Text

Forwards Documentation Noted in Util Re Nuclear Svc Sea Water Piping Deficiency.Consultant Ltrs,Qc Checklist & Field Changes to Const Procedure Encl
	ML19319C740
Person / Time
Site:	Crystal River
Issue date:	02/01/1974
From:	Rodgers J; FLORIDA POWER CORP.
To:	Knuth D; US ATOMIC ENERGY COMMISSION (AEC)
Shared Package
ML19319C737	List: ML19319C736; ML19319C738; ML19319C739; ML19319C740; ML19319C741; ML19319C742; ML19319C743;
References
	NUDOCS 8003030855
	Download: ML19319C740 (48)
	v • d • e

{{#Wiki_filter:. oee .2 3a ( 9 \\ t')t} o '-10gGgO G8 3 'i;No ) 39 w g February 1, 1974 Donald F. Knuth, Director The Directorate of Regulatory Operations U. S. Atomic Energy Comission Washington, D. C. 20545

Subject:

Crystal River Plant Unit #3 Docket 50-302

Dear Mr. Knuth:

In order to provide you with the necessary data to evaluate Florida Power Corporation's actions regarding the reported non-conformance discussed in our letter to you of December 27, 1973 we are enclosing copies of the following data: (] 1. GAI letter #FPC-9738, dated January 23, 1974. ' ss' 2. GAI letter #FPC-9093, dated October 8, 1973. 3. FPC letter, dated November 5, 1973. 4. Crystal River Unit #3 Construction Procedure #JAJ-W52, Revision 2. 5. Signed Quality Control Checklist (Form #JAJ-132). 6. Field Changes 1 - 8 to Crystal River #3 Construction Procedure JAJ-W52. These documents are the documentation referenced in our December 27th letter. The GAI letter #FFC-9738, dated January 23, 1974, is a formal transmittal of documentation that was originally at the site in the form of a telecopier comunication to Florida Power Corporation. This is the reason for this letter being dated subsequent to the issuance of our final report on December 27th. \\ (A) _t t ') l \\ j '1t ~ %d '8008030 3 1412 General Office 3201 Thirty-fourth Street South. P O. Box 14042. St Petersburg, Fionca 33733 813-866-5151

(. ~ l I e l Donald F. Knuth l l February 1, 1974 l Page ; a A We hope that this additional information will provide you j 4 j with the necessary data to close this item of non-conformance. Please l { advise us if you require any further information. i l Very truly yours, f _? i Yb idh J. T. RodgersI, Assistant Vice President 4 Enc.

i cc: Norman C. Moseley Director, Region II
l I

I l l l f t i f u k i i 1 t a 1 i. I t -... =. - -... - :-

This copy ts: c " *, r. i; n r A." O C l A T U S I N C. ~ [ \\c V January 23, 1974 1 FPC - #9738 Mr. V. A. Szeliaitovski Director, Generation Engineering Florida Power Corporation P. O. Eox 14042 St. Potorsburg, Florida 33733 Re: Nuclear Services and Decay Heat Sea Water System Analysis

Dear Mr. Szelis'towski:

In reference to the above aubject as it relates to the 48" underground sea water discharge lines, we have analyzed the in-nitu condition to determine whether or not rectification would be required. Baned on the information received from the field, GAI concludes that the pipeline can recain installed in the an-built condition. It is, however, assumed that FPC Construction can in fact document the details on the deviation between the I "' original design and the as-built condition. l We feel that this brings to a close this subject unless we hear I further from you. Very truly yours, ,,l EN 5 fi!,, ;:~;~ , [ j i. ' l E. R. Hottenstein Project Manager ERil:ejv i I O l

I EVALUATION REP 09r 1-23-74 Dr. C. Chen f]. NUCLEAR SERVICES AND DECAY llEAT I I O _ SEA WATER SYSTEM Reference Drawings: P-304-611 48" - SEA WATER DISCIIARGE LINE SEISMIC DISTURBANCE ANALYSIS C-300-747 C-300-748 The purpose of this investigation is to find out whether the 3" allowable movement is enough to warrant no spearation at pipe joints due to seismic disturbance. This analysis covers only the soil movement caused by the wave action of ground shaking. The other ground motions caused by surface faulting, land sliding and ground fissuring are avoided during the site selection. The consolidation of backfill soil is avoided by properly specifying the backfill material. The basic tools used in the analysis are m formulae derived by Newmark (Ref. 1). Axial strain c,= V,/C - - - - - - - - (1) Curvatural 1/R = A,/C (2) where V A, and C are the particle velocity, acceleration and the wave velocity J, respectIvely. The following site informations are furnished by Mr. W. J. Santamour of Civil Engineering Department after the reviewing of the Unit No. 2 Site Seismic Survey done by the Weston Geophysical Research. Corporation. Below Elevation 84: Dilatational wave velocity C = 6900 ft/see D Shear wave velocity C = 2700 ft/sec g Poisson's ratio v = 0.38 Above Elevation 84: Dilatation wave velocity C = 1600 ft/see D The pipes are installed between elevation 94 and 96. In order to perform the analysis, the following assumptions are made: 1. The soil particle velocity in the direction of wave propagation. is caused by the dilatetional wave and the longitudinal component of Rayleigh wave in a complex manner. The percentage of contribution from each component is difficult to estimate. For teleseismic waves, interpretations of different wave forms can be achieved because the great distance and long travel time makes different frequency wave component dispersed and cause natural separation of various wave types. However, the strong motion record, close to the source of energy release, is less obvious to interpret. Trifunac j (Ref. 2) showed qualitatively that surface (Love and Rayleigh) may l contribute significantly to strong, near field, ground motion. t For an elastic half spr.cc, the Rayleigh wave velocity approaches shear wave velocity. For layered soil and rock the Rayleigh wave is dispersive; hence, its velocity is the function of periods and modes. For engineering V; purposes the wave velocity is Equation (1) will be taken as the average of 4 the dilatational wave and the shear wave velocity. This is more conservative than just taking the dilatational wave velocity.

~. }., 2. The soil particle acceleration perpendicular to the direction of wave propagation is caused by the shear wave and the Love wave in a co= plex manner. Since the Love wave velocity is sandwiched between the shear wave velocities of the upper and lower layer (Ref. 3), it is conservative to use upper layer shear wave velocity in Equation (2). 3. The site SSE value is 0.10. For conservative reasons, this G value is assumed at the base rock. Assuming that the ground motion is effected by the local geology only and that SH wave propagates upwards verically, the soil will amplify base rock G value (Ref. 4, 5). However, other works (Ref. 7, 8, 9) indicated that the effects of source mechanism and travel path may overshadow the local geological effects. Nevertheless, the soil amplification will be assumed for conservative reason. From Tables 1 and 2 of Reference 6, the maximum amplification factor at 'ng various site condition is less than 3. Applying the ultraconservative factor of 2, the SSE value for toil will be 0.3G. .e_ 4. Wave velocity obtained by in SITU wave propagation test is for soil at very low strain level. The velocity will be reduced at higher strain. As shown in Equations (1) and (2), it is more conservative to use lower -i velocity. For conservative reason, the velocity will be reduced by a factor f 2. 5. Above elevation 84, the dilatational wave velocity is C = 1600 ft/sec. D ,- m ) Assuming the Poisson's ratio v = 0.35, the shear wave velocity is (j approxi=ately Cs = 1600/2(1 + 0.35) = 600 f t/sec. The average of CD and C is C = 1100 ft/sec, and C = 550 ft/sec at higher strain. 3 6. Based on the statistic data (Ref.10),1G acceleration corresponds to 48 in./sec velocity on alluvium. 7. The field test showed that the underground pipe will move with the surrounding soil with no appreciable relative displacement. Under this situation the pipes will not separate at the joints. The only way that the pf pes may separate is under the unlikely assumption that one piece of the pipe moves with the ground and the adjacent one slips totally from the surrounding soil. Based on the foregoing assumptions, the axial strain is 0.3 x 48/(550 x 12) = 0.00218 c = and curvature is 1/R = 0.3 x 32.2/(550) = 0.0000318/ft By Taylor's series expansion f (x) = f (b) + f ' (b) (x - b) + f"(b) (x - b) /2 + - - - - - 7-( ) where x - b is the pipe section length 18 ft, f'(b) is the axial strain, T-he eDep m - a w

.-.. - _ = _ -. 1. j. f"(b) is the curvature. The relative displacement is f(x) - f(b) = f'(b) (x - b) + f"(b) (x - b)2/2+----. Since the total velocity and acceleration were used to calculate c and 1/R, it is justified to i combine them by root cum square approEch. However, the absolute sum l

will be used for cor.servative reason. Hence, the displacement is l~

D' = 0.00218 x 18 x 12 + 0.0000318 x 12 x (18) /2 t = 0.47 in. + 0.062 in. = 0.53 in. 3 in, allowable I l The conclusion of this investigation is that the pipes will not separate at j joints during earthquake disturbance. i i i i. ~ i a i 1 J 4 l t 4 3 e l l J. i l l l t.. z

\\s_ / REFERE: ICES 1. Newmark, N. M., " Problems in Wave Propagation in Soil and Rock". Proceeding of International Symposium on Wave Propagation and Dynamic Properties of Earth Material, The University of New Mexico, August 1967. 2. Trifunac, M. D., " Response Envelope Spectrue and Interpretation of Strong Earthquake Ground Motion," BSSA*, Vol. 61, No. 2, P. 343-356, April 1971. 3. Fung, Y. C., " Foundations of Solid Mechanics," Prentice-Hall,1969. 4. Roesset, J. M., " Fundamentals of Soil Amplification," in " Seismic Design for Nuclear Power Plants," Ed. R. J. Hansen, MIT Press, 1970. 5. Schnabel, P., H. B. Seed, and J. Lysmer, ' Modification of Seismograph Records for Effects of Local Soil Conditions," BSSA, Vol. 62, No. 6, P. 1649-1664, December 1972. 6. Lysmer, J., H. B. Seed, and Schnabel, " Influence of Base-Rock Characteristics on Ground Response," BSSA, Vol. 61, No. 5, P.1231-1231, October 1971. 7. Udwadia, P. E. and M. D. Trifunac, " Comparison of Earthquake and Microtremor Ground Motions in El Centro, California," BSSA, Vol. 63, No. 4, P. 1227-1253, August 1973, n, 8. Hudson, D. E., " Local Distribution of Strong Earthquake Ground Motions," g BSSA, Vol. 62, No. 6, P. 1765-1786, December 1972. 9. Hall, W. J., N. M. Newmark, and D. B. Mohraz, " Comments on Earthquake Transmission from Basement Rock to Surface," Paper No. 83, 5th WCEE*, Rome 1973. 10. "A Study of Vertical and Horizontal Earthquake Spectra," by N. M. Newmark Consulting Engineering Service for USAEC, Wah-1225, April 1973. 11.

Nasu, N., S. Kazama, T. Morioka, and T. Tamura, " Vibration Test of the Underground Pipe with a Comparatively Cross-Section," Paper No. 64, 5th WCEE, Rome 1973.

BSSA: Bulletin of the Seismological Society of America.

WCEE: World Conference on Earthquake Engineering. + 1 v 1

l :, A i

a.,. ; -

s... a

,t 8 .n umJ.ps/ t '.(e ;g /r".t \\ . I d. N' - g 'yf.. s \\' q lb.. 'O ',. ' ~

y l

i. 'g?, t, 3,J gC, i ).,l .t . ',' g, g, l.J. 1 'J + = g, .v. I

.Ol'. s l' O YJU '-og

' i . e, n, it. s ', f... i.T,.. '.. 7.r. .o J' October 8, 1973 N stnVICi5 .. 'M ;. / ". '.'. ~, ,s . n: ~ y - s. i 'n,;;3-4"' \\ FPC09093 Mr. W. A. Szoliscovohi T

e

<+ .,W.i ~ Diractot Cencration Enginocring e ',u,, . Florida Power Corporation J .g, ' W'P.O. Box 14042. , ' ;f zn ~ P.',j.i. St..,'Patorabur6,. Florida E.33733, ;,y, d [ 47 7.' "

c. '

'll' i ^

ts* 1, '

~ 5.[*/ Re:'.. Crystal: River Unit Throo 48" Nuclear ,. -. v :i'.. ' ./. Sorvice,and Decay-Heat Servico Soavater ] System,, Underground Concreto DischarCo '- l '.'J': " Piping' ~ ..T.,, Ref: 'FPC-GAI-150,'Tolox ftom FPC dated October:5, 1973 ?..,. ,~ .'ba ,. " Dear Mr. Szcliatovoki (. ,.I; ,4 In reference to the abovo co=:r.tnications, CAI realizeo the serio s j problem acd vill rovicu tho' nituation with'a view to caking every effort ....... + u neca.of'your ^ , '. to dctormins. a colution that.uill have the least total input possible on the Project.. Wo propoco.the following: the pipe lino su conatructed can coot'dcoign criteriaAn engincorin; (,infset, uill not co==cuco before Octobercern in the ability of the pipo to withstand' a . ' Our baoic con-The analyniaJ 16,1973. By Novc=ber 1 . is expected provided that in-put information'.is available. 1973 an initial reply-s Concurrently with the abovo effort, va furthef propcoo to 'invcati ',. '.'fixos" chould the analysis indicate ouch a courno of action is required gato alternative ,2' Thio lotter hau'bcon talocopied to the cita. ~ .Vory truly yourn,- w.g r .s.z.. beg . FJTide F. J. Toencic Project Control Analyoca'- t a- ^ ,..,~ ~. ' ./ ', . u -).t.. J c , (...,.

4.

r~.i,.'. '

. J... .. i s .e :, .' 9 ;' .v. s '., ' + )' 7 ;y,. 6 q, . q. 4T... t 2 '.~} .. ' *,,t= g . e",. * '98,g. [ g .~ a , p- 4-sc . f 8,,- ,f .l e

1 ,\\ h 4

s..-

FL Hillll A l'Il W E ll- ' Cll tll'UIL ATIO N ,' y.. -\\ ovsin uvu.nonrea mn s e.o ecx a t '!,Og Y-t7b .,. l - >I November 5,1973 Gilbert Associates, Inc. P. O. Box 1498 ( Reading, Pa. 19603-Attention: Mr. E. R. Hottenstein

Subject:

Crystal River Unit #3 j \\ 48" NSSW Concrete Pipe,/ // [g. h>. .)_..tm, /_'Q ( 1 .,,y (0 'In response to your 11-1-73 letter (FPC-9267) we transmit one y/),L.' t copy of the procedure (JAJ-W52) used for installation of the ,J 'l 48" pipe. We specifically refer you to section 6.4.0 of the procedure. We also transmit one copy of the completed, signed i off Quality Control Check Lists (JAJ-132) for QC inspection of the pipe installation. Should additianal information be needed, please contact us. j ? 'O. E. Colby, Engineer R. S. Curns, Manager Mechanical & Structural Engineering JFC/RSB/kah cc: C. E. Jackson O e

J. A....ONES COMSTRUCi.ON CO. C 0 Y E'R $HEET COCUMENT NUMBER: ORIGirJ AL DATED: A T TACHMEtt TS: JAJ-W52 7/14/72 None TITLE: WORK PROCEDURE-INSTALLATION OF NUCLEAR SERVICE A:D DECAY HEAT SEA WATER UNDERGROU::D PIPING (Florida Power Corporation-Crystal River #3) SCOPE OF REVISION: . Revision 1, dated 12/1/72

1. General Revision.

Revision 2, dated 12/21/72 1. Page 6: Paragraph 5.20 added. Section 6 j changed. Paragraphs 7.0, 8.0, 8.1 I and 8.2 deleted.

