HDMSt00008052 - dtsc

564 Sar3u
TO
E.
FROM
5, A, 1i.leA
P HO,N
397
SLOE.?
CJ VE fION OF VAT:ER BOOSTER S`EST M - BO4L AREA- - PFL
M . Ma ster smi 'h
s ; N.":Ti~t rr
5 64 SanSu
DATE
12
August
1957
In accordance with our Status of Capital Eapendituz'as dated 17 July 1957,
we shoo two entrie s which affect above . iuantio ned job :
A.
Area I Power Rearrangement - REDACTE
: Nlessersaatlh
DresponiblEg
B . Water Booster Foundations - Boiz . m REDACTED
Responsible Engineers : Bunkli and Green
As Department 596 Bowl personnel have requested a complete schedule on this
job., I would like to assign the prime responsibility of coordinating the
entire scope, of this job to V. N . "Pike" Amirkhan. mikeIs first task should
be to coordinate with abovemmsntioned responsible engineers in order that
a schedule may be published stati g when this job will be completed, as best
can be deter wined to date .
cam' Ao er
Supervisor
Industrial Engi neering
SM . ey
do z A,
V. N.
G. E.
L. W.
Pz eclat'
A.mirkhan
Dullsl :i.n
Gree n
N . R . Gleen, DJ596.62 SanSu
IBNA00213284
I Il I I
H D M St00008052
Specification No . BD! : .'-)5 3 - :5
Page 1
1.0
i
SCOP E
Furnish all labor, material, tools, cranes , rigging, trucks an d
equipment and pc:rfoh-iii all operations required to relocate, modify, nstall
clean and test all vessels as specified herein .
Vessels are located at sev,-ceral locations at Santa Snsrina Field
Laboratory as shown on the Vicinity Map included herewith .
2. 0
API'],ICARLE DOCthn :k1'S
2 .1
The following documents of the latest issue in effect form a part
of this specification . The absence of specific reference to these
documents throughout this specification shall not in any way relieve
the supplier from compliance_ Deviations from any specification or
document requi .iement shall require Rockwell's written approval .
ASM1'. Boiler and Pressure Vessel Code,,Section VIII, Div . I and Section IX .
I
A517,1 Standards, Part 1, "Steel Piping, Tubing and Fittings, "
American National Standard Institute, Code for Pressure Piping
ANSI B31 .3 and B16 .25 .
2 .1 . 4
California Administrative Code, Title 8, Chapter 4, Subchapter 4,
Construction Safety Orders and Subchapter 7, General Industry Safety
Order s
2 .1 . 5
California Administrative Code, Title 24, State Building Standards
Part 3, Basic Electrical Regulations .
2. 1 . 6
National Electrical Code, NFPA No . 70-1975,
2 .1 . 7
Tubing,
mom'
0
a-.
MIL-T- 8504 or MIL-T - 8808, seamless .
Fittings, MIL-F-5509, MS flared, stainless steel .
ASTM-A 269-71 or ASTM - A271-68, Seamless and Welded Austerritic Stainless
Steel Tubing .
DOCUMENT SUBMI TTAL S
0
3. 1
One reproducible copy of fabrication drawings and material specifications shall be submitted to Rockwell for approval 10 days prior
to initiation of procurement or fabrication .
3 .1 . 1
Fabrication drawings shall include dimensions, tolerances, finishes,
material lists, fabrication methods and veld joint details .
3 .1 .2
0
a,
One reproducible copy of final "As-Built" drawings shall he delivered
to Rockwell at the time all vessel work is completed .
N
o1.
3 .2
Procedures and qualifications required in the paragraphs entitled
''bEt,]lEsS" shalI be submitted for Rockwell approval prior to initiation
of procurement or fabrication .
h
BNA0521944 0
HDMSt00008053
,
Page
3 .3 Approval of any submittal shall riot in any way wrnive the obligations
of the seller to conforrii to the Iequirer„ents of this spc :u ificatiun .
