 135 4/89 DENT 6.95 H9 101 137 4/89 DENT 43.03 H9 1 F 101 139 4/89 DENT 7.21 C9 j 102 54 4/89 DENT 106.30 H9 l l 102 58 4/89 DENT 117.10 H9 1 102 70 4/89 DENT 27.37 M9 J 102 8 4/89 DENT 42.13 M9 l 102 8 4/89 DENT 8.69 M9 i 102 122 4/89 ENT 5.63 HS + 9.60 J 4/89 ENT 5.53 H7 .+22.00 l 4/89 ENT 5.63 H8. ' + 9.60 4/89 ENT 5.53 H7 +22.00 - 102 136 4/89 ENT.. 60.95 H9 ' 4/89 ENT 60.95 H9
~102 138 4/89 DENT 19.64 H9 !
4/89 DENT 19.64 H9 ; 103 53 4/89 DENT 92.36 H9 ! i 103 57 4/89 DENT 35.17 H9 1 103 59 4/89 DENT 124.80 H9 103 63 4/89 DENT 32.43 Ha ' 103 83 4/89 DENT 31.61 H. ' l 103 129 4/89 DENT 15.07 H9 4/89 DENT 15.07 H9 103 137 4/89 DENT 15.03 H9 4/89 DENT 15.03 H9 103 139 4/89 DENT 17.94 H9 4/89 DENT 7.16 H9 4/89 DENT 17.94 H9 4/89 DENT 7.16 H9
- 104 48 4/89 DENT 13.25 H9 l 104 52 4/89 DENT 27.22 H9 l , 104 54 4/89 DENT 62.86 H9 l 104 58 4/89 DENT 60.16 H9
- 104 60 4/89 DENT 17.56 H9 I 104 62 4/89 DENT 29.77 H9 104 66 4/89 DENT 62.36 H9 l
104 116'4/89 DENT 9.37 C8 +17.40 4/89 DENT 8.10 C8 +18.40 4/89 DENT 15.38 C9 4/89 DENT 15.67 H9 4/89 DENT 13.87 H8 +19.10 4/89 DENT 9.37 C8. +17.40 4/89 DENT 8.10 C8 +18.40
- 4/89 DENT 15.38 C9 4/89 DENT 15.67-HG $
4/89 DENT 13.87 H8 +19.10 l 104 120 4/89 DENT 6.43 H8 +18.60
- 4/09 DENT 6.43 H8 +18.60 104 122 4/89 DENT 5.35 CTS-SF + 3.50 4/89 DENT 5.35 CTS-SF + 3.50 104 136 4/89 DENT 5.20 H9 l 4/89 DENT 5.20 H9 l -105. 53.4/89 DENT 66.67 H9 l 105 59 4/89 DENT 86.19 H9 s 105' 65 4/89 ' DENT 29.31 H9
- 105 67 4/89 DENT 50.40 H9 '
105 99 4/89 DENT 6.28 H9 105 113 4/89 DENT 6.60 H9 - ) l 105 4/89 115 4/89 DENT DENT 6.60 5.00 H9 C8 + 7.10 ; 4/89 DENT 5.00 C8 + 7.10 105 121 4/89 DENT 6.78 C8 + 7.10 4/89 DENT 5.59 H8 +16.00 4/89 DENT 6.78 C8 + 7.10 ya e 4
. .. eens owneieos woe, s.cise... e:... e . . ., n. cee ase s: .. +.m e.eene o entes ce. ...m P090 7
[ Plcnt CALYERT CLIFFS UNIT 2 Stoca GOnorotor 22 Cuttga 4/89 j L QUERY: SG 22 PLOT
..................... OF DENTED, TUBES ALL ELEVATIONS, 4/89 OUTAGE I
g- R0W LINE OUTAGE INDICATION VALUE YOLTS LOCATION INCHES (_ - 105 137 4/89 4/89 DENT DENT 5.59 HB 8.67 H9
+16.00 1
4/89 DENT 8.67 H9 l 106 42 4/89 DENT 44.04 H9 j 106 58 4/89 DENT 24.40 H9 '
, 106 62 4/89 DENT 13.29.H9 l 106 65.27 H9 '
6 4/89- ENT 106 4 4/89 ENT 6.90 H9 106 138 4/89 DENT 5.80 H9-107 41 4/89 DENT 12.99 H9 107 43 4/89 DENT 28.72 H9 107- 57 4/89 DENT 12.94 H9 107 59 4/09 DENT 28.47 H9' - 107 61 4/59 DENT 8.34 H9 107 73 4/09 DENT 15.00 H9 107 103 4/89 DENT 17.87 H9 108 42 4/89 DENT- 16.57 H9 108 60 4/89 DENT 12.49 CTS-SP +22.80 108 82 4/89 DENT 11.00 CTS-SP +24.60 108 120 4/89 DENT 38.48 H9 109 47 4/89 DENT 11.08 H9 109 55 4/89 DENT 36.02 H9 109 111 4/89 DENT 36.68 H9 + 1.00 i' 4/89 DENT 17.04 H9 4/89 DENT 5.28 H8 +20.20 4/89 DENT 6.71 HB + 5.10 109 125 4/89 DENT 14.47 H9 110 36 4/89 DENT 8.54 DH + 1.50 110 54 4/89 DENT 61.56 H9 i 110 76 4/89 DENT 12.78 H9 110 82 4/89 DENT 11.69 H9 , 110 86 4/89 DENT 21.30 H9
- 110 110 4/89 DENT 27.53 H9 4/89 DENT 7.83 H8 +16.50
, /' -, 110 116 4/89 DENT 37.89 H9
! 110 118 4/89' DENT 28.40 H9 \-- 110 132 4/89 DENT 13.00 YH +28.60 111 55 4/89 DENT 112.80 H9 4/89 DENT 5.85 VM +28.90 111 57 4/89 DENT 6.05 C8 +14.20 111 93 4/89 DENT 5.06 YH + 3.30 111 107 4/89 DENT 6.51 C8 +20.20 4/89 DENT 10.30 H8 +14.40 111 113 4/89 DENT 16.79 DC 112 54 4/89 DENT 18.99 H9 112 106 4/89 DENT 10.85 VM 113 55 4/89 DENT 106.60 H9 113 59 4/89 DENT 13.02 H9 113 73 4/89 DENT 8.76 H9 114 54 4/89 DENT 34.16 H9 114 74 4/89 DENT 5.71 H9
, 114 80 4/89 DENT 17.57 H9 l 114 126 4/89 DENT 56.74 H9 115 55 4/89 DENT 60.52 H9 115 59 4/89 DENT 5.63 H9 115 79 4/89}}