2. Exhibits 4,5,6 and 7 added.

~ g ~ k APPROVAL DATCS, SIGNATURES AND INITIAL.S ,g \\ ORIGINAL ISSUE lDATEllREV.NO.l INITIAL & DATE N REV.NO:lO,$k (NITIAL & DATE 4 ) ll)/ $l, 1-l ,f,j h,, .1ONES O C /g,j/ ,,l y 2 ,,m e'v?5?Ee, ?yg., %c.) '?'i p ', V ; 2 !!><;) l i k k s h,, FPC I l f,' 2 fl ,;_,y y. y 2___ y 1 FCRM JAJ 102 [ /

+4- ,m J. A. DNES COHSTRUC'.ON CO. .,q s m, O m c u s.o x w, ( CH ARLO TTE, NORTit C AROLit3 A 202o1 tl0RV, PROCEDURE JAJ-W52 j IllSTAl.LATI0tl 0F f;UCl. EAR SERVICE At:0 DECAY llEAT SEA WATER UfIDERGROUf:D PIPIf;G 1.0 PURPOSE 1.1 To provide instructions for the installation of f!uclear Service and Decay !! eat Sea Water Underground Piping. 2.0 SCOPE. 2.1 This procedure includes the fluclear Sea Water intake and discharge piping. 3.0 RESP 0llSIBILITY 3.1 The J. A. Jones Construction Co. Mechanical General Superintendent has the primary responsibility for implementation of this procedure. 4.0 REFEREtiCES 4.1 FPC-W8 Procedure for Warehouse functions. S /'l*,4.2 GAI Dwq, P-304-611, fluclear Service and Decay !! eat Sea Water Piping Plan and Sections 4.3 GAI Dug, FD-302-611, System Flow Diagram '4.4 GAI Dwg, G-736-002, Plot-Main Plant Area 4.5 ; GAI Dwg, G-744-010, Intake and Discharge Cana[-Excavation 4.6 GAI Dwg. SC-426-501, Instake Structure 4.7 GAI Dwg. SC-422-001, !!uclear Service S'ea Na ter Pump Chamber 4J8 GAI Dwg. SC-422-015, Aux. Bldg. 4.9 GAI Dwg. P-304-613, fluclear Service and Decay Heat Sea Mater-Plan-Aux. Bldg. n 4.10 R0-2766 tiuclear Services Seawater Piping \\D .qw-C gOcq,w u ~ lD 'Y i 7/14/72 '9 ) "' s D l "M1-Pf2 ORIGir4 AL D ATc0 a DOCUMcf 4 T P40. 1 12/1/72 ncvision errecTive pAcc - 1 10 l 0, f OnM J AJ too . wp. ...e-~~.s-m=-

4.11-fluclear Service and IMcay Ik et c.uspended Seawater Piping, ,\\p. Gilbert Associates, -Inc. R0-3013 v/ 4.12 FPC-W48, Work Procedure. Pipe Erection. 4.13 ES-111A A:crican Cast Iron Pipe Cctrpany drawing. 4.14 Interpace Pipe Laying Schedule, Revision F, dated, 6/21/71 4.15 Interpace Instructions for Installation of Concrete Pressure Pipe with Rubber and Steel Joints. 4.16 GAI CW. SC-401-041, Rev.1, Fiiter 81anket Decay Heat Pit. 9 '4.17 P. C. Shah letter FPC-6924, dated 10/13/72. ~ 4.18 Specification for Excavation and Placement of Structural Fill, Gilbert Associates, Inc., SP-5629. 4.19 ,TP-7-3-265-5, TP-7-3-266-4, f uclear Services and Decay Heat Seawater Systems, Buried Ductile Intake Piping Hydrostatic Test. 4.20 TG-00046, Hydrostatic and Pneumatic Components. -5.0 IfiSTRUCTIO lS,-LAYIllG 48" CAST IR0tt IfiTAKE PIPE (DRY C0:1DITI0ft) 5.1 D2 watering shall be effected using a fil tered dewatering system. i [%gi Uater will collected from the trench through lines of 6", 8" v/ or 10" perforated, galvanized pipe. Pipe size selection will depend en vulume of water to be recoved. One pipe will be run along cach bottom corner of the trench as shown in Exhibit 1. If necessary, a third dewatering pipe will be laid down the middle of the-trench as shown in Exhibit 1. Cross connections between the parallel dewatering lines will be laid as necessa,ry l to achieve efficient dewatering. t 5.2 Excavation, placing of pipe, and fill shall be in accordance with Exhibits 1* arid 2. 5.3 The trench bottom shall be excavated as close to grade as possible (at least 8" below the bottom of the pipe). 5.4 In the area of the pipe joints, over-excavation will be allowed to aermit assembly and testing. Over-excavate for the dewatering pi) 2 as shown in Exhibit 1. fh OD 7 f A C p**1 D &A f&g\\ ~ = .g ~ &() 7/14/72 J.A.J 4ES CONSTRUCTION CO. J AJ-b'52 - omomai. orreo occuutu r e.O. -1 12/1/72 yxac 2 or 3 R CVl53 Or# EFFECTIVE - FORM J AJ 101 - - -.1 ...._.L..-..'- ,m.. ,,,,gm ..v.. r a

S.5 !!ald 'for Quality Control Ched.. ' 7 ~~ ( i A. prior tn any backfillino. v.rify that all mud, sludge, A/ - sediment and coor fill ca berial has been re: roved and tha t a general state of cleanliness exists. ~ B. ' Check Zone "A" material for conformance to Reference 4.16 prior to use in backfilling. On-site testino laboratory perform at least one gradation test for each 150 tons of fill. '5.6 General over-excavation shall be leveled with Zone "A" fill compacted to 935 naximum density. Maximum density shall be determined fron Zone "A" test strip as described in PTL Report of September 1972. 5.7' A uniform layer of Zone "A" material shall be compacted per section 5.6 up to the elevation of the bottom of the pipe. The level of this Zone "A" material shall be carefully graded, by . hand-wherever necessary, to meet the design grade line. I 5.8 Approximately 5 inches of Zone "A" material shall be compacted to 98", maximum density (see section 5.6) and subsequently cut to leave two trape:oidal trenches four feet wide in which the pipe will rest (see Exhibit 1). i. 5.'9 Hold for Ouality Control check. One compaction test shall be made for each 200 yards of fill. 5.10 Handling Pipe s A.. Slings shall be rigged on the external surface of the pipe. B. No temporary welds shall be made to the pipe to facilitate handling. C. Each section of pipe shall rest on the shaped trench bottom for about one-half, or more, of its full length (except at the joints where over-excavation has been provided for asser.bly and testino) and shall be firmly held in oosition so that the invert forms a continuous grade with the invert of the section of pipe previously placed. D. The angular deflection between centerlines of any two adjoining pipe sections shall not exceed one degree (equivalent to about 3" lateral deflection over 16' length). $U ' E. All hub interiors and spigot ends shall be,clC.6 of loose dirt and sand. ,, Q -QW C)N a 7/14/72 J. A. JONES CONSTRUCTION CO. JAJ-357 s DOCUMtre T t'O. Of41 Gird AL. O A TCO 1 12/1/72' ' N 3 _ Or2 n a c c. HEVISIOf 4 - C F rCCTIV E FORM J AJ 10% ... -.. -. - ~ ~ ~ _. t. l

1. i l I /S; 5.11 - 11014 f o r Qual i t y Cou t t o l c's ck of cleanlinens pe r 5.10 E. ' L} Record oii For:a ;o. J AJ-l J 1 (Exhibit 3 ). ( 1 5.12 Juining pipe sections 4 -j A. Cast Iron Mcchanical (Locked Fastite) Joints s ~ 1. Clean the joint mating surfaces. 2. Insert the gasket into the gasket recess located in the socket end.

3. - Melt the American Locked Fastite joint lubricant by heating and apply a thin coat of this heated lubricant to the plain end of the pipe with a brush.

Caution I is necessary to avoid overheating the lubricant. The celting point of the lubricant is 150 degrees F to 160. degrees F. Tae flash point is 525 degrees F. Do not use solvents or other substances, which might be injurious to the rubber gaske t, for cleaning the joint or for thinning the lubricant. J. 4. With the joint reasonably straight, pull the plain end into the socket. 5. The mechanical joint shall be pulled up and torquod f, A to 65 ft. pounds or to a k" gap in the joint at G ) the closest point, whichever occurs first. Place () two 4" spacers, separated about 180 degrees in the joint to assure k" gap is maintained. The torque i wrench shall be calibrated at least once every six months. B. The four flanged cast iron pipe joints on the 90 degree cil sections shall be bolted in accordance with FPC-W48 and Ref. 4.2. 5.13 Hold for Quality Control check.. Record on Form No. JAJ-131. A. Verify thermal gap is k" minimum. B. Verify align =ent as performed by field engineers. C. ~ Verify 65 foot pound maximum torque has been applied; check 10,'. of the mechanical joint bolts. d Verify absence of loose material from the pipe.@\\, D. c. f g.\\ s f~ n.\\ c c C m4m J. A. JONES CONSTRUCTION CO. .w-tts; __ l ORIGIN AL. o A TEo coCUM EN T AJ. 112/1/72 10 l 3 yce 4 l navision ce rccrive WORM J AJ 101 ....,.. -...... m -, ......,-y..,...,...%- _.n-_ .--7

or vinually apparent E. !!.eu inr.pection of the pipe liner crach: or l en.a lining. Crach*. or loose lining shall N[ O ' 1,c repa ired per M.inuf.mturer's instruction. 5.14 The joints shall be leak tested in accordance with Reference 4.19 mid Ref erence 4.20 and section 3.06 of Reference 4.10. s 5.15 Quality Control verify that leak test results are within requircrents established by Reference 4.19. Record results of leak test on-Form No. JAJ-131. (Exhibit 3, attached). 5.16 Af ter successful leak test, each joint shall be wrapped in accordance with detail 5 of Reference 4.2. I f p racticabic, leave water in pipe to add inertia during the backfilling operation called out in paragraph 5.18. 5.17 Hold for Quality Control check. l A. Verify that joints have been vrapped in accordance with i detail 5 of Reference 4.2. l . Verify that backfill materials called out in paragraph 3. 5.18 meet requirements established in References 4.16 and 4.18. 5.18 Complete Backfill (see Exhibits 1 and 2) A coarse, washed sand shall be sluiced in the trend $. ] A. beneath the pipe. In addition, sand shall be sluiced ./( - s ) into the over-excavation for the joints. It is necessary s.s/ that excess water used in sluicing be drained off. During subsequent backfilling operations sand will be used exclusively around joints to a point 2 feet above the top of the pipe. B. Zone "A" fill shall be brought up to the pipe's spring-line. Thin (less than 12" loose) lift construction shall be used and af ter compaction the elevation of the top of each lif t shall be uniform across the trench vidtl. in order to preclud. .~.ve men t of the pipes. The Zcne l- "A" fill material shall be cocpacted to 907. caximum density ( see section '. 6). C. Backfilling shall be continued using thin lif t construc-Zone III fill caterial placed in hori-ghall g. tion: Jayer'r. of ~ approxicately twelve in ches( 1, hChidIss. fill shall. be spread and nraih,.I tv@tevent p excessive The This method shall,0cEt5I6c'y>ct,ibd nhall bc 90% "odified. particle segregation. Ceu: from springling to the cicvation of die top of the pipe. ?'\\. ~) Os.

-w32 4

) 7/14/72 J. A. JONES CONSTRUCTION CO. occuucur so. ' '. _ onicin At. o ATuo v 5 1 '12/1/72 p,oc or,Lp REVI5loN cF FECTLVc - FonH J AJ 101 -4 - - - - =. - m (

-i /^'} D. .Tlie next ILCL above the ele..ation of the top of the pipe ( f r.hn ll b c a t 1.act two feet thick and nhall be placed . jd a!!!at on.' t iac using Zone 111 material compacted to 90% ::odified. E. Subscquent lifts 'shall utilize the thin (less than 12" loose fill) lif t construction method using Zone III +- fill compacted to 90*: ::odified up to a height of 5 feet above the top of the pipe. This 5-foot " cushion" will be adequate to protect the pipe during; standard compaction ecthods to be used for the remainder of the trench. F. From 5 feet above the top of the pipe up to the surface, 4-backfill with Zone III and compact to 957. Modified. 5.19 Quality Control checks shall be cade and documented during the b.'ckfill operations. Reports shall be included in Quality j !. .ControA files. A. Verify gradation and plasticity index for Zone III material., B. Verify gradation for Zone "A" material. ~ C. Verify that method of spreading and maximum amount of lift for Zone III materials meet requirements.

D)

_( D. Make at least one compaction test per lif t. '*m/ 5.20 The On-s'.te Independent Testing Laboratory shall make the inspectisns and tests called for by section 5 and submit results on the appropriate form for retention in the Quality Record files: l' A. Form :to. JAJ-131 (see Exhibit 3) for individual pipe

sections, B.

Form:1o. FPC Q-009 for discrepancies, and C. Special Pittsburgh Testing Laboratory forms (see Exhibits 5, 6 and 7) f or reports of compaction, plas ticity and gradation. 6.0 .I iSTRUCT10 ;S - LWU;G 48" C0!! CRETE (DISC 11ARGE) PIPE SECTIO ;S 6.1-The requirements of sections 5.1 through 5.9 shall be met for concrete pipe..Before cach section of pipe is laid, Quality Control shall check the bedding requirements and report completion of that inspection on Form !!o. JAJ-132 (see Exhibit 4) under " Bedding". DOUDBlEW tDNRGE \\~j ~ 7/14/72 J. A. JONES CONSTRUCTION CO. __t.uc 2 'oHIGtH Al o ATc0 ooCUM Lt4T r,o. 10 ~12Lif_f [ ' N pacc 6 _ or 2 n r.vm o n cr r ec rivt:. FORM J'AJ to t ,., - = .m --= - --

6.2 Itand li n:: Pipe sections ( ') A. P.cf erence 4.15 provides t;uidance f or laying and joinin:: concrete pfpc. B. Slings shall be rigged externally;.no temporary welds. C. The pipc' sections are seriali::cd. Each section shall be laid in its assigned location as designated in Reference 4.2. f D. Both ends to be joined shall be cleaned with rags or other suitable = cans and clear water before being joined. E. Before being joined, both cads shall be lubricated with vegetable soap (about 7 ounces per joint). { The pipe section being laid shall be held in suspension F. after alignacnt until the joint has been thrus t fully home. G. The gasket shall be thoroughly lubricated by immersion in a viscous solution of vegetable soap, and stretched around the spigot to obtain an even tension in the circumferential groove. The gasket shall be placed so as to lie true in the groove without twists. 6.3 lloid for Quali ty Control check. Report completion of inspection of joint cleanliness, joint lubrication and gasket lubrication and placccent under " Joint Preparation" on Form No. JAJ-132. 6.4 Joint Closure A. As the joint is bein:; closed, the closure shall be checked by two spacers (3/4" steel bar inserts held about 180* apart). L. A f celer gague shall be used to detect any irregularitics in the gasket by checking through the recess provided by the spacers. C. If the gasket is out of place, the pipe section shall be backed out, the joint re-lubricated, an undamaged and lubricated gasket installed, and the sections rc-closed to the spacers. D. Given gar.ket ali r,nmen t, the spacers shall be removed and the joint thrust f ully home. 9 DOCUNM.c.- g' hgnrU 1NU s / 7/14/72 J. A. JONES CONSTRUCTION CO. J AJ-il 5 2 ORIGIN AL o ATco oOCUMcHTho. ? 12[J1/77 l 7 oF PAGC 6 cVIStat4 cF F cCTIVc Fonu J AJ tog ~ ~ - ~. ~ .........,..n -w-------~mn.....- ~ ~ ~- - ~~~1.n, ,---~-~