3 .4 Calculations of vessel modifi -atiorrshall be made in con focien~ce with
the AS'k ll : Pressure Vessel Code, Section V1lI, Division 1 and shall he
submitted for Rockwell approvlI prior to the start of fabrication .
3 .5 Steel material certification shall be suhniiIt Le ' for Rockr,lc1 .1 approval
S6 that any conflict with the fabrication schedulc is aco .IP P ,
3 .S A schedule for vessel relocation, modification and cleaning ; shall be
ms i?Ita i Peel for the cone ract durat ion and submitted to Rr,cla, ] 1 for
approval at weekIy iIll cr vale .
3 .6 .1 A vessel schedule for relocation , modification and clea ;rirng shall be
agreed upon prior to contract awa - c' .
3 .7 ASME Code certification of vessel modifications shall be submitted to
Rockwell prior to contract cor,ipletion .
3 .8 A tank entry procedure, which antliou . the safety preca~ntion to be
taken by the Builder in compliance with California ,Admi :tletratite
Code, Title 8, Chapter 4, Construction Safety Orders, Section 1532 an d
Snhchapter 7, General Safety Orders, Section 5182, shall be subritted
for Rockwell approval . Due to the unique nature of the potential hazard
involved in tank entries, the Builder shall obtain approval of the
Rockwell Field Representative prior to a,ry Builder personnel entering
any tank or vessel .
4 .0 VESSEL RELOCATION S
4 .1 Vessel relocations are specified on the attached vessel data chart .
4 .1 .1 Verify each vessel relocation with Rockwell's Field Representative 5
days in advance so vessels and manifolds will be depressurized, incrtcd
and ready for disconnect .
4 .1 .2
New vessel foundations and anchor bolts cast in concrete will be
furnished by others at C'IL-3 .
4 .1 .3 The following drawings are for reference :
T i t le
Drawin g No .
Title
Sheet
BD41O
95457
Foundation Sections BD410-95457-54
Cl
Revision
0
0
4 .1 .4 Relocate each vessel to the designated location at CTL-3 and install,
shim , and align on the new foundation .
4 .1 .5 Orientation, elevation, and level of each vessel shall agree with
referenced drawings before anchor bolts are secured .
4 .1 .6 The location of each vessel piping flange and tube point of disconnect
is identified with a red painted strip .
4 .1 .6 .1 Working manifolds shall be immediately sealed after disconnect with
new blind flanges, ga_,kets or tube plugs, caps and seals and are
identified by yellow painted strips .
h
BNA0521944 1
HDMSt00008054
--cc 4 .1 .6 .2 All other vessel nozzles and non-woring manifolds shall he sealed
innediately after diccorrn ct in the same marnier pressrihed by the
cleaning specification .
4 .1 .6 .3 Open all inner vessel closures dorrino clean and furnish and install
new gaskets in accordance with each vessel nozzle schcdule ,
4 . 1 .6 .4 New blind flanges, MS plugs and MS caps shall be installed on vessel
nozzles pa rrted ye] iosd .
4 . 1 .7
Existing vessel support anchor bolts to be disconnected are identified
with red paint .
4 .1 .8 Miscellaneous steel structures, piping, tuLng, supports, conduit and
other coi .poncurta painted rec! shall be dismantled .
4 .1 .9 Valves and other reusable items will be delivered to Rockwell Field
Representative, and all other material shall be delivered to the scrap
area designated .
4 . 1 . 10
GN , meeting all the requirements of i iis specification ,
by-Rockwell within 200 feet of CTT -3 test site .
Neill be flrrnished
5 .0 VESSEL NUMBER V-90 5
5 .1 Disconnect and relocate vessel from the Delta Road to CTL-3 and install,
shim, and align vessel and new support structure on new foundation .
5 .2 Furnish and install new support structure, platform and ladder in
accordance with the following drawings :
Title
D rawing No .
