ML20148E923
| ML20148E923 | |
| Person / Time | |
|---|---|
| Site: | Paducah Gaseous Diffusion Plant |
| Issue date: | 05/27/1997 |
| From: | John Miller UNITED STATES ENRICHMENT CORP. (USEC) |
| To: | Paperiello C NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM), NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS) |
| References | |
| GDP-97-0083, GDP-97-83, NUDOCS 9706030308 | |
| Download: ML20148E923 (33) | |
Text
1 United Stat:s Parichm nt Corporttion
=
2 Democracy Center j
6903 Rockledge Drive Bethesda. MD 20817 j
Tel: (301)564 3200 friited States Einiclimesit Corporatioi I
JAMES H. MRER Dir: (301) 564-3309
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VicE PREfilDENT, PRODUCTION Fax: (301) 571-8279 1
May 27,1997 Dr. Carl J. Paperiello SERIAL: GDP 97-0083
)
Director, Office of Nuclear Material i
Safety and Safeguards Attention: Document Control Desk U.S. Nuclear Regulatory Conunission i
Washington, D.C. 20555-0001 Paducah Gaseous Diffusion Plant (PGDP)
Docket No. 70-7001 Transmittal of Revision 10 to Paducah Certification Application t
Dear Dr. Paperiello:
l In accordance with 10 CFR Part 76, the United States Enrichment Corporation (USEC) hereby submits twenty (20) copies of Revision 10 (May 21,1997) to USEC-01, Application for United States Nuclear Regulatory Commission Certification, Paducah Gaseous Diffusion Plant.
j Revision 10 incorporates changes to the Technical Safety Requirements and Safety Analysis Report.
These changs were previously submitted for your review in accordance with 10 CFR 76.45 a approved as Amendment 2 to the Cenificate of Compliance GDP-1 in your letter dated May 16,1997 (TAC NO. L32013). Revision bars are provided in the right-hand margin to identify the changes.
[
Revision 10 was implemented on May 21,1997.
Should you have any questions or comments on Revision 10, please call me at (301) 564-3309 or Steve Routh at (301) 564-3251.
Sincerely, l
l HVo%
030eqa g
es H. Miller ice President, Production 4
9706030308 970527 llll1H 11011ll11511ll'lIIN1
- 11 111 ll11111lll PDR ADOCK 07007001 Ill,Ilui,Illlijlli,lulli,Ili, C
PDR j
Offices iri Paducah. Kentucky Portsmouth. Ohio Washington. DC
'Dr. Cari J. Paperiello May 27,1997 GDP 97-0083 Page 2
Attachment:
USEC-01, Application for United States Nuclear Regulatory Commission Certification, Paducah Gaseous Diffusion Plant, Revision 10, Copy Numbers 567 through 586
Enclosure:
Affidavit cc:
NRC RegionIII Office Copy Numbers 442,664 NRC Resident Inspector - PGDP CopyNumber 697 NRC Resident Inspector-PORTS Copy Number 665 Mr. Joe W. Parks (DOE)
Copy Numbers 641 through 644 i
OATH AND AFFIRMATION I, James H. Miller, swear and affirm that I am Vice President, Production, of the United States Enrichment Corporation (USEC), that I am authorized by USEC to sign and file with the Nuclear Regulatory Commission this Revision 10 of the USEC Application for United States Nuclear Regulatory Commission Certification, Paducah Gaseous Diffusion Plant (USEC-01), that I am familiar with'the contents thereof, and that the statements made and matters set forth therein are true and correct to the best of nr/ nowledge, information, and belief.
k i'A%
Jb. Miller Subscribed to before me on this off' dayof he/s-
.1997.
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~ APPLICATION FORUNITED STATES!
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- NUCLEAR REGULATORY COMMISSION CERTIFICATION i TPADUCAH GASEOUS DIFFUSIONPLANT
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l REMOVE /INSERTINSTRUCTIONS1 l
d REVISION 10[
iMAY 21,19973 Remove Pages Insert Pages l
VOLUME 1 j
List of Efective Pages List of ENective Pages LOEP-1through LOEP-8 LOEP-Ithrough LOEP-8 i
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Chapter 1 - Appendix A -
Chapter 1 - Appendix A A-3/A-4 A-3/A-4 i
Section 3.2 Section 3.2 3.210a/3.2-10b 3.2-10a/3.2-10b Section 3.6 Section 3.6 3.6-12a/3.612b 3.6-12a/3.6-12b Section 3.7 Section 3.7 3.7-4a/3.7-4b,3.7-5/ 3.7-6 3.7-4a/3.7-4b,3.7-5/ 3.7-6 Section 3.15 Section 3.15
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' SAR-PGDP May 21,1997 Rev.10 Section 5.1 - PGDP does not impimww the unit mass limits described in this secten. Mass limits are defined in Nuclear Criticality Safety Approvals (NCSAs) and Nuclear Criticality Safety i
Evaluations (NCSEs).