I .l s 6.5 liold for quali ty cont r ol c h e c,.. Qirali ty (:ont rol repor t verification of na :h L plac.= cut, joint c l equr e an't a l innt. cut (.w per f orn. d by t'ir td enginer rr.) und e r "J o i n t F i tup A l ir.n=en t" on Form !*o. J AJ-] 3 2. d 6.6 The pipe joints shall be cortared from the outside at a 1 convenient time. Follow instructions from the nortar ~ 1 nanuf accurcr when applying nortar. A. Outside joints shall be wrapped before cortaring with a d special cloth strip which has cetal reinforcing on each side. This strip shall be drawn tight around the pipe to provide a form to hold the mortar in the joint. Leave an opening j across the top of the joint. 4 B. Mortar of a consistency which will flow into the joint shall be used. A wiro curved to about a 24" radius shall be used to f orce the cortar into the J.cwcr portions of the joint recess. C. Mortar of a thicker consistency shall be used to completely fill the' j oint recess across the top of the pipe. 6.7 Verify absence of loose caterial from the pipe. Make inspection of the pipe liner for visually apparent cracks or loose surface. Cracks or loose surf ace shall be repaired per "anufacturer's instructions. Report cc=pletion of forogoing inspections under py " Pipe Condition" on Form No. JAJ-132. The pipe joints shall be mortared f rom the inside at 4 a convenient time. These joints cay be r.ortared using crowels. All excess mortar shall be re:.oved. Follow instructions f rom the cortar =anufacturer when applying cortar. 6.8 Quality Control check exterior cortarin:; f or each joint and record completion of inspection in the " Exterior Joint Mortar" colu=n of For= No. JAJ-132. i 6.9 Quality Control check interior mortaring for each joint and record co=pletion of inspection in the " Interior Joint Mortar" colu=n of Form No. JAJ-132. 6.10 The requirements of sections 5.18 and 5.19 shall be cet for concrete pipe subject to the following modifications: A. The use of sand to protect joints is optional. B. If 7.one "A" ma teria l is no longer available, Zone 110 material may be substituted in backfilling to the pipe's springline. D ' C U W. Nc 'q C O N U T 4 n.wn J. A. JONES CONSTRUCTION CO. p# 'onlGWAL oA T Co u r-r 2 coCUMEN T NO. 2 12/19/72 7A o r 10 HcV85toH EF F ECTIVc pacc ronu JAJ tog ~ _ - -.... -

...-e--.-~-

..w----. ~ - - - ~ ~ - - ~~- -- , c,

f r \\ I C. Fro:a two f cet above the top e f the pipe up to the surface, backfill vi th Zone III materi.51 and compact to 95% modified. 1 6.11 'The on-site Independent Testing Liboratory r. hall make the inspections and tests called f or by section 6 and submit results {,' on the appropriate form for retention in the Quality Record files. A. Form No.. JM-132 (see Exhibic 4) f or individual pipe sections, i ,t B. Form No. FPC Q-009 for. discrepancies, and [. C. Special Pittsburgh Testing Laboratory forcs (see Exhibits 5, 6 and 7) for reports of cccpactionj plasticity and gradation. ~ f. I' } d 1 i i 4 t i t Q C ~L U bi;~8.- c o ns tu i 4 I \\b 7/14/72 J. A. JONES CONSTRUCTION CO. au-us2 "N oRIGit4 AL D A T CO. Docu'A E.N T P40. l 2 12 / l'1/ 7 2' '% E M ~\\ pace or R E v a' lo re _C F F cC TIVE-FO HM J A J 101 - -... -. -...... ~ ~ -- --- ~.w. w.. - e w.. -- __..,..-._._,,,-_,m.__

. -. l I'l Y IWO! s. l i / 'h & < ..q l ! O-t 3 / i M< f i i s s ',N I i i i 3 i f i l 2 i 2 'i i p l V ,7 s s et l i i r .i .97 i9 l. I O, oo a n s I "7 A ' Iu 4 . e7 g rq 3 o S $ 'k I 2'. b >t w oz du 1 8 8 s. 8 o, s-1 ,v2- .o2 .s s o .o, e,s e . n, .c -). ~- c. c v 7 o 9 v {-

)

Ei s3s uia ! < '.fx p u rw ,.a. u i>m -> u a. y 2 o. 7 2a: a o2 o a o 'n o, u o g f:. n) .es t.a N c u.- o g.o y N i 4 d i 'I l-- r a 7 th ;i s l w 5 y E D G, ibt 'a _-S i w it w I r s o ~~-sanog - a

w 5

I a %h d / ' W A W.. - ; b 1 s q i: .x n O i.4 t 1 i tn It x_. s o.... i s_/ -o D) dum Yj.).- .n. o r-a .,, ;.. \\ D 3 gd{\\,). \\ \\V - t1 n

3 /2 n

l v l i t i i ~ JAJ-W52 Exhibit 1 Page 8 of 10 l 12/1/72 g ' ';d ' Y A* 91 V. -n-' ,Wc c . d..1

a l

[ e e

,y- . pt. i t; c 'It ' I P.' '. i. i R L t M. ' l - i' l ' ' ' \\ it.l. Jott tio. g;._...... TI P % C L.. M,iJ I'. ~ ) il . i n, tl = t 1 4 d l 4 i I i i 1 l .e 4 f 1 t I l l. '\\ i 1 $AND IPl57 ALL(b A3"Tt/t ") .Jo i w T 7tst y~~,.~'.,,,,..n.;..- .*'-f' Zot4C l'I (9o*/.ft.si) { 4 'g, ~ '- [ D, arc A ., ' At4 0 PROTCCTOR F 0 ft 00l H T } u f-eJomt :' / ,s j i 4- - ) I$ 3 d ', O LON E ' A' ' (9 B *!. M o d '.' S tvi d ti,%w o :,'/. 'h,3. , ZONE. .N (96*f,Mmj) .:.,...., a.- a..,. v,., e..

1...

...,i.'.- - i ife,Av;y).n n \\ T i 7 Y PIC At. J Q.t N,.=T P -_r t't.w \\.) r 0 poC ^ t l om .o D D 9 T-L' d _ea o a j. JAJ-W52 " Exhibit 2 Page9 of 10 -- - 12/1/7 2 l [ ~ ' ~ l I

~. s 3 i' / J. A. J0::ES C)NUCIO.'i 01. .g FLORIDA P0h'CR C010'OltATI( tRYSTAL RIVCR'50. 3 I (wj Q /. QUALI'I? 03?;TCOL CIEG" i,IST FOR tlUCLEA.' SERV! CT. N'D D:: CAY !! EAT tR;DERCROUI!D PIPINC INSTALLATIO : I Para-5.1 - 5.10 E. 5.12 A. 5.12 A.S. 5.12 B. 5.14 5.16 5.18 A. 5.18 3. 5.13 C. g F' craohs 5.4 5.13D.,F 1.,2.,3. I Pipe Bcdding. iteaul-Joint I:e ch. Flanged Leak Urapping Sluiced Zenc A 2cac !.* ! Pic'c :lo. nens to Fitup Joint .loint Test Sand to Spring I c l ! m' i o j.D AliCnnt. Bolting dq R!y I c l i _i l l I 4 i l I i l I t l l t l f .t t I i I l e,

i/~)

8 !) g 'e l lY-l I l l '/.* _ p{, k 'P,C Quality Engr. Note:. In cach column, opposite cach pipe Distributica: 1,"n i t e i Cc.n ar/ '.PTh, Chief Inspector piece no., the inspector shall sign in Pink JAJ Quality Control the upper of the two squares and record Golden red FP C'r,ons t. Supt. the inspecticn date just belo.: the i signature. Page 10 of

.1 Form I;o. JAJ-131 7 Exhibit 3

~AJ *.j 5 2 F 12/i 72, f \\ 'l . f.'.P O e s t e

s.

.C) J. A. JONES COgTRUCTiON CO. [) FLORIDA l-OWER CORPORATION CRYSTAL RIV E R t1 0. 3 CUALITY CorlTROL CilECK LIST FOR tiUCLEAR SERVICE At:0 DECAY llEAT Ut4DERGROUt:0 PIPlilG lt:STALLAT 4G" CONCRI:TC PIPE 5.18 B. 5. t a C.. eta A;unts 6.1 6.3 6.5 6.7 6.8 6.9 6.10 n. 6.10 C. o m rlor daterior Z o n e A / I I Il / Joint pipe Joint to SpringJ zo::r. ni UECOU G "E3-4d).(([f,[ Condition goint ration e.ormar lAortar line pE E tc. I ~ .l t I I ,D l _39 s.. -QI L,/ .s. ' i,4 f ?,s i N19 ~ e..., e- .g e' (b t '/. ' \\ !b Cistribution: s')J t30 T E: in.ufi coloca, o.v a s.e e e:cs : se : - Wh.e. F PC Cool.ey En;. Ccrory P T L Ch.el Ins;.: tor no,, ih, ; s peciar sha n s,,n., t,. :, :. 1.. P in'. J AJ Cwality Control s goa.e s and e e:oed ih,.<. s m : an 4 2 e ss i E e 'o.- coiden<ad F P C Cout. Su;t. ,,9na,,,,, Repo r t d l. ". r c,0 c.. ci c s C. 1-?* Exhibit 4 J, A,J, W 5 2, Rev. 2 Form No. FPC Q-0C9. /. * ~ 3,,

m. e de,f {\\ h - k k,f) [ I {I I I I 1 i ( l m ( \\' ",/ g[ ( [ ) hr. w.s it i- -- 4 n)' 7.: ij4-

h 4
5.t i

i I % : l $ '. .Q'. R k '6 n'Ih" +!h'Ifi 1: .dd = n' ~ '3i y\\ 'N 'f Y [Y 2 b N N 3 'b 'I' i c' Q )) N . M l' i_ __._ --{, l,l i, ) o__ (I'7 c

)

r ) N % l. $;, s,- c.4, m 't O J ~ => s a 6 1 C,,,l,g).. de ( t i a a na v w6 y-9 r l - 's J '3 o n. e_ { n o i i 1' l d l I Q 1 .J h@tN ) c i a-e 0 l R$ EE k h b g"O.A w r y 8 a= a % % y 7' N E t

h' s

Ps, t i O "O. f I { 1 f I I I tN I ,., 1 1 { l I l l ! f l m tu O p. N 1 I t i a IM-N i. t N s w '-0 q* 'N g ' l$ Od " .b xe es. s 3 N, p E-1 'I @ ~% s Or, F 4 3 p.. 4 99 (3 C l -O" "d k h, I i I l

t r2 E..,.

>< R j j. p p ul uJ '-j ,l j --- 1 i i1 f u, ( Ds V, ,,,,j O l .[ l i= v ( / c}. n Ii'i h f V 9 6 i . :l.o' w..y, .m. 3 a e:m, n..s. i I n n, F- .> e a tu 3, '-Ql ]> tli i- ...c ~ .s'n ('... Lo

c z

.i,.f nl.: et u, Q

o. n

<t uJ tu o =.'y ,v 'x'1 d.,h, ]h ,1 g r. 51 .'hN1 J jj l'11 u-N U M o i ou L1_J__[O l ;} d l,' l,l;!1 D {sT ',13 W . U-L L t ~ i a e 3 ' 'i_ i (,) U ~ ~~~~- f 6-lN[5')A..f4.'.IW 'd,k. % bl b H Z $C 41e

s. t.

. 4' 1 t,_ Er ', e e.. ry. d, g t 4...N '.. a. ni -: m N t,n. 3 v(.0,,. N... rv x. u; o e )s 8!. g .) g L w. 5 --l t - r i r' s. l .!._} __...7. -- I . ~ .,i m,} i,,4., q -lj.;g.,p l m t l,y.,0 v., n. ,, g g} ,g s, S-g 14.4 O, .;; g r,, 7 v y JJ.. % ').f,.1.

y....)

/;- N ttr g 4 g,,.i.w@

u.,

y, u y(M r., %.o1Jn..Lc. ... a n. H e e ..- i y.:, ,.g-< U-e. <. s.1 s,. q . n m.. y.-

c. ; ;..

5 t..y J c. M.i --..., .{ k ' l I <. '.Q'? N... ) ry '. ' I b{ 7s, s, I. O,, c'I(') .i N .g ,o s'l .s,- c Rh ,is qi ot s... pi..L_ ?. ;,: L ;.....,. t...{t - -l - r-r---l \\ 9 L'. tu l 1 P ~ a-1 ( v.. ',. l 'l ~ i

O O

-.twp.. ;, r-~} @g );;;,. 3.. 0lN. %j m

) 0 ': :

s a t rs

h,g

- ' ;,.,. i <=

Rc rN.,,.;p.j n

...i g.].,,J ' o gi

N

.g, f !% D,.,, d 'a 3 i c'l M...ti M o iN ., r gjijh...j. + r"4 a'i S - f h, r, rg,. c.' d ~ n nv. g; t 'j ? Qd c',,f,i rY..,. :r.,1 N;$a',.'q..c s.i. D/I-o u .. cR. l <*. N O J 0 a. )'j _)l.'_'I '1 b* k, (',1U I 'O.d '. u .. ? I C.* : 'D i 'I ~ ) i L' N_j - i i l q ' o '~) I n- ) r. n !! il s@1 Q404l',e.,.d.r N jq

x
O z

D NN$jg= j ) J L -. m.. i i u.

E7,2 .lfl']i.:: I [ ,. m lIJ l.(l, w. pm. f = al f} ~I ( '.;jWd q ~: Is'J. v.! > 4 : f 41 '.l,.,; e f g 0' ::'l l e ?.7, / \\ .;'l.y, e qPt rg e f, 1~'p, 7 Q.,.,j[lr, N, e.1.?~.i 3 I; .'l' 'r , s,,, g y ..g e F-1 g i 1 [ o e,o e f f i l g - JK i f 1 d 1 * !.! ) y 'E' j [" s s ~ ~q [ Ms N I;R.lN1.h.4s')r'[Ys,3.'{h 7 k 3'N hk o NN h h.0,Gq rsh h,!.)k.s'1 +1 8 O. .3 <; 5 h.; q i .e

~~', 2 2 i v i~~
~~s . N c-(N' nt.\\ ' s,e h. 'f S,N 'l qq ."=~ 3 3 a c, A-d u l, n.i 2 u.., a-9 y s s n.d.,(2fdi'd 'l t l 1 r 3s tx,\\ o',.N. q { s' c t - i- )~~
~~: : 4%~~
~~.a,o lie e t . c I\\ r o oe .'\\j# 2 : u. f1I I l e Q. 7 c c 2 I f e ! J es~~
~~N ! n.~~
k(Ntvlis ( 71 . '31 i N.J.b',e fs S FN 4.c. i 4p y g,1, gitf' s.Q c,.; +. s ; J.,sf.,hlb~ m 'e A ie n: .d i.4) h't e f e d rt ses c. .c ts 3 9ijI? t y % p. &,e l"y&' g';" ry ' :-j oe M' ' /l '[ N~ 3 o =w ,, 6 J;l r*- .r.'.;n,@, 'M j o9 ,;> N z 4 p-i-( r j[* V. o ~H 'i S' r-}i' d'> c'"h) iMt ~ d d 2 i es-o 1 I t f l V O ei N h gl i f t j j I i t l i ! U si n. % ~ g m'w* e,7 ; f. :s.p. - JiN E'. h c. E ' c m ' g [ l*. W Tf' s n d*[,. M 3 d.1',h,.t 4 i ';;)we D T -- p g 4..!{N), k; $ o i15 k N: d.' .N y 1 N' p > r; 7 3 4 5 b s %.k hNls itp fi gg '#' ' n ~ r
~~I s l'i i oa o %,~~
s 8'*** g .._). 2, w >r iii u s J S pp 91l'n,O d~6 ' l- .i 4.gf W>- e 3,e, aI Q ". s u= I r "1 4 's. O i 7 t (,. e)a.o { 5 y,! k {. h,l i I f s r: z '1 nm.' M,. h. ( tu w IDi'$*IN d'!E ,.3 rq a t \\,') a n. x g g S W. m $sI f N.h...t E I" yE
5$
U- >-- a p Wl , c. b.* (.) m W 'i r + ',..4'x'h:su >M'( d s ,,'i i IN 8 Jgg:>if 1. ,.j -{r E (:;,,0 G ~ N s tu tu o.2; n n r e.v. m o m i.Il i -t i,,n, u- , {i, L, i, o = (, 1, JI. l l q- ..m. ' %'] f.i.i 3-u x o (./ m..>, e' R ', 'ES - I h.' MJ tl '7[Y E @" l ,, I' b ? j, \\ c h 05'k (k[i' 'D( S_d k} O?N t g d , J hb )'hDj 'N'( r :'l "d ($ % J p n,h ~ t r..d (i'"t+j _I y.y p. } - \\ "U N $~ C S] l 55 I 1,..,--;..- U eQ(2 n. u ( i m' .? r i-3 --n-p b' e.1 o 9 t.,.
j;Ui)shbou....j\\[$..dNb]...,.,!.'d.