R evision
Foundation BD410-95457-S3 (Reference) 0
Pipe Supports E1 BD410-95457-.S7
0
Platfor m
5 .3 Degrease and rinse vessel in accordance with paragraph num.l-,ers 13 .2 and
13 .2 .2 of these specifications . Close all openings in accordance with
paragraph numbers 4 .1 .6 .4 and 13 .5 through 13 .5 .4 inclusive .
5 .3 .t .1 Nozzle Schedule, V-90 S
Number
A
Al
B
C
D
D1
E
F
Cl
(32
G3
(_;4
1711
112
H3
J
De scrip ti on
16"-1500# Spec . F1g .
16"-1500 0 Spec .
F1g .
6"-1SO0# W .N . F1g .
4"-150011 W .N . F1g .
6"-1S00# W .N .
6"-1500# W .N .
Gaske t
Flg .
Flg .
See RTJ Gaske t
Call Out Belo w
4"-1500# N N . F1g .
12"-150011 W .N . F1g .
AN 10050-16
AN 10050-16
AN 10050-16
AN 10050-16
AN 10050-32
AN 10050--32
AN 10050- .32
AN 10050-16
MS 28778-16 Buna N 0-rin g
MS 28778-1 .6 Buna N 0-rin g
MS 28778-16 Boma N 0-rin',
MS 28778-16 Bona N 0-rin g
NIS 28778-32 Burin N 0--rin g
MS 28775-32 Bun . N 0-ran g
MS 28775-32 Buna N 0-rin g
NIS 28/ /S-16 Buri N 0-ring
h
BNA0521944 2
HDMSt00008055
5 .3 .1 .1 Nozzle Sc'ied ._!le V-9O5 (Con' . )
Bolts , AS IN A320 Grade BS, ANSI BL3 . 2
Nuts, AST! A194, Grade 8, ANSI B1S .2, Heavy Semi-Finished
Hexagona l
Flanges, A182-F304L, ANSI B16 . 5
Gasket, Octagonal, RTJ Fully Annealed, Stainless Steel
Type 302 or 303, ANSI BMG .2 0
6 .0 VESSEL NIIDIBiJ, V-11 2
6 .1 Remove pipe manifolds, pipe supports aid open vessel marnway for entry
and remove both vortex breaker w,*_rc secret cloths, all bolts, nuts,
and safety wire .
6 . 1,2 Remove all internal items, i,e . diffuser, ladder, vortex breaker for
modification, cleaning and reinstallation .
6 .1 .3 Provide new ladder and vortex breakcf• or rework all existing welds to
insure full penetration, clean all items in accordance with paragraph
number 6 .4 and reinstall in vessel . See attached sketch of vortex
breaker and ladder (pages 13 and 14) .
6 .2 Modify nozzle "D, "E", and "N" as shown on attached sketches in
accordance with Section VIII, Division 1 of the ASMIEI Boiler and
Pressure Vessel Code .
6 .2 .1 The vacuum annulus contains GN2 at one atmosphere .
6 .2 .2 A GN gas purge of 3 to 6 ounces per square inch shall be installed and
mai_n2fained during nozzle modifications . Caution shall be exercise d
to retain insulation during modifications .
6 .3 The inner vessel shall he hydrostatically tested to a test pressure
of 47=17 psi for 30 minutes in accordance with Section VIII of the ASDIE
Code and shall be appropriately certified .
6 .4 The inner vessel shall be cleaned in accordance with paragraph numbers
13 .2 through 13 .2 .5 inclusive of these specifications . Close all
openings in accordance with paragraph numbers 4 .1 .6 .4 and 13 .5 through
13 .5 .4 inclusive .
6 .5 Nozzle Schedule V11 2
Nun-nb er
Descript ion Gasket s
M1 16"-150u# Spec . Flg .