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l' For references to this enndard, see SAR Section 5.2.2.1.
j 1.8 ANSI /ANS_8.19, Adminierative Practices for Nuclear Criticality Safety,1984 Ediuon l
PGDP satisfies the requirements of this standard.
For references to this,randard, see SAR Section 5.2.2.1.
1.9 ANSI /ANS 8.20, Amencan National Standard for Nuclear Criticalny Safety Training,1991 Edition PGDP satisfies the reqts a of this standard.
For references to this==Mard, see SAR Sections 6.6.5.2 and 6.6.6.1.
i 1.10 ANSI A17.1, Safety Codes for Elevators,1974 FAntinn
.t PGDP satisfies only the following section of this standard as clarified below:
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Section 1005.4 - N buildmr C-360 bydraulic lifts (elevator and levelator) are designed and tested to the requirements of this section of the mandard for direct-plunger type elevators.
For references to this mandard, see the TSR Section 2.1.
f 1.11 ANSI B30.2, Overhead and Gantry Crane Design & fartina,1990 FAnion (includmg Addenda A, 1991) j i
PGDP satisfies the requiremaats of the following sections of this standard for liquid UF, h=adlian and I
Feed Facility cranes:
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l Section 2-2.1.1 - all Section 2-2.1.2 - all
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Section 2-2.1.3 - all except for paragraphs (6), (8), and (9)
Section 2-2.2.2 - only paragraphs (a), (bX1), and (bX4)
Section 2-2.3.1 - all Section 2-2.4.1 - all l
1.12 - ANSI B30.9, Slings,1990 Edition (including Addenda A,1991)
PGDP satafies the requirements of the followag sections of this mandard for lifting fixtures used to handle liquid UF, cylinders:
A-3 i
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SAR-PGDP April l'5,1997' Rev.8 Section 9-1.6 - all l
Section 9-2.8.1 - all l
Section 9-2.8.2 - all l
i 1.13 ANSI B30.10, Hooks,1987 Edition (up through Addenda C,1992) l I
PGDP satisfies the requirements of the following sections of this standard for lifting fixtures used to I
handle liquid UF cylinders:
I I
Section 10-1.2.1.1 - all l
Section 10-1.2.1.2 - all l
Section 10-1.2.1.3 - all I
i 1.14 ANSI B30.20, Below the Hook Rigging Devices,1992 Edition l
l PGDP satisifies the requirements of the following sections of this standard for lifting fixtures used to I
handle liquid UF cylinders:
l l
Section 20-1.3 - all l
Section 20-1.4.1 - only paragraphs (a) and (b) l l
1.15 ANSI NB-23, National Board Inspection Code,1995 Edition l
l PGDP satisfies the requirements of e code as described below:
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UP. accumulators and condmsers are inspected at 5 year intervals in accordance with the 1995 l
edition of the National Board Inspection Code (NBIC).
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For references to this standard, see SAR Sections 4.3.3.1.2 and 4.3.4.1.2 and TSR Section 2.3.
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1.16 ANSI N323, Radiation Protection Instrumentation Test and Calibration,1978 Edition l
I PGDP satisfies the requirements of & standard except as descrihd in SAR Section 5.3.5.
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1.17 ANSI N510, Testing of Nuclear Air Treatment Systems,1989 Edition l
I PGDP satisfies the requirements of this standard for the periodic testing of HEPA systems that are l
relied upon for personnel protection or to meet environmental emissions limits with the following l
exceptions:
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Section 11-The test gas specified will be an alternative but equivalent Halide gas, l
l Secuon 15 - Laboratory testing of the adsorbent will test for HF loading instead of radioiodine I
since HF is the gas of concern at PGDP.
l I
For references to this standard, see SAR Sections 5.3.2.10 and 5.3.7.5.
l A-4
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SAR-PGDP May 21,1997 C
Rev.10 l
on the feed line, pressure tranammer PT-507, pressure switches PSH-507 and PSL-507, steam supply isolation valves PV-520, XV-524, and thermovent line block valve XV-565, and associated relays, solenoids, and swaches. 'Ibe presare between the rupture discs is maintained between 9.5 and 19.5 psia.