tjjtslt.a
~~.,3~~
~~,s cry~~
~~?_ - ! ]c.d r r .N q o' T,, %'%,:' -e b. {,Q~] md.,,,*,p , iv - t, >e ' ! s'. ; rl :1 \\ u1. '4 -Q ' j '. 'l d, cy.' > ^ fj 'd; M) {.v,.i. , l :; p q x .o t Nq-u 5 [,, lV a~~
~~z. ;;.:!.,.. N.',9 JN N.~~
~~fu e h* 4G,es,.f. n..I ' i,:s, s !s;,,'.L; -; e al u, x. i, 4 v~~
~~s ','Q~~
~~. ( ) g'.y..,w.,, q'~~
~~n,. 3, 7, ;,~~
~~j ;2 o g v q ~ t . % rs -, 4 H..~~
~~3 v.~~
~~o 1,, a,,(1 ,i o ?, h.g N Q, -( t ,r .r.,; 7 e,... e J !n;,3 u a 1 i. _.:.t.(e.g!, (I gi ' j ?..,.u' _ i..._L.. L.a._. ,sm 1: uod. >__..t_. i' { [ ,,s.. .a s, b .. l_ f l f ,() st 9 .g * 'f Q. 7 m~~
~~v. I w1>1 v~~
~~I gg .is w c.sl ss l.s. y u, N q D y~~
~~D YY~~
~~b., ",,' I,.$,~~
~~s >t 4s 7 y ed 4s,ew-ec es:t s r a .j" aj~~
l.
.e l l,,J t, s, o i } L,,,,..i i l I i , I,
A !I( h.. f 3. I. M[Js -w M(1 Nl f ) y:Sp$pp c.igpj l 9. 5 O[ f
I
~~.,O h ( ) b \\~d g p ig x.3 :.4. g g.n! A'i.'d'h r -]d ^ SkM i 9 ,m N L_L i.; 'dh'6%'.3.phIi~~
~~n i~~
~~a J..r'..W i 5 _g _ __L_L wA[e1u@'n (.. R y 1 Le s h ( aQ'i p pk._ _ 4.q~~
i
~~i m~~
~~A ~ii$d R'<'sjys s' ~ N q m~~
H<Qs y