Octagonal, RTJ, fully annealed
stainless steel, type 302 or 303
ANSI B16 .2 0
M? Manway Cover Parker 0-ring No . 5-097, 30 .180"
I .D . 0 .275" width, Buna N
A 4"-•15000 W .N . Fig . Fluorogold E-600, Cryogenic
Sill, II Groove Grade 1/8" miui_mu+n thickness
John L . Dore Co . Mil-St :f-13 0
B 3"-1500T1 W .N . Flg . Fluorogold E-600, Cryoge,~c
Small Groovo Grade 1/8" minimum thicl a
Jolt L . Dore Co, Mi.l-Std i30
h
EM
BNA0521944 3
HDMSt00008056
Da
6.5
7
Nozzle Schedule V11 2 (Cont . )
Number D escriptio n
C
Gasket
Fluorugold E-600, Cryogenic
Grzude 1/8" minimuir thickness
John I . . Dove Co . Mil-Std-13 0
315001 B .N . Fig .
SmalI Groov e
D Special
Weld 1 Ini O n
E
1/2" Tubi ng AN 100508 Bos s
H 1/2" Tuhing AN-10051)8 Boss
Stainless
Seal P/N 1210008 8
Harrison K . Seal
P/N 121000}: 8
Bolts, ASIM A320 Grade B8, ,ANSI B18 . 2
Stain l ess Nuts, AS'I'M A194,
Hexagona l
Flanges ,
Harrison K .
A182-- F304L ,
ANSI
Grade 8 , ANSI B18 .2 Heavy ,
Semi-Finished
B10 . 5
7.0
VESSEL NUMBER V-90 3
7.1
Remove miscellaneous pipe supports, gage panel and ele_trical equipment,
disconnect and relocate vessel from Delta to CTL-3 and install, shim,
and align vessel and support structure on new foundation .
7.2
Remove all internal items, i .e . diffuser, vortex breaker, baffle and
ladder, for cleaning and reinstall . See sketch page 21 .
7.3
Prior to degreasing, provide additional water flush to remove
with water at CTL-3 . Degrease and rinse vessel in accordance
paragraph numbers 13 .2 .1 and 13 .2 .2 of these specifications .
all openings in accordance with paragraph numbers 4 .1 .6 .4 and
through 13 .5 .4 inclusive .
7 .4
Nozzle Schedule, V-90 3
Number
De scrip ti o n
A 16"-1500# Spec . Fig .
Al 16"-1500) Spec . Fig .
B 6"-lSOO)t Weld Neck
C 4"-15004 Weld Neck
D 6"-1500 ) Weld Neck
D1 4"-1500 ) Weld Neck
E 4"-1500 ) Weld Neck
El 4"-1500 # Weld Neck
F 12"-1500# Weld Neck
Cl AN 10050-1 6
G2 AN 10050-16
G3 AN 10050-16
G4 AN 10050-16
Hi AN 10050-32
H2 AN 10050-32
H3 AN 10050-32
J AN 10050-16
sludge
with
Close
13 .5
Gaske t
See RTJ Gasket
Call Out Belo w
MS
MS
MS
MS
MS
MS
MS
MS
28778-16 Buna
28778-16 Buna
28778-16 Buna
28778-16 Buna
28778-32 Bt-la
28778-32 Bums
28778-32 Buna
28778-16 Buna
N
N
N
N
N
N
N
N
0-Ring
0-Ring
0-Ring
0-Ring
0-Ring,
0-Ring
0-Ring
0-Rin g
Bolts, ASTM1 A320, Grade 118, ANSI B18 . 2
Nuts , ASTM A194, Grade 8, AN .II B18 .2, Heavy Semi-Finished
Hexagonal
i
m
u
h
R
BNA0521944 4
HDMSt00008057
7 .4
Nozzle Schedule, V-903 (Cont . )
Flanges, A182-F304L, ANSI 810 . 5
Gasket, Octagonal, RTJ Fully Annealed, Stainless Steel Type 302
or 303, ANSI B16 .2 0
8 .0 VESSIBL NUM72FR V-87 5
8 .1 Disconnect and relocate vessel from Canyon
and align vessel on support structure .
to CTL-3 and insta l, shire,
8 .2 ReFer to Drawing No . Boil0-9 5 45 7 -S2 for support details .