'Ibe autoclave opemog mm Li system is used to prevent the opemag of an autoclave when the pressure l
exceeds 1.25 psig and the autoclave gives a visual indication. Systein components are the pressure transmitters PT-514 and PT-515, pressure switches PSL-514 and PSle515, and associated relays and switches.
i 3.2.6 UF Cylinder HaneinF t
UF. feed is delivered to the feed facilities and stored in an interim storage yard until a particular cylinder assay is needed for feed. Cylinders are weighed and checked agamst filt limits. Each cylinder is iana~~'
externaEy for any damage prior to placing in an autoclave for feed. All feed cylinders handlad are normally empty or contain solid UF and admmistranve controls prohiba the handling of liquid UF. in these areas except i
in emergency condaions.
j 3.2.6.1 Cranes The C-333-A and C-337-A overhead bridge cranes handle only cylinders that are empty or contain solid i
UF The two cranes in C-333-A and the north crane in C-337-A are 20-ton single-book, pendant-controlled p
cranes. 'Ibe C-333 A west crane hoist has a direct current (de) recafied shoe brake and an oddy current brake.
l l
~
'Ibe (de) rectified shoe brake is spring actuated in the event of a power loss. The C-333-A cast crane hoist I
and C-337-A north crane hoist utilize a (de) rectified shoe break and a mechanical ratchet and pawl backup l
brake in the case of shoe brake failure. All of the feed facility cranes have a geared up/down limit swnch l
j designed to prevent eWia= the limits for lowering or hoisting the load. When activated, the limit switch l
j circuit will stop the motor and activate the shoe brake. To prevent the hfting hook from collidmg with the l
upper crane strucane, each crane uses a swivel bar attached to a wire hanging from a paddle-type limit switch on the crane trolley. When the book comes in contact with the swivel bar, the tension in the wire is released l
and the crane hoist motor is d: a 4 d. Each of these cranes uses an H-frame-type sling to lift the cylinders with its single book.
'Ibe south crane at C-337-A is a 20-ton double-block, radio / pendant controlled crane with a hfting beam -l h
specifically designed for UF cylmders. The crane hoist has two direct current (de) shoe brakes and one eddy l
current brake. One hoist shoe brake is used as a holding brake, and the other shoe brake serves as an I
emergency brake. These brakes are spring actuated in the event of a power loss. A geared up/down limit I
[
swhch is connected to the cable drum for use in lowering or boisting the load. When activated, the geared I
i l
- limit swach circuit will stop the motor and activate the brakes. This switch will reset automatically once the l
moeor is reversed. Each crane is ~=? ;=ad with two paddle-type limit switched that serve to prevent a lifting l
l i
beam to upper crane structure collision. Each paddle-type limit switch has a weight that hangs on a wire from l
the crane trolley, if the lifting beam comes in contact with one of these weights, the tension in the wire is l
- released and the crane hoist motor is de-energized.
l l
3.2-10s i
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SAR-PGDP May 21,1997.
b.10 9
3.2.6.2 Short-Term Storage Both facilities contain cylinder yards for the short-term storage of both full and empty cylinders. The yards are equipped whh saddles that prevent the rolling of cylinders and subsequent damage that could result from improper spacing of cylinders. Storage yards are discussed in Section 3.7.
J t
i 3.2-10b
~
May 21,1997 SAR-PGDP Rev.10 A hydraulic elevator is provided to move UF. cylinders between the ground level and the basement level for filling at the transfer scale position. An empty cylinder is placed on a scale cart and moved on the 40,000-lb net lifting capacity elevator car platform and secured by manual rail chocks. The elevator is lowered to the basement level and the scale cart is rolled into position on the transfer scale. After filling, the cylinder is disconnected from the drain manifold, the scale cart air motor is again connected to an air hose, and the cart is moved back on the elevator. Two interlocks prevent moving the scale cart with the pigtail connected. A key on a ring is placed over the pigtail prior to M-- aN the cylinder. This key must be removed and placed in a swach to unlock it before air can be supplied to the cart drive motor. The pigtail manifold pressure must also be wahm 3 psi of.sra.p-ik pressure before the switch will operate. The scale cart interlock to prevent scale cart movement is identified as a system required to be included in the TSR.