yp
=, a 1 e_ i 1 4,n J. e. ic..ci., m 3: \\ i 't g!4 :3 ~ e. g $ gl, Wjf?e s'sj?f.w@r!9l%tyl9i!% .i.' n %., s _ ea y#. 1 x E 2 g 8 4 1 O (-) a r U ,ei l {=*n. tn a Jmy'e bl#%esO.,9,a s .s. at. d a2 ~ b ) g ge._.,&,. A q pd: 3 l i rq
~~b. s s~~
~~k ~ ~Id 1 nl o.. e a w ~ q ', M, k. ~ s 'J ' E ~.. ua ni n ,o- !35,3 l 1 U !.b d U I z o l l m3 m~~
~~h eld,~~
~~h: /~'T .3 e,.s . :, K O[ o be C t 3~,; [S a i 1$ 1Ue A. 6'/ f 0-6 ) ,s %,1, i t ) W wE .N i [* v 4 W ee m ( $>'.) I g e m m~~
~~c. 3 n'i g:~~
~~c;- y g ta i' m. N d U e..s 8 I.I 5 i N.S r~~
~~, t.M,\\~ 3 %.-~~
[ .? a gi, e n 14. ggm e.q, D &c] A; m% o w,r I v b> et,. I c = p ~.394 a ts.. M () H .e,lI M'f..iiy. n I -i I u, C, >- l uj t?.1 h,LL.4alii;lT,,h;,S.i.r. 6 b,. i i N , i - s, e~. ..-i.qg j 4, l m c R l.i. 9 si
~~w k r;/.d M:~~
il $ re A m. u- . !i'U.9. U.; a;v;m.d 7d.H b.q ~' uJ pst a 1 r.: b; l l. w m.H., m1a., W> t; I e4 a .; u l j p b i b~!! l l i.s. g5 u 1h v. L m:.h;. w. o cg]4 eTo!.i.u.ig1 x ,.2 v.. m a,m !l l s r l. m[ T I i s, ;. m %m < >n... l.
c
~~-t a h,1 t.:. 1, U +, j > :; a >. { e., d n,.:,y n.,1.=!.t.. :: g ..u. i s....-.v..*l.-. y 1-1cl 9 r.~~
~~s. : ns 3,,~~
~~3 n:,. s - $i ' !. h, s , y' ru ir q .n t. ! '.; f .J .u)5'.;d F9 q'f' ]l k.i.dl"_ly 1 ..d u - 9 i b' ! u. I ]L.k _t. f ~ .'.l._1 _ _l, r I .4.. l.'_~~
~~~.i~~
]l llqt ( \\ s ", D 9 2o= a.t n: a c.a,, _, e. y..,am.> e,.. o] eWg wf-gm .i l y l L_L....l.... L_ I l i 1 l .i - m-
-[W \\ ,e A 1, ' i N ..: '#2) j'. {'[, t :) (p0, $ 'f A '\\, i.. s .j u* '.b,s, i c..l' ; u, m. N. 3,,'i ([), E i Od Q' ' n .r,P . [. ; n.:.a "1 !..h , 'y,. o, i c s. e "'. S. a ^'f' - [- I, Sq}
~~-,h S 'D~~
~~.-n 4 ~ Y j.l} ! e.. s -r \\. fy '@ ) i '. h.l J* '\\ 'I hl') ..[ s.. @. - Mk.k g iE\\, w f 3i iN ifi[ [@,['@4li 'W h"J $'d.! ' '. d - i f~~
~~M'MNT Y.. <l ef'i$} 6.i t' h~~
!.< E, d D.y riWl M @ 4 qi AM4 $@. o sn I, E J h a i h9-h' :-Q M .. C % a ____6 r"ql r@. Mt ce miw~ -,,d.. @ i t "l'8 !. N j ~o;g n Y .a n w H Jdn p% .d, I..l s. .t e ,u L-9 . m ;o 9MiHl t ., i t di c. 9m, is s6R?is ?5sPCt,m m d- @l -p ] 5 s2 O 6_ h.4 9 '<n+ -(>& m !^'h.,,w.D..i W a O ;; e '-# e u c O f 5 A,.SN}4 t s ....c.2,, e. .i$ pet iq 4 ....s .,t-a,1.,.. l,!1; ;a: i 2 u; m.i A.,,.,y',w. BPt q-? y V ~ >';- % s{e ses, d m-3..., 4 s = oo N'/ e n~,>
~~w...~~
~~i s ( m u;~~
~~" t N~~
~~I /7 ( .? b,, $ ui jf .'y / tu Gl" 3 B: b~~
~~1lo~~
~~- a, t 4 ' e f'f. n, U "' Ok .' s', r t-wt I Y %s i. r "- e ')> to tu o L-J -- e .u . - - e u e v bfIl $., 9 ( M.I~~
~~C U~~
t..- f?N. l f,h} E. Z { (w'T i- .Ns%. / Zjp n h- 'v.., _j 0 'ff rn H;.B ti ed:p;D lWS e as C) 2b a ") cE.yn g w%p.M 4.!@iTW $E D i hh g Pt p I I b vi cn 1- "l y l m p e i m u i 3_ ne i i i 2 e ~.. m4'p<a. e.%a.le~ .t w - w. m p h,i.{4.0ll(,/.s~.'l * '. d a s ee.: ' Q',- W w cO'.:3 2 t '"i, a i v; c,)- e a .c
~~[7.~~
~~y,'. Q i p p,, bd L J j. s p ,_ o-Q ".,.:/f 9, -i - :' A1. s q 7, it '5 .i 1.,o i t_u p M.I L..;i:ii"i a 7 'lLc -f. - t 9.- o o U~~
~~) il-t' i.w,~~
~~to -' g ! I 1ti mi ,'u. :.' l, *, ' j g-N r v N 'ID, a(;e..'. N,.'. N : ~. I m\\ ;,' 'n'..~ -' W 3 1 ..,;. s f ' "'. 1 . ;',;:c't, 1 d~~
~~c. -~~
e. ' i. i.:, q(; p. Il J d 'i > s ' Lu t't,n : A ;)j.u '3 '.. ' j. l n N 's.; 1 r, - o ' Ji' .p-b; u li Mp '. ' ';4 4 u q,, l. i LLL}e 4 , ; i -); 1 N i' ': ,P: f 6 f,', ~ i 'I l 'L._Li I ' r;j '4.. L'. l t
~~'.l.' !'.L1'l_..f i~~
.. L.L,s U m s:- .y. q s 3 s I J j l i M ~ ~. ' ' g f 9, Q,,, k .2 & a), "4 f))P m0 u b rA j,.,. i e.,..l.. v.r-J. Id 7/). [l(sg ).N to i., s w 1.p. .e. 7s --I \\.. ,,a. c..} l I o l 1 i n. i ~m ~
j L j ..1(7.d. ,.) .. = .t.,...{3-s 1.1 ( .-i,w.w e.' 'h.: s....,l.s .s,,.1 .r.
~~c. t u4.,.,.,,~~
~~,..I~~
~~w.,,~~
.:.a.,sy w. 3. si,bn :. c i = ou ,v, .s e, _ :. x m 1 o., o e y f ne, : y.g s, a 1 e (,) h(.cl4 h k 'T 'U r 'N * ~l { l. = '.S D N' s, I =, e. h %, fx s . Ad 1 M j ".'M ". r ! i d L q'.ds, Rdi b.- s ".1 M 4 'a., a. R.<, s~. N., m e e ? g.1 ',9.,, h,y. @.,,1 ., S, -0_e- ' L. =i. i v e u> , = s),, 7,s. .p t i. b.., s.* 2 o IN l t,f,'y c; g: %. \\. N v.,sng 'q$g... eh., je..J m..,.. p. g,3, s' g s'p' I,(' ($,N 'Ni.,..,,p-_ y o.,, z- ~ s s i n. i r-o 5 L'. rg x -g t s 1 s
~~3. 3~~
. p 7_.. e 31.o z ~ e o_. =_ 6 -W rL .Q,,. dh. u. i.ml j .I t Wi h'S +s,f.. %'. e.s.6.h A $m A Nh, .. ! I s "..- 2 h o.i.. I 0,;W,. d: m 6 a %" i r e'r. 5'"=::> ? *- .,e z m. c d,; w a. n uf P We 4 4 t-a o o 4 y Q 9..
~~e. p 7~~
~~O o c ; -a w = p# .x' ' O N, M ! W.q es.N ,Q,t. hg r3 .> m~~
~~:: - m yi y~~
M ."m. e- .,s',. l'N, O 2, si @t i i, i ll 1 V n o 1, '[I a" ses,3 f h + ggr..{.. a).' r . M, cm....,s.i. a n.b.r.~. i a 1: s a . s: e e). w-w .: ms .~ ss . s ~ ~ -c e s.,,4 '#, o**,_<~-j rip v-3. ,s <4.....',t o o a' i
~~, g.E h, e. %~~
2s s.d t; '"1 LJ J eg..', s anm \\ 'C us w .y ,., m t . L.o, .gg *- a. v n, ~. m j. .t s e e. v nn ~ s s Pggg g H p N' S 6 d p w S d q 3 _m i,; m m af., _3, o e <s m 3N D k, (w) tu O Q-t- -,n9 ,.n 1 1 \\m. /.. w o t. m P-tu P-9,.n .) s'4 I t* C /)
~~A g~~
"m,1$A .(:."../.. 1.u u., J Ee .it i + /. _ = v a ~a'n, c I'a$ 5 V U I l"O z d-7 *;, l s O rt i ss/ s.J d V I I I h,, e 3'<'- L e*. is<I k. ~ +a s h : O.~, ~.<.e u-- ih, %N..r,7l.5 t.O h,s.,'.J j ';.' 2; ',!$' '. .a k.d ha.y -] ~, .n m m 5Y d ~ 2..'d 1 >- Sj 4.: p ggN' ? f,i ? "l '([,,"1 ' [', 'i N} h 'i/ 2 *. rMl 'I'. n .N'ft b ' ' ~ ' 7# O.* U ,r3 dr s ].I F ,~) d l'.'- i t 1 ' 'g' I,.s y 2_ Ei N'T' ['I-jy w 1 %d k.s% E l, '.} N a'1 s 8 O.4 t's
~~g s~~
g if ~W Tr l ./ l l e g , I a r",) t.i o t u. i 1 II'.$ H $...I 9 ' N j N, D,.:h j!' h, i 1., (! % h, {q ', 0 , g i..i. b b 8.I h' h 5 .,f . 'i..g... m: '. [;; ; s .e i. p L,JN., f,s. s.. s.,...,...,.. .c N' Cjs,f k .. 8)I..(\\, 6 ', s s,g t C'. N 5 D.. ),.s Q., ... ;p el 4 T j "j.C ' s. .p ,,,..) 4-M d 7i"'l s} l.) ',). gl NI '.i ' "6 m.. 6 - U --;q ' f a 'l ] ; 'll C f ' ' ] ' L' 5 Ei '[y % j > b5.' ] m s t, h..P'. h ').i'j.. v.....-.. h. .3i $4: l h d 'E h.h.s,"!. A.> '.:[!s;J' %: %...,.d'!.d l l . l ' ? 'q ..? I O N i } r,,,;,.d. 4 ;N y.,ps i .;ni< N,f
u

~~is*r,y. d. pi sj.~~
\\
~~",e .i...s. N..',b b * ',i N, s,,r"o sj ib.. Mvs .e, I ,. 3 h ..'...'s',',i.,g % g, c.'.. r; 'c' E j g 4.E*j,,g M,~~
\\*
~~s, s s.-..s r3 ,d1 ... N,Q s. ('i > p.. d. !. n.. l' i. '[ . s ;s, g l;Y s o s. T o. s<j/i. 0,,. i C. s : . i, si s.K .? t;. 6r. y~~
.]
gI :o. i s. s>. r.. . - q. -. 1. . i.. t t- .is 7s I / o k8 ( 0 Qf. y- - i s t., e -st .,, r-f n* o k is s K; .r o,,,. C'bl. \\ v-t, L t. qs g a3 o sa .. y d. G., - _._ _ ____ l b]. '4-d r 3 Y S @W #' ' % .3 h.. D** lG h is. J]. <o. m__. mo o +,e ,y-.
./s - - . s. = 511 - (. ) l' h
~~),-~~
~~a<s.1.!t) - a.( s A i ,' p I ;, t'.d. e v Jo .N;:., sg n, ,,.].~~
~~.,I 3~~
~~= . + - .., c. d,.' s %c % n. ~.' r~~
~~s' a~~
~~...n.. u., .%e-N .) .E $ N ',.$O.i.*( h b,l ' f. s\\p.' Wi[..'. i g . c. - 6. -~~
+
~~,*.i,,* ','.$,i !. k i . 'I8 s *S- .n g q t s' u 4, 3 o ( ,s,e e s e p ~.~~
~~S 4~~
~~e e ?. J o . i.k....l.C h.. J m.c[l/ N n. ,h..y .w.~~
~~h. s.o 55 t.~~
~~k + ~i;i 4L4 o r; = sc~~
~~p r... :!,M~~
~~~. ~. <e n -1;- . s s K-M. ! s., c.. w,Q 3 l. i et.v w.h N - ~e s l i.. i O ul rcn o 4 M e,i*N n . v - .i n'}.c) 6 '.N '<j n-7..-(:q 4g I{f,.,'. t.sW 0 o a. ( t a g j~~
~~g No z~~
G. ~l g j a i .t c di 5. -f . h. 5 )*. i N,%,,,.w ^ s t h.' ?; i a m %. N ru 3 d, $ "{ l'.C ^. I'~',,0s 0 4i 'a o, D o9 ssi i ,] 1: M :,' l','W. o i. ? g* T-{ % Gq O m i kp3 p s.l" 1 - c -= a 4 w ila w 0-m t-
~~gQl t' r~~
~~g. b' N " igv' N \\s g O O t= ,.N 'N N w/ m Eo S i ql l [ 'l 9,~~
~~G l>6 tu~~
~~=. r. [ c l jd 2,O l Q-O 'f\\ l';c . w 4 l . W.! i; s, n m m ',t. ,}, .t 1g. 2.e o s-Nnh:.lrs s-o W, <4 a r's,j *,'l,s.c1 .v s s. - IM I~~
~~s :..: >-~~
~~dg. 2 . Ml6 .','W cN. 3f,.S.i d' rv;"I cy,'T.3 cm: dB -? = 0;) <n -c s t z sn m g a e i ,: o s,l i s r, S e, . : m. L,.. = m.,._. p o s 3.- p. s'} h Ds h, h-} \\ I N Q O y [$ r['l }p e i,.- z u p-~~
~~s 1',~~
~~l'h'd to tu A C 0: dCl ds IM 'J m a a.. g m (.s .R . _ 4 ,% p*. y,- gJr s y..m t.; M - (O-N. m H -, r se. o I%q.s.i.c,r..,~~
~~m. i~~
~~~ t,,,) tu .~ m-t iI n. &u-VW:. '. i ~ a: e 7csln~~
~~Q c',~~
~~.4 sA. ( n.< - w to o F1"s IO '.t(; c... i.. ~ e o c.e a-g j 9 n c1 rS f.U - u v 3 ,7,'d ' z~~
~~n. - 9,'e ys i~~
%i -.~, a e ,- ( r_j-j-I i .T G o j (3 ,e, 4 u S.Y.s l.'hQ G .i %, 8 l' g ' l is v, 0: b 'S F-x n. ds &),,'~D:~37',ha=, e:p' c1..ep ce # 1. k.'. v' fr ,R,?, Ln en -l ir u U.1 w. ~ ' 4 rsi..,j n'o J rV n*.i <t.y. es D 1' c. ' gg<,4 ;..* s- >.z ., rq'.a n si. 3 I rl o,,., e u,. 3i 3 4 i g i g\\; g w s s' I, I (.... C.P > i. s..bll. pi c q,, U e-N. o -t c. i .~ 9 ;5' *l
~~h.. i pJ t~~
~~w.,~~
~ l-w,3 y.',l- -[g*
~~l .( l~~
~~t l~~
~~ce f.q 1 4 4 o,~ '-Q~~
~~e. /. -~~
~~l-- 5 l-r.,j.. ~- l~~
nl l.s-l v

gr
~~. y y .s, .w ( e Y h, '.., :j ') . N h. l 'l ... I" ) - ([,) ') ', t .D v. .V. \\, 1 .a,:. :' f] ;. );,.",,.,',d,. ;:. e r m. >m ...a u 3 -.N 1., e 5 a' .- c.~~
~~1.,~~
(, y "'.) [s.r u.3 y s ' sr d 1 s i om . ' _ _:.. _ _,.,' f'._( l ' < l,., .. N,<"i { [q. ~- s U ' ;L ' s I _. _' ; ' : _}#__ j 'l s t ^ g I' f l\\* l g .,{ h 1 r,l. h. g," t ,t ,.sl irs ; si. i O l g a s I.i.- 3 - l <j %- [5 i -l .j. si, i .s i l*' e. ,f' 5- ! !! d . l ': Nj;"1c'.,,Jl,'t(.c.-. ',..'? ".,':.Gl 7 i -h o s, " r-d3 E. s.
~~w g,~~
~~. ' :j. m 0 u o J.- <.].- j q- , J'g. a n 1 3 ,i J e f' ,,, F ,/9 t j ._,_q........_ _..t, [, ! _ .I_ .... I._l.. l~~~
~~t x~~
~~s (3 1, f e 5w/ u 4. f 9 h. ['y , D. "h Q ' 4 i i .s q E ( l~~
~~2 hb b~~
- fG (' ', g' s 'g.'i ) -s bc ' Q:s u i' r- [s, p, (-} P.* r( n M w
~,I l .s,
~~2 g~~
~~.l. qs j, n ,- l. t N s f p,~~
~~.s.< si.,.~~
M,. s: s' y .s i ( e, j. vu = .s.2 4, _ - o n, .9.. ~d '. s ': 1 <,q T.} :'.s N ,s s, ,s e -. "* .g .\\ A i d ' \\.'. f 4 M, n o ,sp,, sA, cA, s ;s.*.m '* * \\ t,,-f.)t.a..' M , A. g,\\ ,- t, Nf,**,.N .N, h f ..., s ; I .\\ O N e .s s, m..,i s., x ~ s. 1 s x s s s. o s4' .s,-g. g m .m -) t. s h a 1 1,s-r .e 1 a o o e a., rhe e E '. N. a %.g p, i.lps ?y
a

2
~~,p uq g '3' ;w<. u, ,.n ee Eu ,.4 Q 1 = d, ,,g...: b~~
e

e> h,,.;' Y' M g.y@'.'i ?,ly-L.
~~ini t~~
N c.','M) N. in.r

.
4 q -.mId 1: ; E.. = s m %..... n q enl. 3 v s '.~ .n,. e s".. N d ) q( t z . 3 :, ; e a ... u - - = a. a = 2 : :. - 9 u$ ct: w . e .r.;i i h 5.:.:. o,. o s-5 n e.. -) e -e-1 5;.h O c#. Q ,3 o .o i n. 'o 2 er a s. e-n- o, - u. C.I -o ,- E r0 m Ea un n (m Q 'N b i J'h, 2.1
~~m Ib j.~~
~~(.,,) ( H u l;; l g,s ' ii 4 '. e.,,~~
~~.J?.e.g q,~~
~~4.{: i r. 3. i O '.\\~~
~~i. g~~
~~.I t .i. e. p 2 ( ? 'V W m J S9 1O @',d,.F y, U S !M',i."9 ,'i e, (Qu'w) u u f M u m "- 5 cN T3 L.. a,' p* O '-t y , lW j:\\,*s, .s.s, N s n. 0 A I~~
~~_[.~~
~~I__ (J- ,p:- u,i O u ..sn3c, M :s, 1 I () H m~~
~~n. >-~~
s 4iN tsd. + i. J: g;s,.}Q'.' trM .N,. w;>s %.N:,. ! rk .l'r'.i It .t s ?f) .i Q .i J.N. 4 in P 3 2 h E, {..:Q 2. j],6 's. E'" l.,1.1 C W I yI 'L l i' .n i J Si'N]Pic..iIs.. >-. c s ii 3 ,/., 9 : r. 3
~~.a.~~
~~o' u >- B~~
~~m' e'~~
~~- 'i X o.]y ' 1 'i t.] r,~~
~~f g o c~~
~~4 s %'i(i t o u7 Q~~
~~3 u~~
~~g ak '.'f.'..!w i t', 'M 4 i .ao O u-i M; i l,-.s. w,A1 Sg . Q( i,~~
~~g.. n.,s...,,~~
l h(s. H . s \\.,.;.., j.3 '1 .?3.: 3.%,s,.%,.., e .c,i g s m n; 3 $.1C. e c. ., $. i <il.m !; c....sv'.M.s 'a 8' ?jl,:\\ U. r, w. J,s s. ...: c. w c3 ,. f.,'- b ...,o M. ;[,,u..;. L',.m ,9 f.!. 'v 'v1., (;j / N,y,,,,W,,.-,. l,q,, .e ,s a.... u ., m :. ~ N. t....*l; c. (1J Q tes '.'tI ' '. s f., 1 P*I .I g.' ), i . L.,. _., _. _...i" g.......:..(. R g .s 5 lr y a t.. o.. - t, i .s . o,.. It,'.s. ..,. m K.u., i,,.c.. ]. es... i ,. a. i. ..., l \\'.'.~, s.i .c .os ,s M. ~ a a y.'I.W >r,11, %g \\.-' M i ' j %' i Y, c ;. q "; t ={ a I,; is
~~a., 3s;..'.. p' j. *, : 1 ',...i;~~
.? - i 3l1 1 u, c. r s..,. e i g d n s d ".:.'i,." l' ;. : r u .J['* If '[*j,* \\* 12 a,s] fj.\\ a t,I.[' ") 'f 0 J (,',,.g ,,.y e H ..s. r, A ng i) ] pN. N,w., s i '. l. l..- g _ e i..!. s. s L. ( i
e.
,\\ /. .. -.o> i tf s-1 o t u \\ .( o n, i. g. k a se 'H se. D* J h' f ') 0 \\. A h j g { c6 6 l} ,i.. n i, u.. 4
e o -
~~u..a I~~
~~a,i ,x / t UU t _* e*e, w ?- v/ a, o -H l' e e en P4 '( I, U_ 2 'l _. h~~
~~f E$~~
~~O e J o o e ? .J H R [ ~, 4 w 4 om =2 1 c. h C "a~~
~~'A nb s.n.~~
c m.' 2 2 n,7 1 5 i,; e o c a. ,, - c z Na 5 e,.s. 3 6 -n 2 = c. O., M o. 2 "'c' e c -2, -,- x x l 8 3 D s.ei l ?. e w-z e. e {*; o -E o -U ., s EO -w' tu ~' I N w&.. r.)v.w,fb'b.m l fY i'l s.i 2 i m.#., .s. c.,') ~a. mg q.;e o pf 9 M W.yq %,-:,,q -@:. W g.i,,,rs $ @ o mn- .c r-1: O "' y a 5: j'd Q'OS 9!',d Mi', M S 5 EE I (, ) I'l= o' dd G M l '8
~~b. o O, h d h MWt -l Q M -[. ( Ci lkN $~~
~~I' I o z u en uJ nu V [.Af, %.) cx O 9: U tu .o, n. o ./3 q tu ~ m ;- ('"t.. 'l J ": 5 '? gs ui u o: u e~~
~~a. g~~
~~(**/: ,L' I 5-U, v v x l U N' _j 'C M O k q, r3 1-h--i r .cs U i h.T hm a' ('.} H l's") *ii *% %.s ^s.4 b fN n- <t,_ i i (n,, v, m~~
~~) n u~~
~~/. ~. v';;.4; d >.'1v. ) ? v*. *<. r 'sN i '- Q* > oe n. tu 'm y' d 4 'N. la., S 'S^..t...r !'. ' s>. nl. ' r,g,. >c. . o. - l i~ e~~

~~4 y~~
r' .a. -J m. = r3 w, 1-e i 'p t cs. u j 's, A, .e ea 'N,y. k "1,*';q , eg '. ' r. -;,g ' ' b;.,'N; ^ g t e., '(. (7., U -) z- ,v - 3 % q'. T., of ;;.j '% p#[ D ,~U,. 5, 4 N 44' N' s, .s. . r1 .e C k t lv,- l l [ b'1 ' t } %si
i
~~Q [g "..I r - Ct* .y l.K_[l 5 N l dlN;j o l .s u.~~
~~.'\\.c. 1 :.t 4g 8~~
~~.Q ';aq/\\ [s $N I. .l.,, s '-l! N];* 5 T. f.M h p T l '.x l (,*'*.g (g) ] .A .n .f e, .I t-3 ']g y, Q; [l ^3]....,.. y' ' 7~~
~~) N.,7,Ng9 &~~
s.
~~A,, "-l g ]. dlK., g 4~~
~~6-e .c ".s. , s.. ,. 5 ,,, e,ej ' t. ,,.f. e e >m ?j,o,n, l *;,,'. f, i y N . g; <. 3(. /cl V c. .l 6;.- <t,~~
7
~~g n!~~
'I ra... U wl"..u'. t -. 4 /_i x'. :' w n t,- $..<, ^. sil,.. s g e i :, r, y yl :. e,N us o.., ..[.- .s 1.. J .s., c 'u 3.; I ' . k !,.. ;.f,;.: l, ... s' e U "~ l*l I I l t <{ n,i,.'t,k [l ~. ; '.l'} ). 'N l J-j N$.,:,'.{,\\j h Om p ..... j s, .e n u,i s .;- e I s 9 c m ;.q -:...
~~m., :,,v A.3 si.. i ;- }. i.:.\\ N~~
. r.. (.e ; ~~ d.n,.:. v. . r ;,) .;.*,. n ec, v e ~ r,.. o n .: i'},,1,g'1 p ; A r.,..j y *J. n, ;K.n l;>.- s 1 ? ,;x 4 O, f, N.. u r .. '.", 1. i e.. '1 ej ' - ( s,.. J n. s' w g 2.i s s n t g e '** ' (. s) ' I* h g. I p I i 6) }, e ,,,j ij i -l 6 l {,[- ...--e -r,g - .e >.c l l ooo.u c) o N f,- u. .c, g3 oe cr m i.e 42 D oD"g'}> 'c h' 'N'il v 'O N '3 F
~~1 m4 N~~
~~Y v w; ..,} s.s el 1~~
(
v-v.: "' o c c . ) l r.* " .J 2 3-l 7 *, i. 1 ti .c u cm O
I 4 ( ~N uu (. j 's n.. e4 ,e <> i.s - O (.* O ~ H,g J O J H us
~~C ca o~~
~~=v f.r-e m.. - 'i et,3 e. E O O ri 2 es e,. gt, ft. <r t O s Z re " oe.o D o9 O ~2 O t.#,. g ,, r O .. E f3 30 i l w~~
=
~~nJ j g l-r= G 4-e.*j~~
~~h th f's j b % b 2~~
Y M M f h $. s, M.i:w.pJ O 'a a o e r, "O C.. !E E fi. f i.. 6 ?Q c, lc \\nl 40 ,%, !',. 0 .G Lo iv.'. o x ".: -.;f.~}% .t w o* *%% -= ~. n -. = v Q-s i eq C.4 g ' *> (J J tu a o x 9: . ( e.za Q (D O 0-s ' en
~~t iu~~
~~(. "..'.}~~
~~o. N e+ 9 LLI J~~
~~~ .. ses' L. e m y g g~~
9
~~!M 3 U u %.ss _3 e 7 U "'): > -c "i 8 i .:.s~~
~~a. 4...i Lg.,,,~~
~~s .t... ,.:.s.~~
!s.

e...,
~~N nl W ' n w m d U"g e k' '3I' m .3 t ,elN R. ]l a~~
~~Es i~~
'a 1N M ~ t 'i 4 7'T 'y'd -),4 "j 4: :! - > : - l . i ' it- .1 ,q p. e. f ;, y-li :D 1 c " 'i.( i ~- >- ^ a e n m C; ..l; r' , e' ','.f,> .'.tD(' :, :,
11. )
.. ! *,i.'/
~~' l p e v n~ 1-i T.. e U ~3, H~~
~~3 gl' W c,.~~
~~.)j, r,1;#~~
~~n..~~
!'l '; 3.. t o (d 3 = ,' 'G.' ' '- ,.. ),ef]t M g Q, -s i: 1 I-t,. I i o u. r T-I- i + .r s .s -s .!N m J. 7 f^ - g.* l-- t2 5 4q-f%. :.' m .s 4 t} - q- ~1 W. I, g.s d .d ~ . 7 4r* <v3 ' f- ,w Q, (^.J ..t e,.m it .1 q.2g ; ; ey u -l e. s-u -W~ i .c ... n
i..i'

<*. N q., c.,.:.. s,.::. ;1 ': -

J
~~= u .II.;p! s ' .n ,. w r: E2 nel d.~..' y 7 ne. v,':3, ' ;. t t '". u~~
s
~~, v. k .,',s. ..~~
~~8 7*[.~~
~~.1 ') ttJ O sis \\, *[ y i.;, >g, - s;*ie . t v i," so 'r ] q:.lD 9 i _ } __ l._.l _._ _.._l,4...' i ',} j,: _ I.c 3(. e.~~
s
~~() (L s \\. ._ m ..l _ I-. I _. L l .( }N, if. :.' ./j %-h O .D. N j J ,,.x~~
c y e

s I-
?
.:; < > '.' s e j ,.. ',,.; pl. r.N. 7 p%,t ^,,, ' . d Q i,. i d,' . ;j s'. ; y :. el. - i j..3 :.p' D.t 4[n jo -1 l W',) 0 i; d " ),,. e,.- O -} E. O !.!c t:. * *:l's j.i J - ,i i 4 U w 1n ',j.] y ',l,.,. aP. g.;..'..J e d. ;... ', ;f 3.;M ; Y n,s r,1 '., .-J r*,, j s',,, I ' l,,* s* q*- ca ,, g,_., Q,.. y ',.,*,,g , g H y ' LH ;., t,, t.. g .t J s. .t 2 .s .s. h-n -m \\ ) ( I d s.s .c s g\\, ) (* ** f(
~~18 13 O~~
~~A Q' f Q[, g' Pa) Ng (.~~
~~s. f b~~
.l 0 'q -\\ n q g .) 2 .cd c -\\ )
4 0 e w 3 -x w /e x [ s' e, -. i {
~~1 o as y~~
~~n 39 (*t ul a e ,e E.e. s. o 8 =* ee P4 (%} .o 2., ~ ~ N h ~. 4~~
* ?