8 .3 Degrcase, rinse, acid etch, passivate and dry vessel in accordance
with paragraph nu,nbers 13 .3 through 13 .4 .1 inclusive of these specifications . Close all opening, in accordance with paragraph numbers
4 .1 .6 .4 and 13 .5 through 13 .5 .4 inclusive .
8 .4 Nozzle Schedule V-87 5
Gasket
D esc riptio n
1 1/2"-1500n L .N . Flg . Octagonal, RTJ fully annealed ,
(2
places)
malleable
iron,
ANSI
B16 .2 0
Carbon Steel Bolts, ASTM A193, Grade B7, ANSI 818 . 2
Carbon Steel Nut, ASTM A194, Grade 8, ANSI B18 .2, Heavy Senii-Finished
Hexagona l
Flanges, ANSI A181, Grade II, ANSI B16 . 5
9 .0 VFSSFL NUMBER V-134 1
9 .1 Disconnect and relocate vessel from Delta to C'FL-3 lower ejector run
vessel area and install, shim, and align vessel and existing supports
on existing Foundation .
9 .2
Nozzle Schedule V-134 1
Gasket
De scription
See
1500 #
ASA 6"-2500# Special Fig .
ASA 1 1/2"-2500# W .N . F1g . Flange Gasket
ASA1 11 -2500# W .N . Fig . Call Out Belo w
Carbon Steel Bolts, ASTM A193 Grade B7, ANSI B18 . 2
Carbon Steel Nuts , ASTM A194 Grade 8, ANSI B18 .2, Heavy Semi-Finished
Hexagona l
Flanges, ANSI A181, Grade 11, ANSI 1316 . 5
Gasket, Octagon, RTJ, Fully Annealed Malleable Iron, ANSI B16 .20
10 .0 VESSEL NUMBER V-922, V-923, V-924, V-925
h
M
R
BNA0521944 5
HDMSt00008058
Soe _ 3r _
_
Z-,
Pag e
10 .1 Disconnect and relocate vessels from CTL-4 to CTL-3 upper ,as ;torase
area and install on new support structure in teu~porary area desi ostr•d
by Rockwell's representative .
e
10 .2 Furnish new support structure in accordance with the attached sketches
10 .3 Degrease, rinse, acid etch, passivate and dry vessel in accordanc e
wi th paragraph nunnhe:rs 13 .3 through 1 3 .
inclusive of tlicse apoci -ficatiens . Close all openings in acc0rd-11e '-' With parsgrapi numbers
4 .1 .6 .4 and 13 .5 through 13 .5 .4 inclusive .
10 .4
Nozzle Schedule, V-922, V-92 .3,
NJuaber
A
Description
11/2-15004 L .N . Fig .
V-924,
V-9 2
Gaske t
Octagonal , RTJ fully annealed ,
malleable iron, ANSI 316 .2 0
Carbon Steel Bolts, ASTM A193, Grade B7, ANSI B18 . 2
Carbon Steel Nuts, ASTM A194, Grade-8, ANSI
Hexagona l
B1,8 .2,
Heavy Semi-Finished
Flanges, A132-F 304 ANSI 816 .5
11 .0
WELDIN G
11 .1 All welding shall be performed by personnel qualified in accordance
with Section IX of the ASML Code .
11 .2 All welding shall conform to procedures qualified in accordance with
Section IX of the ASNE Code .
11 .3 All butt welded seams shall be 100 percent radiographically inspected
in accordance with Section VIII of the ASM : Code .
11 .4 Dye penetrant inspection shall be performed on all welds ,
12 .0 CLEANING INSPECTION S
12 .1 Visual Inspection : Surfaces will be inspected for rust, scale, dirt,
,chips, grease or other foreign matter . The presence of such materials
will cause for rejection . Discoloration due to welding and pasivation will be permitted, providing no scale or rust is associated with
the discoloration ,
12 .1 .1 A bore-scope shall be used for visual inspection or vessels without
manways .