The elevat.or is raised to the ground level and the liquid-filled cylinder is removed from the scale cart, using the 20-ton crane, and moved to a storage rack in the cylinder storage yard.
l 3.6.9.2 Cranes The Toll and Transfer Facility at C-360 has two identical 20-ton overhead bridge cranes. One crane l
serves the high bay work area over the autoclaves; the other crane serves the cylinder storage area on the east side of the buikhng By opening the buddag crane door, both cranes could enter or exit the building for use if needed. Each bridge crane is 79 with one 20-ton capacsy polar trolley each. The p=hron pendant l
control and the radio-operated controls can be switched to allew operation of trolleys and hoists individually or simultaneously as needed for lifting liquid UF, filled cylinders.
Each crane boist has one de rectified shoe brake and one electro-mechanical hydraulic caliber brake that I
are spring actuated in the event of a power loss. One of the shoe brakes is used as a holding brake, and the other detects brake slip, tnerhanien1 discontmmty and acts as an emergency brake should the holding brake j
~
fail. A geared up/down limit switch is connected to the cable drum to prevent lowering or hoisting the load too far. When activated, it will stop the motor and activate the shoe brakes. Paddle-type limit switches prevent blocking. 'Ibe limit switch assembly has a weight that hangs on a wire from the crane trolley. If the lifting block comes in contact with this weight, the tension in the wire is released and the crane hoist motor l
is deenergized. Mechanical rail stops are locased at the end of the bridge and trolley rails to prevent the crane l
from running off the end ofits tracks.
3.f.9.3 Sbott-Term Storage 2
A cylinder storage area of approximately 17,366 ft is provided east of C-360. A nommal cylinder space l
allowance of 5 ft wide and 15 ft long reduces the possibility of cylinder damage during storage operations.
l Storage spaces are designated as areas for cool-down of cylinders containing liquid UF.. Cylinders containing liquid are not to be lifted over the top of other cylinders and are located safe distances from obstructions or protrusions.
Guard rails are positioned at strategic locations to prevent damage by vehicles entering the storage yard.
Cylinder saddles for the cylinder yard are fabricated from high energy absorbing metal with shock isolators.
3.6-12a
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SAR-PGDP Rev.3 May 31,1996 O
Blank Page e
3.e. m
1
.)
)
. SAR-PGDP May 21,1997
/^
-Rev.10 l
The cans in C-333A, C-337A, C-310, anxi C-315 are a new, low-profile design. The low-profile design will not allow a fall of greater than 2 in., so there is no need to rely on safety legs. The carts are made of stainless steel to reduce corrosion. Saddles are provided on the carts to prevent the cylinders from rolling.
-l
- As in the older system, the carts are air operated and will brake upon the loss of air.
l 3.7.3.1.2 Cranes and Lifting Mxtures
. Nine different cranes can be used to move UF, filled cylinders. Of these nine, four cranes are designed - I to move solid and liquid UF, filled cylinders and five to move solid UF, cylinders. One liquid UF, landling I
crane is located at the product withdrawal facility at C-310, one at the tails withdrawal facility at C-315, and i
two liquid UF, handimg cranes are located at the toll sample and transfer facility at C-360. The feed facilities in C-333-A and C-337-A have two cranes each for moving empty and solid UF, filled cylinders. The south
' C-337A crane is hW to lift liquid UF, filled cylinders but is currently used only for empty and solid UF, cylinders. 'Ibe chenucal operanons facility in C-400 uses a semi-gantry crane to move solid UF, filled 10-ton l
product cylinders.
The product withdrawal area has one 20-ton overhead bridge crane which is used to move solid or liquid-filled cylinders from the scale can to the storage area. The tails withdrawal facility has a similar 20-ton semi-gainy bridge crane. Each of these cranes is a double-block crane equipped with a special lifting beam, which is specifically designed for hfting liquid UF, filled cylinders.
I I
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L I
l O-I 3.7-4a i
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SAR-PGDP Rev.3 May 31,1996 Blank Page 3.7-4b
SAR-PGDP May 21,1997 Q
Rev.10 C/
The C-310 and C-315 Product and Tails withdrawal facilities cylirxier handling bridge cranes are designed I
with several safety features. Each crane hoist has two direct current (de) shoe brakes. One of the brakes is I
used as a holding brake, and the other is on a timer which acts within one second as an emergency brake l
should the holding brake fail. A geared up/down limit switch is connected to the cable drum for use in l
l lowering or hoisting the load. When activated, the limit switch circuit will stop the motor and activate the hoist l
shoe brake. This geared limit switch will reset automatically once the motor is reversed. Two paddle-type I
limit switches prevent a collision between the lifting beam and the upper crane structure. Each paddle switch I
has a weight that hangs on a wire from the crane trolley. If the lifting beam comes in contact with one of these i
j i
weights, the tension in the wire is released, the crane hoist motor is de-energized and the hoist holding brake l
J l
is activated. Once activated the paddle-type limit switches require a manual reset to resume crane operation.