J O
~~2 ] O 'O J~~
m
.
~~E 4 m co .= _st~~

~~a c'~~
~~e I'" as a '4 g3 s g.. ;,~~
[1
~~~~ ._2 o e.. gas ?. x - w a x. N o ~ .rs e ,y .o o O n. I 0 2~~
_=
~.- 7,o 2 a e. = U a. - E c. n A N. ~ 7.' I e 4 O M a ~. :' 2 = = a a E E s D 0 9" o J ? 3 2 E O ,o ~ c * * "- 0 (*). Z ua 8* o ~E V M,, E o, ..~ i h=== C t 6 v i pl s @h's-%.q.,.. 8 .!, I J-D, z y ?.%. % @e?.p& c <u. = i 4@.ek,%. .g,s, h, %;N * +1 fi gs cd Q (~;s 3 e a= O;. o. n,< o-- ~ L. ;t m i i e. s
~~w. rs t-~~
~~+ ,. Q. s %. n - Me e et 6; f,,, ll e (,) .5: .tt,-- K s.i.A.,. -t w f., s Migre s = v 1 ~ , ~.. ) ,e+ w w ( V 4 Q o.e. g O O. I4 QJ o ~ x @s m i~ -l W 7 3 W ": h f ;,. *t' t., ~- f= /. m o g~~
~~n. g Lt)~~
~~UI U - U 3 = m Qlh b I' .[* l !S 2. " y H.ji? $ h;9%M y; sM, Fl.3! W.'M \\ 6 i N \\~~
~~a. -~~
~~e 'I . 4 't. - D, .- 5 p r. f. i: *I.' *r, q.?a nl '- V~~
~~...- l ',4 4~~
~ n: . t: . 'f. ., r3 ,p, c.$ ' M, V l t.;
')
~~1 O s7' ' i..' b. X,' n g",s.y 4 o,,, .e ' is <Q, U h Gd . ' d '. ' g < 9 's ( {['1t 'ip i:' U %../ ei I m sw3 L..I o ,s g/ 1 .-[I. rj u. 3 .,,l7.s, , s, i 1,~ 1 <s- .h.n .A ~ z~~
~~c..r J M.t, %,.'.~, dl, "..,,~~
~~a p J ;., s l m %g 5 g 9 y,b r; n.- .c.,.., y. c g' - e m~~
~~s.,._.~~
~~.. c a.) r .d g kl,M:'.,.c9 t.?e..l y s .-'ps q. -i. - 4 .N.,.:l.:.'4 I cs .c . j,,s s J,.. s'-.,3. 8 5 iz re.x-s. m s .a .. t -: ' 'e. 5,. U ;' d~~
~~N ~l' e:..~~
~~n * :' n j. .- w .N.. _~~
.y.i B b
)
~~u Ef.k.7,'; h I. '.N 'd Ii 't,I o. u~~
~~v..i._~~
I... _1 l <,h -., g. i k.:l.,!. 'd. - si. i ..s : .,,ds.- t,.j :. ... a..... r o O :. l ' '-l!1.P .1 d, s, e- ,...]. a. .~1 Y.. t n,. f.r'. 9a ~ ?.N R :. Y,". &, l .j.5,. :. s.0. < n: y o ..a,.,. .e... e. ',l;.m.:,?. r,:" - ?, i l.b 6 a J-3 '. y.4.i ; . ). l.~. 4,: u 4. m, u e c.~l.. ...6,l" us m A. s.9, a, n .q,.. '
~~:-.4 a~~
.1 m o-t .,.e, -r ~, y. U '.', + n !:. l._ {r -l .. f. 3,,; j p \\ n g ps o u,; i. ( g ., i., Il. t ' .3 m .w - c. .( - j', d. LJ I n at f*7 s .a 8 tal (l' \\ &,x Q ~I lg g vl. m + .. c.. I,I - e. e ase.se' .em eu .eeime e eee .m eem
o) s /", \\s \\/ (,x) ) a m ~ ^ F h. .n. e 9-
~~o. n. c o....~~~
. n.- -..-e;e - O.asd to. e c p ,, m - - -- m= wsmituui m ,OVV !:n CO!...,OR A t lO.4 c-> M. u,.-..... -iadA P w r g CRYSTAL RIVER tl O. 3 g CUALITY CC:: TROL CiiECK LIST. GR NUCLEAR SERV!CE AND DECAY HEAT Ut!DERGROUttD PlPit!G lt:5TALLATl0ti M = W 43" COtlCRETE PIPE 11- )
~~5. la B.~~
~~5.11 C., l 6.: 6.3 6.5 6.7 4.8 6.9 6. 10 9. 6. 10 C. PARA 9APMS t~~
~~iE l~~
O;t4T JOINT FITUP PIPE EXTEa

OR INTERIOR 207:t A/Ill TO
,,,, ;_ l ' I UEDING '.' PREPARAT!0t; A* iG::** ENT COr;DITIC:4 jot 4T MOR T AR JO(NT t.ORTAR ! $PamOLINE P ' E C E N 3. IBX<20-L f L;',.':Gn, 'J.s?A..?s 715 % I l -n. -n ' t s %-n 8 -7 2 < > v i llg;;z=,-71i_ se/A1 i i Fw.=r, ".m.., ,3 ,,,a, I i i zi, ~s i 7......._..; W --,t >.- g Q :.j - N L i - I } (}_f 'l
~~kl ' J I~~
i l I I i I I i 1 1 _.I l i i i [ t i i i I i l 1 I I. I + I I i l T I I i l i-i I .t
m. 3::, k ICL.J. *lp' ' 1 1., r... ...,,... U;..,:::: ): g:... . d.-.. :r. :....=.
~~2.h.:.... L-10~~
[\\ _ _ _ _Di L.; 7/14/72 "tc.t i C ::.'r Mc? tr.' l'o. JAJ-W32 Field Chan'e :o. 1 D.A. OLIVER 1/1,0,d,3 Or i gir.at on-Uutc Pa:ason far 08:ma: Extremo dif ficulty is being encountered in compacting Zone III fill in the confined spacc bet'.tcon the Auxiliary Building and 'the alongsido 4d" cant iron pipo running scuth fron the ancher block at the north end. Descriorion of Method: Dachfill requirements of paragraphs 5.18 C,D,E and F are changed for the space confined by the Auxiliary Building foundation, l Auxiliary Building fcundation overhang and the 43" cast iron nuclear services intcho pipi'ng alongside the Auxiliary Building. 1-In this confined space, sand shall be sluiced in from the pipc's spring lino up to the bottom of the building 1rhang. jand shall be used outside the confined space where it is ,% :ticable to compact Zone III fill. 4 o 4 Constr,;ctien Supervisor M/ - W /8 M M Concurrento: ([) gl fu,, M -(). s b, fPC Quality Engineer / M C,.. /;.-c-v./e/ i/~ i , ly,,,,l l /./; s -f)// 1:otificn tirn: f . / ',', /.;- i-Q.C. Dept. Representative .A v w< ( .i Yl/QhDept. A.>&l~_jhecz. f/o/~) Cox.i.a n t.s : (~' r.T...,.. F]} dl&y/nL,... V. r.. i i! "Ww ng, . a: l \\ 'M': Uv.oivo ' ~' L i 1:
e 7,s ,e,.se ,.g -gu -e, e truci.icn h'ocedure !!o. JAJ-W52 Datn 7/14/72 '.t i. ' Field Change ilo. 2 n.A. oLIvra Origi;u. ce Date Reason for Chanca: Hydrostatic tests of the Nuclear Scrvice and Decay Heat Sea Water Underground Piping will be performed by the Florida j Pouer Corp. Test Group and results recorded on FPC forms. l C::sce istion of ISthod: i The leak test requirement (section 5.14) and associated quality control reports (section 5.20 and the " Leak Test" column of Form No. JAJ-131, Exhibit 3) arc deleted from JAJ-W52. i '!\\ Ncon:truction supervisor GGh('8de,St- /-N 3 k.h$.? /6 /w 3 C ii y Enginacr & c~. i y C b>L.Ceproscr.tati':e ___/ f 7! ~- G i/QA Ucpt. hb 8.m l_r/.y? / Co rman ts : .r m D"* D 'k Y wf b d h'}([,kji\\[i.k ' ' ' I 1 "~" oo Fts:.L ib. t} 1. G 3 lue-G,,1 * ~ :' - e.-,y4 w e+ e g-y-+ .GF'7 p pi -e-i-. .e ei-v, --p a >w%s wi. m-4,% -+m -.,,-c.-s s
II' '.l :.:: ' i it l ' I '.', '. ', t,; t - .. ! 'l i" i i e'- /~ ~ 7/I 4/'/ 2 J A'1 -1l5 '~' Date mr.truction l'rocedure ilo. ,s., (' 3 T. Me,*. ) ] i n t'o r rebruar. 4,,_1973 field Change !!o. Origin: tor Date Iteson for Chance: To define "vlsually apparent cracks" as stated in pcrap,raph 6.7. "cference: 1.ctter from Loch Joint l'ip e, Interpace Cerporation, dated January 25, 1973. Description of Method: Minor or " hairline" cracks need not be reported, as this condition is considered normal by the raanufacturer. ~.. /' ?X 7 [N 7S Construction Supervisor b [ C / Fi Q lity Engineer .[e A.~/-[f
~~g. 7sp d~~
/ !!0tification: ./ Q.C. Dept. Representative po-g'. h2 7 U 1/QA Dept. y r Comments: ,e ' 1". : i ();[f G () l'l. :... I ~ form ;!a. Q-050 June 6, 19'i2
1, 6 _... f i: i.. 1 os truction Piocellure 1.o. . w -[.T 2 i, 7/u/72 f 4 J.R.I rund con 2 /P/'/3 I Field l Change !!o. Ori gi s.:.to r Date 1 Reason for Change: [ r I f The 1;colubo lubrication requirement of section 7.1.2 of I'PC-W48 docc not l apply for 'ir.stallation of the nuclear service and decay heat j I j see water underg,round pipino. 1 J. L i 1 Description of ethod: 1 Add to Section 5.12 B: Neolube lubrication shall not he required. l } t f l \\ t 1 - Approved: ) 2/2/73 8/
~~7 1-FPC Construction Supervisor 4~~
Concurrence: g/ / / 2/2/73 FPC Quality Engineer <7/ 6/%d7 )( [ [// 2/2/73 i llotification: Q.C. Ocpt. Representative f,,/ I. I I i da,/ j[3 2/2/73 1/QA Dept. I l / i g 1 l Co:r.nentr. : i i j i ~[Tl@ e D 1 0 D l' ..Mohl h L fo , )l'd EI'2 ! W '"" Fora.I'o, 'Q-050 June 6, 1972-4 D. , eM ee. .e F ' rw 7e - e -r-t WT -r--*- e - - s w e-a s w - emes-w.<w*- - .-------w---t-- e--- '<e- -e+ r=gr,- =.++-+ree, m %,--w,e -T-+-- te--- - - ~ ~ + + c - eee-~e-- --.ew-e n
^,nstruction Procedure I.v. JAJ-WE L n[ 7/;:/72 ^ ic1d Change 1:o. 5 P._shor*: 2/14/73 Originaur Date ( cceson for Change: of the 48" Testing will not be required for the first joint (inzake end) Cact-Iron Intake Pipe (Nuclear Service and Decay Ec:.t Sea Water Piping) since this joint will be completely encased in concrete. ~ Description of Pethod: Add to section 5.14: No leak test is required for the first joint i at the intake end for both lines of pipe. These twc joints will be completely encased in concrete. 2/14/73 , /r., pq Construction Supervisor f/[ -/ / \\ '/.. GMGc/< # *4 d-h 2/14/73 .~ Concurrence: TPC Quality Engineer ,,4 2/14/73 l{otification: k// es 2. Q.C. Dept. Representative g 3,j;, 'k \\ 2/14/73 )%. " AEA( Review: GAI/QA Dept. Co:rments: I ,e D* 3 "I i L J o 4 c .s m Nd %R4" DOP.i!WNT CONTROL a
~~c.. c.~~
.ea. g,,....,! .e ,c,.. 7/11/73 Date rcrvie nnLibr:.ty 'Innt 2__ _ ( f;o.lt :M_. f r cucim r __ef r /;L 1._ _ Co:structi: n Pccced>trePrceec'ure T nni cJ)nipju Da Le s Pininn,T....n.. f cc..g p e r Uciginnor G O(p.:d ',t.94__W>4!!'ESSou". Ti tl e.-:n % r rin9 ~ of steel wed9e ..J. Field Cnu a v. A. iremento add ucidincJ recIttce Dwg. D 4-390 Re Interpa ?.._e a_s__o.n_For Ch_a.n._n._e : to attach Sco Finni1MFNT 'NTR i f ) Mfg. Dwg. D 4-390 he fillet wMd around tfor the with inches. accordance d in of Method _:weldingwold to be exccot a 1/4" and o be the dcra circumtiorence, welding sequence tUce qu Desci intion wold. / for thicassure the The en D 4-390 cedure in.spected tofillet and that chem ding pro the ( a qualified welvicu ally as a 0-009 1/4 inch be Uc1d nhalla least on cra ks. reporte? the follow-c weld 2.s woldsara free 6:cminspe tion nd idonitified to will be c a ). weld ( Piece #G1 to #60
~~report, The inspection ing enar.plc Da tt~~
l.%'y,,

D D**D
$ )( h Signature ' N'.2' /- I.a e/ i. /'l ' ' "' ^'7 order shc.:n below: 6' ..,/ Route in Construction Supv. _Y / '. ~.. i, Y'/d 'N9 " i FPC Approval: GC Dept. Supv. ..[.. ' ).: , ' " I' r (1) s a / .c. 'T f 6tif ication: GAI/qA Representative (2) FPC f'pd ity Engineer (3) Rev i e,t: Concurrence: m.tra [ .m w. .s o m r u ien
~~M. FPC Q40 orr~~
'm N ys f "'p-,,
...-..L'........ , :.. r. ..r. . ; c g-"c,
~~s, e~~
~~.6-g.. l..,., -.,...s ..,. l 3, / s,.,.. l p' ~ f' ~..,' ' h)~~
~~.=7 e,. ; }~~
~~=g.e ...r3 .<r i ....7.*,.g*...-(s... .t - :s e, ;- :: s~~
r' <, y.

m s. t.s ~
~~.......s .._t.._............_..~.._ l l s e,' .....-...~......~~
~~.. t. L,./ i.~~
~~-"- v ' :. c. - -- ' - - ,u, L.(;i..... Q. - r s,. ~ '..,) \\ d-1,~~
~~e..~~
~~. i ' i !. -- ----.-.~. _ -. - - ~..., o j ~ ,' d s ,'- ' ----- u..J. !g,- t, g,> * " 6- .?: j a p. : i t-: (2 o . '. p9c.,.- 1 .ii *. t '.. el~~
~~e. ;s e~~
~~[.'..., ,? u b',. r p. s ] c: s cu.., 3 :"- -~~~

~~i, *.,.~~
~~. p ti. ,~ .e I tr. c-~~
=
~~td f.' ' H. a ~ {l c): g;, w g,. ,. f.7, .--t e-O. g .s.~~
~~t. f q~~
~~. D* t..!. t >- o 1 U~~
~~s. s o~~
~~g /.*.. 3 e .... m es. b. l. 4. b. . J. ,/.. ...*J. '. *. i.',J.!.... a -.-: ::.: 9-u, - O D' '.c,.~~
~~e o~~
~~s /.- p l.....,,.c. . c. 0:.o c: ..,.p O e.4c.,, - ;., s, 1 . *. ~,..... a. p..,., c:, o u y. ni n, 9 V.. p-J p.,, O 6- ,n-1 4... '. s. 5 r ". i/ U. f'~~
~~d 3,~~
~~t,, j w e i: L1 .s. ~ < i to if.l,. o h ,.. I 'Jh. **... a l'- (r o n... tc tu ..C'l* .l.,'.. f.~~!N ....'D.,c., y. g O PJ C M O .c) ( ..;- i ,..,q.~~
~~3 l':~~
s.,. m' 6,. wcn _. c. ; . ' 'l/,. W:l.... :.J.)._ _.,'M,. a t u. a @t: W ' cc... ( = a D I . t.,..:y;,p.. - . c. - %~ (- s U, m, o. -./ ;..... a.s V- ..s._ i ,,)=.. tu, g ( ( a., - ( /'. c- ~...... E ' (.. ! ' 'N f; g}3 a
~~g G"~~
~~..I. ~ :/, ~.- '- y f---- p.s,j D.f a 0; {' am I '.... ] g,M.,. 1,.3, j.- e. !./,. o; ,, cc ,!,,J.. :,.: 1 .i < ti O .>..,.I .t! ,-.24.'. L ~.f 4,: a e c1., ts c, t to. ; N '% ) l - .14 N~~
~~.~t--~~
~~ui 1 4;- ) .I, : i O l- ;.. l. .. if.Y;~~
~~r.,.{~~
~~,,NM... '.... .t. l n. ,,i, p; o. g., v. . e. r 3~~
~~e.., c.,..~~
~~. n...-~~
l. n.

3
.., p. e.... m t p., ..sy o t. i ..(.. c,. tu o, - ,j. f- .c g- ...3,...-..,..,...-... p. .. h.c....," " '.;g:v).- S{ g. W .l y, J.. '.N j, +. O l .a. k.-. w L z ri , _., ~ .n J J.'...,. . / *. ;g m. p. o .' tj g'J l .i ..o '- [ a g~ !..;c ~1l j3 a .r*l . t. S.,..., ,w.. w.
~~u..~~
~~4r.s 1.- .v.... *...,.....n s ..c,.I ./ - A.- . -e :... :.. t.. _ s.u.._{. g N. e %.J. i a s r. : .s s5 1 a w~~
m
~~,,/ -m a .u. / lu: & ~.'..I s E'ai G v Q 4 i .w: y~~
~~.t..~~
~~m s y Qw tY.f iTi ' y ..h.. y N,,, y, m;) ' ' .( k 4*.., c l OI ,6 O . o . [...,. 3, l.. ;. !.. Ol Q,-.~~
)
~~r?) }-.. i .f *.). .t?. (g .d, j g s, O .g..~~
~~.. p;a.. ~.. n l n..~~
~~g;i =., e .s. r-{6) 3 o s up q/.. -~~
~~a. :. g c~~
~~y m '.; W i.. - '.: f.I f-i c.;, ;' a - r. fr W I fg . r.., * 'i l O,. j O. O h,' (t~~
~~-) - -~~
~~'f. .- "(. .l( 'n. ' u F-n r 2, a o f.5.g. t;. > sn n ,i O.." D.: o o.,.. (. j,,.,..(p p (.1 ,.-0x., .i -q o, ,' c-i '. u ,, <. /~~
~~s.,s.~~
O.... i \\ ... o ..,....,.l.. ). , e o..'.- j O o ss f,, N. t,, .r. i 6-c :) :. t- . lI .si O... i,s r.f. i t. .'.. I. 1-(, O i, c ) ( 3,....'.. .t s.i s i. t. .,; l,.. II. **c g 'C (3 i o ..s .l ' i i i,s w.. it egl.,, A.,e ;,.. --e4 u' }A .!., e., t. i s-' a w\\ \\ p.q. a,.1,. t,..'i
r

i. ' C t
m
~~<,. m... -~~
~~p, y m e o m~~
~~m. m- :~~
~~t.. o .s p;~~
i

t.,
~~c.; ,/ v () O [.; ig.! ~ ' n, ', j f' l c. l ':' D, ; * * 'i ' ';k[. 4'] ; l , ' ' - *., -,.Q; l', { t.~ m I l .n i.... J~~
~~t. a.~~
~~a 4 g j U, '., (~~
~~I t l}~~
~~r * '.'....'.i*.'.' '.,'s. t I O ..g.,, [,3 3~~
~~J f~~
8.;. y p. ',..f. y h., Clj a a 01' s 0 T f U i J - u
o D*"D DD'%6 o d.d E FICLD CHA! GE TO CO:'STRUCTIC:! PRCCEDU.'E' j ju fm G) i 4z Dht ~ Construction Procedure flo. JAJ-H52 Jul y 14 1972 I Title Work Prncedure - Installation of f!ucichr Service and Pecay Heat Sea Field Change fio. 7 J. R. Amundson 10/5/73 Originator Date Reason For Chan:c: s Void' Field Change #6 to Procedure JAJ '.152, and w ite Field Change #7; to have the welding of the wedge ring to bell ring meet the vendors ~ approved welding requirements. ~ t J. ~ d + l f l t 1,,- 6 .'I l I n j j s Description of Method: i ! (' ' [' . Ueld the wedge ring to ~the bell ring, to the requirements of Interpi. l l drawing D-4-390, using E-6010 Electrodes. R ',- Visually inspect the welds to assure the 1/4<, Fillet or Flush wcld is . free of crack. i l .. y , r. The welidng ' inspector will' report the results of all.seceptable we1< - j on a Q-009 inspection form. Example (Piece #61 to 60).. 1AWS recommended Amperage for: 1/8" rod 75 to 125 N4Ps ( k.k.r. [' .,.5/32 rod 110 to 170 N4Ps, r?.... {t([,.f .t' g j-g . Route in order shown below: j *gnaturf b (1) Approval : FPC Construction Supv. _/ h24#7 /4 t -(2) flotification: QC Dept. Supv. '.f / (j y,,p' ,n .m (3) Review: GAI/QA Representative ... d.~ N. * * 'b-T', ;.) FPCQualityEngineer97[ f61fN no.grf A), . J4) Concurrence: i (5) Distrubution: Document Control -l ]- ' Form flo. FPC Q-50
.s ..J M o.odallliO ---~ -~ Q-m ~ j' Laoic.biid Pipe knmyg ' 260 CHERRY HILL ROAD / PAHSIPPANY, tJE'.*/ JERSEY 07055 / 201335-1111 / TELEX: 136421 / CAGLE: INTERPACE i t l September 28, 1973 y I i l l i e 4 l I Florida Power Corporation l P. O. Do= 14042 i St. Pctersburg, Florida 33733 l I.ttention: Mr. J. Landers l
~~Subject:~~
Job No. CO-69-15 l 3 j Red Level, Florida l 1 j Gentlemen: i 1To have beer. requested by our lir. Burdell to com:nent on the welding method used at the seismic joint cod of the pipe. '1he sciscaic steel wedge ring may be velded with a fim:h weld rather I than a fillet veld as shown on the drawings provided that the veld f develops the full strength equrialent to a one-quarter inch fillet. 1 Very truly yours, / ?'s $W W i I liar
~~1. Ercuncr Froject Engineer UlB:Clas -~~
~~q,.. r i. m \\' I' e t' v s n v.. \\ va - v . n i"'l\\c. p)i i L \\ ). .s 1 l-1 I~~
~~.*f,~~
.g#' %j f.7. t *
l
~~r. t.,,,, g.g,;~~
~~e,.,. .,, i.j " j f., ',,7.,.* ,S '.i. 1 (. ,, ; '. s.J..' t.... v.' ,')(...,.,,.s t l .1 /. se 6 l, ....s,._. mi,,..u. .. _. r' 'm. m-D-4 ~'> r7 ...... s..... .....i.,.... n. ., n, wI c: ;~~
~~m,s. w c :.n. e..~~
~~..c... _..d_,,., - l \\ ,t l ]. :. f.._~ - - -;c:i.y c 5,.. a l r...., a y i- - c.~~
~~, r..~~
~~=._.~~
~~m..~~
~~p. :.. f,.~~
c. c.

. c, --- : J C O.U. - " b a n.T E.' E t.,
I
~~/. (, a 1 3 + e, d~~
~~g gs 4~~
~~/ g./ e . '. 1 '3 l' m -. r.L $ p;. gO 1 1q. v 1.. .D... .I Q~~
+
~~-. *.V.,.. o. 2.- i.. l-d 'l a g 5l~~
~~. pE J~~
~~e c--~~
')
y*,.2

: c. l...
~~v1 et. u i 0 19_Q..) '-Y. ...I,.'. *.*,.*}l f..~~
~~g.,~~
~~.. p (5 O ~2; 'f O +: o._,y /i S. .j t r (.. 3,n,.,\\,3..., .....?. e e.~~
~~t. L. ;~~
~~t,. .,D.. o.c.: c l ?. U .4 I 8 .,s, ' 1.; n-a ia a ._w~~
~~c., s. c u,-,~~
~~o.- o Q . c; .g ..I...aj{ ~. 3.,. ....g. , p-~~
~~y. g) 3 n-~~
-. 3 O.

. ll e g., u. !-
c.
5:
~~, u~~
~~,.8 D. . u g ... *,.t * -l. l'1 I U ? J O git /' * -.~~
~~J J E3.~~
~~,H dI ! j /.*. '* M g,; t_" I t" g,;3 I.. ,.,,.C. = 1.','. :. Q'~'. '.......S' '.i[ 6 '. '.,. ,w o I u e c: u e~~
~~5 S S,~~
~~'d 3 i' 1 4 E~~
~~h..-~~
~~l _3 o ~ o_ l .,.....t..v.. :.,...,. .. s., -. c-J, 1e w w l w .i. a. a w g is w c-c i :l. tl....9.s Y :.1. b '..~~
~~..T G8~~
~~%o b c .^ 2 p Z. s..t ( 4. - '.... 9.,. u....d;.o... n ,?~~
a., til sg /......; yl,.

r
~~~~, _, y~~
~~a :~~
> :~. tn \\ w t.g n e w .f... t ,s,,,- O a-3 -) . ~., f..- * ; l.. s* ,o,,. :~. ----4 a s s; > ,, % : L - l ;.l. i ;? : '..% ',%.;m 4 t .J u '5 D w q-15 g <;. * ..g'*"...'......- .g . N. e i. {y. T; y st f ,n w a sy c.. .~. .O.
~~;.t % h~~
~~.. \\. '= .: a .w %n.: xJ. m* .l :-~1 c =: v~~
3. w:

a.. m>
~~.y> -- 5[ f.( ' * .....l..t.. 1 c~~
~~[ [{, + '~~
...i NN. H. { l El t >I/[ "~.,.,'"N t., 1.9 /--- (t N,,-.- ....!.i. O l-p. T-m ) -1 /3 .da sy N) W.$:e. : JT~W. - fr 5 o a b t= =.. 1 m 8-n.w .. : s; n. ...., s.m...x..-e a g -1.,......w i s.. as i e-g 33 [- ..Vs s ,3 e f;. t z .-.,.q s.. ;g...m :.,.. o, g e.a.,. ie'- ; u. i 0 q.. ;<' g. 3... O_ O g,' / 4.s-
~~;,, {.:.',~~
.s,.;. ' '. *$; 21, L..i ,,) O s .G' L) l - r }*- - -J.f..[;/ ! N.., t,, ,) l p -. j ,. *_y ' -,,, '.s. - i s .. ; v g w ?:*- ! P I o ,i (. '.. al -- - t. 2 g../) * :,- -f [M '*-) l y ~ 1 a _) _ ' y-F- I 4 w q 'un g - ..l:.> '. v'. q~ . ;.,f,,., I c-l. 'g., . l 't" f. t \\. y y i h-C-t ; ? J .. $ '~' ) M Z 3* e. O 6 0 ,. (. . ;. l.... ' o l' l -p.O' J ..e. ,o
=
~~o. C. J l. L.. f.....- t,- l. . l :: }~~
~~,.. C.~~
~~_) u = o n (~s <2 .~~
di / *
~~~ u .t w > - f,.g 4'.".*,-.. uO o-l. I ew c.' 3 e 1 g G,- l b, T .j.. .. (. e. O La =a l. c. .l q. O.~~
~
~~L. o (; *.....1 tr-F.. .<. e 6 , ; ~%;..,..,,, w a.- ..t ~~ ,e m i c,-,o, o. t- ..., Cr-~~
~~.1 t~~
~~si.... ' * * (. 4. e.' ct-O- (9 e s.s ol 6,. e. s8,.. .- r i H ts O tu f v 1.:.J sO. 10 C"' O'> S~~
~~6-~~~
~~G O o ~ 13J t-I i* . c,,i l. s ' '. I L. - g. O ..O O. - (h .j. M.). 3, -=g D s. Q-Z O~~
~~i. c.~~
~~1- ..' ( .'..l.* .J ..C W .I" i. z~~
~~t. '~~
~~$-t N l-L ** (23 . C3... i;, O -. 1 s QI.~~
t.
,g 1.~ 'I.O t W CC a.f 8 -. w~U -n. rt- ,f'. / c.v e 4 ?t C w v. g W // taj (.T I W w ~.h.s .s s p- \\\\ S w. !,--)g W w .i o t 8 ? . u- . Oct. e..- O /;' .. C, '... \\ l ':w;....... o.1 ..i c.. eo c v. W N.". .,,e.-. .. u, </> s. _J r -. O ..e
~~%?.;..,g,i,,'. (~~
~~p*:. wg,.. g i.". l n. r ;; I",. l N i ____c<:__ >--[ --:.. -- -- Ps.s. (], f... ;,g,,d. =. -J~~
~~3 l~~
~~l 3: .; e 1 1 I,b._;i...b e e., 'g:: r. . o.l .6 o g c gj (..,..,.,,, 7 x. u) :, 3 -,,o .~ l~~
~~d i~~
r-- i -D"9 f._e.:)m]D 'O %@ e AL 2. UUfd cm
f t.D CiWnE TO CC.!.2L TIr : N TJr ~ i.l'.,. b j (; ^ ) construction Procedure flo. JAJ-U52 Date Jrly 14,1972 Title Uork Procedure - Installatibn of flulcear Service & Decay laat Sea Water Underground Pi,- [ ricld Change flo. 8 J. R. Ic,undson 10/18/73 Originator Date -Delete-Para 6.6 and last four sentences of para. 6.7 l Reason For Chance: Add: Pipe joint shall be sealed at a convmient tirr.e i following the 14anufacturers Drawing, 8 Ref. Drawings : D-3-682 SS-CO-69-15-7 & D-3-691 l D-4-390 (See Field Change 17) i l ~ I l \\, i t t } \\ 1 i i I i I.5t f)\\C " 1 I fi ,,Ng.1 cob-0000sh,..5+s .1 Route in order shown below: Signat ure 'Date b S de Lj_, _ /Mf '~ (1) Approval: l'PC Construetion Supv. ,,_,,, /# / 2'/,,__ (2) llotification: QC Dept. Supv. q,h., 'gz_ff(I,ce.gf..M- . -, N /,g. N/2.f_ i 7-i (3) Revl'ew: - gal /QA Reprcsentativc j f Q,i M$6 ip-l/ /M -/ s'.. Z.,i \\ 4 r (4 ) Concurrence: FPC Quality Enginecr_ gig,c, )(b). Dit,trultutien: Doe i.t.:"n t. Ctin t ra1 - I-I orra -1:a. - I'I'C, Q-50 e Rev. 5/4/73 D D "D f ~Q f , $] . lk o e Ju o o l --._w-., ,,.--,-,,.m,, -,---m.,., ~ -,-r, ,i,,,w.- -,,--w_%-.y -.----..r- .m. vw-c,
1 1 a_ 'e 1 I ' ' to
3,
~~f '~~
~~s1 I t. g. r. \\ *\\ tu o~~
~~.c n~~
~~.s to l '. I ' P,.< ~ K (, r.', W. lp. .. y.' #l 5 ') 8th~~
~~7.,~~
~~gr 3 ~' . n I. s.:gl,s~~
~~1.,~~
~~8 . *. 1; = e .3 a 5 i .j ..,i it - ss...o. O e {. 4.L eI 1.a a S e! si n.. o. I.. ! c~~
3

9..
~~n ., :..,. o,. ta c. l u ,, j *e r,' . :s ., 4 - ...'., M. d,, w p: 8 la t~~
.....,.

.. e ; w.
~~s s. c 5, c 3 ?;; s s. ,a w,,, s {> o g r, 'I*'1 - l s.,. o: 1 ~. 'j {' d* C' 6 . " ! $ '.l M c> - 8 .e t;.. m, .J o .g .te, U 6 a -i r4 . s.,~~
~~".i,,~~
~~,o 1 % <.'. t d ' y '\\ D. x, I *s 3 '.' {g I ~o ".'i .; *p-~~
~~3. s li.$~~
~~~, o. c3 =. - .. - r 2~~
~~t. o, u i.s~~
\\
~~d. *: -s a.~~
-a e. s, l e,, a, . n c,. v, s u e w N a 3 -i. ,-. -\\ ;.. o a,n c: 3 ; s r o a.., o e* ~.) --9 L e - a, O,.r l Su, f .. *s ,,,,J g) e e t. s Y.d. 4 I' s n.' $ u.,. sr s, .h 3 # f) .r,. '..,. ,2 w s
e
~~.. Ja *r o e) en 4 '- t L if , oo.soO' ,g , c,. '4 e f 4 3 *n.r w f, s. O C t -t =. d%, j\\ { h a g .w L. u .m.., ; \\ *;t. ) e 1~~
q.a ui.