12 .1 .2 White Cloth Inspection : Surfaces will be rubbed in two directions
with a clean, lint free, white cloth . Any evidence of oil, rust,
stain, scale or other foreign matter ,will be cause for rejection .
13 .0 RECONC1LNDED CLEANING PROCEDURE ;
11
II
h
BNA05219446
HDMSt00008059
13 . 1
Cleaning and rinsing chemicals and drying procedures that have been
found acceptable for cleaning stainless and carbon steel to levels
specified arc listed herein ; however, the Builder shall submit for
approral detailed cleaning procedure ; specifying solutions to he used,
sequence of usc, teiigperature of use, dur<,tion of circulation, size and
type of pu p, and methods of fil1i]ir and draining the various solutions .
13 .2 STAINLESS STEEL VI .SS[ .I . CL1'.A\IN G
13 .2 .1 Degrease stainless steel . Apply a solution of mild alkaline cleaner
(Turco Products No . 41-12, Cc Bee Chemical Co . MX-39, or Leeder Chemical
Co . No . 101A), a concenIuatinn per manufacturer's instructions, in
water at 140°F to 170°F for a mi,iimuni of ten minutes .
13 .2 .2 Rinse : Flush with trip water filtered through a 40 micron filter, fo
r
a mini.iuo of ten minutes, until the effluent flows free of foreign matte
;
and cleaning solution .
13 .2 .3 Passivation Stainless Steel . Apply a solution of 20' to 55% nitric acid
(Fed Spec 0-N-350)by we 4ht,in deionized water at ambient tempcrature
for 30 to 60 minutes .
#
13 .2 .4 Deionized Water Rinse : Flush with large quanitities of deionized
water until the effluent is neutral when subjected to a PH test
(Ph effluent equal to PH of influent deionized water) .
13 .2 .5 Drying, GN2' Purge with dry GN2 until a dew point of minus 63
.5°F is
reached in the effluent gas, or until the moisture content is reduced
to 26 ppm, by volume . The test apparatus shall be of laboratory
precision type, approved by Rocltiwell and calibrated not'more than 30
days prior to each use . Partial pressure shall he stabilized for 24
hours (no flow) prior to measurement .
13 .3 CARBON STEEL VESSEL CLEANIN G
13 .3 .1 Degrease, Carbon Steel . Apply a solution of mild alkaline cleaner
(Turco Products No . 4142, CceBee Chemical Co . No . MX-39, or Leeder
Chemical Co . No . 101A), concentration per manufacturer's instruction,
in water at 140°F to 170°F for a minimum of ten minutes .
13 .3 .2 Rinse . Flush with tap water filtered through a 40 micron filter,
for a minimum of ten minutes, until the effluent flows free of
foreign matter and cleaning solution .
13 .3 .3 Acid Etch, Carbon Steel . Apply inhibited hydrochloric acid,(MII,--A-13525)
20% by volume, in water at ambient temperature, until the surface is
clean and free of rust and scale .
13 .3 .4 Passivation, Carbon Steel . Apply a solution of 0
.5% sodium hydroxide
for S minutes, drain and apply a solution of 0 .25% disodium phosphate,
0 .25% monosodium phosphate and 0 .5% sodium nitrite all by weight, in
deionized water at ambient temperature for a minimum of 30 minutes and
drain . The vessel. shall then be drained and rinsed with deionized water
which may he hot to aid drying .
i mmuimii i nmimm h
I II
BNA0521944 7
HDMSt00008060
Pag e
13 .3 .5 Drying, GN5 . Purge with dry GN, ) until a dew point of minus 63 .5°F is
reached in-the effluent gas, or-until the moisture content is reduce d
to 26 ppn, by volur.ie . The test apparatus abs11 be of laboratory precision
type, approved, by Rockwell and calihratr'4 not more than 30 days prio r
to each use . Partial pressure shall be stal,ili u,d for 24 hours (no flour)
prior to ir:easurcmcr .t ,
13 . 11
The use of some chemicals specified in this specification may under
certain use and/o- disposal discharge rates violate local air pollution
control or waste discharge ordinances . Such violations may result in
severe penalties . Use rates and disposal of these materials shall be .
in accordance with the directives of the Facilities Engineering Department
at Rocketdy,re to assure coitr?liance with the a11~pr0priate control requirements, Prior to the disposal of any pruce .ssing solutions used herein ,
the above department shall be centre ted for proper treatment or disposal
instructions . Waste material shall not be disposed of on Rockwell property .