I I
The C-310 product withdrawal facility crane has been installed with a zone control to prevent the crane from I
j carrying a load into the piping associated with the C-310-A burp station. De C-310 and C-315 cranes are l
l equipped with proximity sensors and mechanical rail stops located at the end of the bridge and trolley rails.
I I
These devices are designed to prevent the crane from running off the end of the track.
I l
l The Toll Transfer and Sampling Facility at C-360 has two functionally identical 20-ton overhead bridge I
cranes. One crane can serve the high-bay work area over the autoclaves; the other crane can serve the l
cylinder storage area on the east side of the building. By opening the building crane door, both cranes can I
enter or exit the building. During normal operations the two cranes are not used together on a single load.
l Each bridge crane is equipped with one 20-ton capacity polar trolley, controlled by push-button pendant or I
radio transmitter. Crane control can be interchanged from push-button pendant or radio transmitter.
I
(
Operation of the trolley and hoist individually or simultaneously are allowed as needed for lifting a liquid UF6 l
filled cylinder.
I I
(n')
Each C-360 crane hoist has one de rectified shoe brake and one electro-hydraulic mechanical caliper I
brake. Both are spring actuated in the event of a power loss. The hoist shoe brake is used as a holding brake, I
I and the electro-hydraulic mechanical caliper brake serves as an emergency brake should the holding brake fail.
I If brake slippage, mechamcal discontinuity or overspeed is detected, the electro-hydraulic mechanical caliper I
brake will engage and act as an emergency brake. A geared up/down limit switch is connected to the cable I
drum to prevent lowering or hoisting the load too far. When activated, the limit switch circuit will stop the I
motor and activate the hoist holding shoe brake. Paddle-type limit switches prevent the lifting assembly from I
colliding with the upper crane structure. The limit switch assembly has a weight that hangs on a wire from I
the crane trolley. If the lifting block comes in contact with this weight, the tension in the wire is released and I
the crane holi,t motor is de-energized. Mechanical rail stops are located at the end of the bridge and trolley I
rails to prevent the crane from runnmg off the end of its tracks.
I he C-333-A and C-337-A overhead bridge cranes handle only cylinders that are empty or contain solid I
UF The two cranes in C-333-A and the north crane in C-337-A are 20-ton single-book, pendant-controlled cranes. De C-333-A west crane hoist has a direct current (de) rectified shoe brake and an eddy current brake.
l The hoist shoe brake is spring actuated in the event of a power loss. The C-333 A cast and C-337-A north I
crane hoists utilize a shoe brake with a ratchet and pawl backup in case of shoe brake failure. All of the feed l
l facility cranes have a geared up/down limit switch connected to the cable drum for t'.se in lowering or hoisting I
l the load. When activated, the limit switch circuit will stop the motor and activate the shoe brake. To prevent I
the lifting hook from colbdmg with the upper crane stmcture, each crane uses a swivel bar attached to a wire hanging from a paddle-type limit switch on the crane trolley. When the lifting hook comes in contact with the I
swivel bar, the tension in the wire is released and the crane hoist motor is de-energized. Each of these cranes uses an H-frame-type sling to lift tht. cylinders with its single hook. The C-337-A south crane hoist utilizes I
two shoe brakes and an eddy carrent brake.
l (O
O 3.7-5
SAR-PGDP January 19,1996-Rev.2 The south crane at C-337-A is a double-block crane equipped with a special lifting beam specifically designed for lifting liquid UF. filled cylinders. While the crane is not normally used for handling liquid UF.
filled cylinders, the structural design is similar to the liquid UF, iandling crane at C-310.
This bridge crane was designed with several safety features. The crane hoist has two de rectified shoe l
brakes that are spring actuated in the event of a power loss. One of the shoe brakes is used as a holding brake and the other is on a timer which acts within one second as an emergency brake should the holding brake fail.