.
~~o 4 r 2 "g [,,~~
[
\\m\\ , Sa 8 O a c .a . O J -== o ~---..s'< a.e :_ a . s s c ,.e s u I e#..rsk, m ~. , J..s ~ O, 3 y,. .s u 't 3 c ., w. n o e: o, .,., o e ~. e ow e a ,t e .., s. ..a-e < a, ~,. ...,.,......,V.-.... r.,- e.. e v%.;...........w. ~... -..y=.. G.)M ? J. D i G, /.1 o o j cs f.h:-O
~~s. '~~
~~'s! 2 w "a i ~l -,l v. F, i .M d Sid H M. I.'? H 8 j i l E e. .{ f f.; ~.~~
~~j., N I'% -~~
~~<' e - l z '~~~
(
~~a a s 1 e., ]. .e 2_ -* ' g, /'"'"~. ; C,e.,, a d 2g 0 O. t,J. -_,~. ~- - I.. .\\ o ..... -l, i x: ., m,, 8 j o ~ .I, :. c. s n z~~
~~1 e s.~~
'e
~~_, i ?.. x~~
~~-"o 0.,, i 2~~
~~.... s '-~~
~~i J.':. 2 U L) N B ?o;y } 1 N.s N. (.,.. 2 2- - \\ -eu .z 4 g~~
d
~~- A -- ( r.e s > .g y I c w g.a ..N~~
=
~~r i . g. ' .s" 0 .,c( * - ' -=. I j. o s .,m,* [ s-e i u 1;~~
.t
~~.4 r ---'. H r, j. o ~ ;' oo.o ...,V . r t l, j } u~~
~~o h, l~~
t ~.: p.. - i i' a I c' .,, i {*
~~l.., d'..~~
~~. t W. 4. ... _.] o;u o o 2s 3 ;,, ? a,e .u, no . e. -: n g a+V :..~&: ;. e,..e m m =. .s o w s n , s, v..... s =l ass .,p r-o, e. ,,, z :; ,w.. o i~~
~~n. e '. g "e, - a I r,~~
~~= s.. i r. ... Ni t i_L,- " ::, v j N:i x*- X -3 L (;. v, a - u'8 g e 2 - r-x E }i a n.i,o - w r, N., c - o.' s~~
~~4 l.~~
r s o 0 $l ,2, 3 e y 1'., m. 6 %.* v,e--{ - l ** h*4 r,g E ht i ) u o y 44, O g de,9 y d g -] w g f) s t. oo. n ,i 3. l. e-g ,,) o w y_ o o s,..,, n o u i c.: i l. l-it.. ,c *'s. / f. 4 2 s. at s 4 '8.3 J, e e ,g .~ .l 9 4-I' "i J 4. y '.*g* .s l q g 'g.
[:
~~[, i.', 1 s '~~
~~i.,,, y * -~~
~~. i, . j. v . e.. ~ .e.~~
~~- u~~
[]} }. ; ; ? ?' ~ [ ~-- i D h hu -- D q %g gi;/v[jt i y j... U w
'e N.,.-. _, a., h, s...,,.
g
~~__, _ 2. E ..1. t*/+. 1N t - ...g.'...-=,s l g,I.[, I tv.=,,.,,.. -. -. .., g . re l ^ i' C Aset ta . ~ _ -,.. s .{ 4 4..l_.._.,, '..}..d+ e,g. {.... =~,~~
~~.*6J (43 et L s't E~~
. TMs 1,(ta 'y m#.# 4 v.4* A G (,4.V I I,,,_,_,,,,,,, f ,4. A63 Lt %'. j,f g ; j isst as ( Ar s;w 'g. n L i edGAIAla PL4CCD A.. l l f* AFTCS .I I n.,, e... ,ls i,.. c l 64 l ' e ^- t. N a $!{ f s...ci.
~~5MG i-~~
~~,.it OCLL 3 -5 t. 's I FrC LO *tLO CDT Cla(* 38 -.c, ress.tt c.=euvrter=r,st ..ar uts aci~rce:r c e~~
~~v-1 i~~
~~4 m sf6 cst 43 a4c ,..f.; g. ,i, I l~~
~~1..~~
~~1 i 'i'< I ....'. 1. ;, ;;.. _..,\\ ~ } p ~ .b j }.c.: co ns t,.ovc"3 /w'. c C 3 AT ; I i -- f~~
n

h. U -
~~0, 0,- l- l-- $ O J 4 .c. - 5~~
-)
~~'~~"~~ ~ ~~' * ' - l :.. y h. r.'!,.1 ~* - T'% .. Ye /,e M,': ,,[ : ~n ,s7 -~~
~~s..~~
~~. R-r .s t. CGdt 5 i [~-.--d-=L-gd-U *@- ~ a t f \\ 0 / V..w.b.i, m,/ e W s - ' a j. g 3 \\ f f#' ' l 'yh \\~~
~~T \\~~
~~8 I~~
~~a g.~~
~~c Cite =CCR / (s[#/ b, j., '-SittL l g/g~~
~~Y4 %* L"4C b~~
~~l e~~
~~A d /g l~~
~~Af f(R sw$f at A A16CN l* p', [ *f63tt;.th?( t t 3 J0'4r u?RTAR PLAC(O f [y / I '../.e j APenovto .\\. te 001 a'*G Clttse .A[4 t*.~~
~
~~Git DERT ACGCCl/T CS. er:C-l I Sitts ( N; g i q.;,' 6 N ThC SAmtf Cat t.( D -i f.e F ( f t t ft A' VJ. E. M E e. v'. ,,. }f l GAGE t~~
)
~~.y t- . gens. - {'.~' M' L,T-N.f.' a' 'e,1 fit e G.at,at,4417e re a uc.i u n ~v MAR S 1973 s ~ t~~
~~2-r f' - - 2,/.. "',"~~
J') C 00 ~~.wo'nce i, aL'!3,r;e...a '= . :. h ie- *f LD 'et ~ + us. c'r ser.&gr 9 ~ 2 tSt vr se,, ac .co ,r <c.o aice> n. i ' a cu. stect ct v~% < t stma s.r av..=: ,'"~,3'*" + n r r~c J: t aa -c oreta u:: wt e - < c,.c g ( t. * *:ae s -e 2, t -:s.,cr., s.w Y a tcom.: e.C( Nf hallCNS # +1084eca wt eco aa ~f s.r r-t 5 e Q e 6 " I, -
~~4 a i.e icsr o attSsNO ASC s~~
f'
ao....

.,
e x. a gw ...v e,o ^ in f d( e( Cast is kJ.r u.0f D.w <ss ~v. ~a auc:.tn a w rtotter n v oc e -t , s. ~ UU.'. IJ"i'1.5.G.s f at cr,(;3tg CA*At t af t,J O. at a f CGr f - ci s m as e~a ci s maw.ao c< stasca s er tier.=cs. -'uGRIDS o F r9. C0rP-y j(*
~~, 7 jJ~~
@t s(:0 iJLrh33 cg a oci o TO e L.f r ic.t uf-so a o tt 2 CRYSTAL RIVER PLtdiT Ui:IT 3 g 4 .. * + t. 4.s st cr-cr sr.cor t r s e. m wa s.. r wa aos = acc s o 6 c uc.m,,- s-C A st *L S i.., m i. ~.m g c= @ t 'T
~~n. c.~~
6 w' i l"' .. a " "^ ='I'"b~1 rsg um,..A c ~ i n-? o e. f~9'-5) t. u.,... c.r v t ** 6 i m as.. : l a N ~ ^' wg-pM b O .,,,,., O. O i.
ly) om%h'y,- i 'A A >y a I 3 4, - .,..s s., ,.3 :.;.,..,,.,,j.,..., j, e t. :,. p, * ;, f,.;..,, ;,,, a ..., ~ ,.. _.,.... ~..... ....+.. s.,...,; s .. I u.,,...
~~m..m,~~
~~- - ~- Il n.1;WS E O c S.5 - CO-G9 7 ,= .. ~.. -, s:: m :.u. .n..r.-.n ;.y ,.qt..q... -., .... ~ .u.-.. . !,, s,. :. l~~
u...u} ui a.u

.z;/. ?/.j m.W lt,.7,;..,jm
{ l c.u c y 7 $ = '5 ,o. \\a I . u.'.i N la i.j p..d[/V{,. M Q ,> y. .3 i't" a r - - - .e W4 = 1 v cc. c> c,- a ('O 0a .n-9 N .s f d .J CO Q n A:' W.-.s 'e ':* i l 6, V y, D' O, i.; .n. g-s N-n- i o -r x3Og.i i), O s' .~3 }, , il 1 c y Ld 6qdW 6t [!. O r a I in g<; "~~~~~~~f.y l f fs b 6 b, 4 g. .i </. o % @%. us to. L,: .b.l 1 . gj < T b ~' i O ,4 s g z,, <r ~3 2 4 l y 1.i. l'. '.- c: s> C Y 2b 2 3 k l o g + >- c -s ,,'s$ h j h b b i. o- .o c. t.. .b i o s: 9 -n-s'.S :.: q< < ' 6.'.'. b:' j f.;g' l l -#T Z UN '/. y) 4 a un u E v.~ c i B3 G.* u ..:.. J.. ! .. I am a
~~t c,~~
~
-) o u c t c y ge' u. i d c, j q y c.p.7 N s,.a f. i.t.cdd...__,i $1 m 5 i t u .. n ;- .e..e.. . s ' s.,.c.l3, 4..,, a.. v ~ 3 v. e' 1 %,l N : w-[. %,.=, a,..,d, .n . i.:. .// o -[m.w.e 4. ce e a .n. - a e ~o m,, ,--.--.t c#. w.e. w_. +. a . c y :. -Tqr a 2 e ?!n.o, 's 'd W u a wew
~~g.,., s.~~
~~6- . v.:3 ,;.~ .s v>..m.9 ,a O c-c......y.. '. ; J..:,. -@p. ..3 . n_.. i: n s' a c: so u u, y o c M %a. i~*>~~
~~c. V c.s. y s%~~
~~O a, 7-ct. t -> s J La Ji )~c t,, e..s *nsc o e. --- u u 1. s.; so o r (.9. f.: M l i. c.) 5-- u-'A a >\\: ?(.%.. i.l.* g,.-. ll,..~~
~~l.f.j... )~~
~~~ t.._0.cr ..... t.,-l ' -;* _Z.O.: s.~ C. sis t s. e != t) t o ry. c; s C 7* w .3 j5 o.. 9 vt g> D.e o ~~~
1. y

t., a
~~' C-w f 3 D~~
~~. 3~~
~~'3 V~~
l,
~~4,,. t,. l' $ s j -Q O v .."D '.ges*.~~
~~a. 9. v.~~
~~O ; u) 5.1. - g c~~
. c! y s :. ( {. *i 4 o6 _a y s D. .e-n_ c-. L3 tu n s ,.3 . t *..?,I.,... ** WV'. f qy u. 3 ... - Q,.,! f,., g c, C3 4 O.i" a c c,,, m. F. y 6 cs $o 5.. e. v8 og me. u. ~t. r u!,,. i;.. - @[#/j. a ~ a i -e.y .a ee C-1- O Q v-v>
if
~~.O (:3 5 ua~~
~~- q) l}~~
~~.,n.....: ., i.< 1 k. l :, r 'A 6u Y c q j s'.) o, ,.,. ', c.',,. f. e. >.2.L - s.i o" O ,<- c ca .o cy ~ n w g~~
,4
~~. (a,..%j.'.. C" ,,,,c.',,)" )s 6' %I ,O - O v3 } .M /r 'p'.' O, . F.. i,4. fg.4.. . OJ o ,n h) 4 d~~
~~q. st.a a.~~
~~g t.: ff) .s s . cy...'te. p/..,~~
~~,,s p~~
~~t-t..i. ,. i '- , f) .S 3, m us w c, M 'a~~
~~mr e.. h,.y, -Q~~
~~~ s.n u.~~
~~5. b..~~
~~1 -st o /./ f'i! ':-1 ; l '..(.;%../?] -7) ao 9 a p 'r:. ! '. 2,<,,$ 2 5_ 3 x ,n s:,. h p- '.'..'f . / p 5 / ,j$. u, ~ 'i 5 % Cl b & 4 i~~
.W..'. i';.

' M.
o
~~f. 4~~
~~/', o, z;.,, c; _- g ,s, n. ..r. c:. l c. y o, -. = o ) 's,i,..\\:::~~
~~- ?~~
~~c:, ci w I ./ a, 9 i . i.<> t,, _, o s-4 a 'r. \\,. c> c o u 4 m. w o p s.s 3,. I;)' '-~~
G en d*
~~) 3 .' W y* 5 a ts h'!N.. e -s. 6 u.; s..., ~ I t;, ca ,n 4 c. u-e '.l. ' 'J -.: N $4 T e., <> c. a a .o us. a . 9;, c, '..)i~~
~~c.,.; r 6--~~
~~a o i s. 3 b.1 O,, s.3 +s g o. 7 ~.,. -.f e. CI "- - RT 9e I n, u. + 1 t 3 ~~~
~~n. ' n I;'~~
~~"s,, .]~~
*' ; 00.. iNC. Ys. O. No.
~~3 A,,.. yt I a n g.-, -) /). /. i .m cr- ..... m ....}}~~

ML19319C740

Contents

Text

Subject:

Dear Mr. Knuth:

Dear Mr. Szelis'towski:

Subject:

.

Subject:

Navigation menu

ML19319C740

Text

Subject:

Dear Mr. Knuth:

Dear Mr. Szelis'towski:

Subject:

.

Subject:

Navigation menu

Search