13 .4 . 1
The Builder shall deliver all chemicals in sealed containers to b e
used in the cleaning process at least ten days prior to planned use for
Rockwell verification. . Chemicals shall he accompanied by certification as to
content and concentra{t ion . Roc"..;cI # will store chemicals in a bonded area any
issue to the Builder as their use is required .
13 .5
Sealing : Immediately following drying of stainless and carbon steel,
openings shall be sealed to prevent contamination .
13 .5 .1 Pipe, pipe fitting, tube and tube fitting vessel nozzles shall be
capped, plugged or protected by Polyethylene sheeting (minimum 0 .008
inch thick), backed with clean metal or clean plywood and securely taped
in place .
13 .5 .2 Flange openings shall be protected by blind flanges and gaskets or
by polyethylene sheeting (minimum 0 .008 inch thick), backed with
clean metal or clean plywood and bolted or securely taped in place
in accordance with Figure 1, page 23 . Polyethylene sheeting shall
be scaled to prevent dust infiltration through flange bolt holes .
13 .5 .3 Bosses shall be sealed with appropriate NIS plugs and 0-rings . Plastic
plugs shall not be used for protection of internally threaded openings .
13 .5 .4 Tape shall not be applied to sealing surfaces, nor to any surface exposed
to the working fluid .
14 .0
MATERIAL S
14 .1 Seals, Buna N 0-rings or Harrison K-seal P/N 12100 CRB .
i mmuimii i nmimm h
BNA0521944 8
HDMSt00008061
Uescrintion
Quantity
;rer
Pressu re
P5-G
Volume
fare
Wt . Lb s .
Move
S uppor ts
V 905
3000
4000 Gal .
106,000
Delt a
Road
Ne w
Req'd .
1
V 112
3000
5000 Gal .
90,000
Tn
Place
Existing
1
~'-90 .,
3000
8000 Gai .
173,300
Delta
Existing
S75
3000
24 Ft3
AIcohoI
~,s
Vessel
Nuer
6,000
Canyon
Length
Feet
Heigh t
Fee t
Degrease 11
Sphere
22
Ladder, Vortex, Lox 13
Nozzle I'D'', "E" Clea n
Sphere
21
Sphere
25
Mo difications Clean
-0-
- 0-
Degrease
Acid 1 . 3
Etc h
Passivat e
Degrease
1
V-1341
5000
, 'P` 3
600 Ft
166,600
Delta
Existing
-0-
-0 -
(~ Ali i
1
V-922
3000
23 Ft3
6,000
CTL-4
New Req'd .
-0-
c ,II l
1
V-923
3000
23 Ft3
6,000
CTL-4
New Req'd .
1
V-924
3000
23 Ft3
6,000
CTL-4
i
V-925
3000
23 Ft3
6,000
CTL-4
l I
24
14
-0-
Helium
l : ,114
Dia .
Feet
4 . 75
32
56
6
Acid 1 . 3
Etc h
Passivat e
Degrease
28
2
-0-
Acid 1 . 3
Etc h
Passivat e
Degrease
28
2
New Req'd .
-0-
Acid 1 . 3
Etc h
Passivat e
Degrease
28
2
New Req'd .
-0-
Acid 1 .3
28
2
Etc h
Passivat e
Degrease
BOTTO M NO 77 1 _ES :
A-
TOP W07/1_I:S
A
B
)
D-I
C
G 3, G4
D
E
F
G1, G2.
HI,H2,1-13
J
PLAN VI1=_'J
SCALE I'_ O„
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