A geared up/down limit swnch is connected to the cable drum for use in lowering or hoisting the load. When activated, it will stop the motor and activate the shoe brakes. This switch will reset automatically once the motor is reversed. Two paddle-type limit switches prevent a cohision between the lifting beam and the upper crane structure. Each limit switch assembly has a weight that hangs on a wire from the mne trolley. If the hftmg beam comes in corract with one of these weights, the tension in the wire is released and the crane hoist motor is de-energized. Once acuvated, the paddle-type limit switches require a manual reset to resume crane operation. Also, proximity sensors and mechanical rail stops are located at the end of the bridge and trolley rails to prevent the crane from runrung off the end of its tracks. This crane has been installed with a programmable zone control, which can be used to restrict the travel path of the load.
The chemical operations facility at C-400 uses a 20-ton single hook semi-gantry crane for loading 10-ton Paducah product cylinders into Tiger overpacks for shipment to Portsmouth or customers. The crane hoist has a de rectified shoe brake that is spring actuated in the event of a power loss. To prevent the lifting hook l
from colliding with the upper crane structure, each crane uses a swivel bar attached to a wire hanging from a paddle-type limit switch on the crane trolley. Like the paddle-type limit switches described above, when the hfung hook comes in contact with the swivel bar, the tension in the wire is released and the crane hoist motor is de-energi::ed. Mmhanbl rail stops are located at the end of the bridge and trolley rails to prevent the crane from runmng off the end of its tracks. This crane uses an H-frame-type sling to lift the 10-ton product cylinders.
~
The hoists and cranes used for UF cylinder-handling are carefully inspected prior to the first use of each shift to ensure proper operation and the absence of visibly detectable damage to the cables, brakes, and other criticJ items. Limit switches are tested without a load on the hook. Cranes are inspected periodically and the inspections documented by qualified inspectors. Any overhead and mobile cranes that are new, altered, uprated or repaired after extensive damage are load-tested at up to 125 % of their rated capacity before being placed in service.
The lifting fixtures, or rigging, used for UF. cylinder handling consists of nearly two dozen types of special slings and fixtures that have been designed, type-accepted, and certified for the specific handling tasks at the various facilities. H-frame-type lifting fixtures are provided for single-and double-hook cranes when handling UF.. Each of these riggings is a combination spreader bar that has four shackles designed for attachment to the four lifting lugs on the 10- and 14-ton cylinders. This H-frame-type fixmre facilitates the requirements for loading and unloading UF, cylinders into and from the autoclaves without the use of s.ny freestyle or impromptu rigging practices. Another example of a specialized lifting fixture is a sling asambly used for loading 2%-ton cylinders into shipping overpacks. 'Ihe sling has small hooks used to lift the overpack lids as well as large hooks required to lift the 2%-ton product cylinder. Another specialized sling assembly is used to lift a loaded 2%-ton overpack f om the floor onto a flatbed semitrailer.
3.7-6 i
1
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SAR-PGDP -
May 21,1997 Rev.10 Boundary The system boundanes for the portable CAAS unit include:
j 1.
Gamma detector channel i
i 2.
Clusterlogic==W i
3.
Cluster housing l
4.
Associated circuitry f
i 5.
Iocalelectric horn 6.
Backup battery for the cluster and horn i
7.
Chag cable to cnnnect to the building system i
3.15.1.1.7 C-333-A and C-337-A Overhead Bridge Cranes l
0 Function
(
The funman of these cranes is to safely handle UF, cyhnders over/near the autoclaves. These cranes handle only cylinders which are empty or cantain solid UF,.
See Section 3.2.6.1 and 3.7.3.1.2 for a description of this rystem.
~
j Boundary The system boundaryincludes:
i 1.
Crane structure ax1 structural suyyuiu, the crane rails, the bridge, the nwh=aie=1 rail stops at the end of
[
the bndge, the trolley rails, the trolley, the reevmg, the cable, lifting fixture (C-337A South) and the books (C-333A and C-337A North).
2.
Hoist brakes:
C-333-A East and C-337-A North - One DC rectified shoc brake and one mechanical ratchet and pawl brake.
J C-333-A West - One DC rectified shoe brake and one eddy current brake.
C-337-A South - Two DC rectified shoe brakes.
I 3.
Emergency stop button 4.
Geared up/downlimit switch 3.15-7
SAR-PGDP Rev.10 May 21,1997 5.
Swivel bar/ paddle-type limit switch 6.
Relays forhoist brake control 7.
Automatic zone controls for C-337A crane, including the paddle switches and PLC.
l 9i O
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SAR-PGDP May 21,1997 Rev.10 O
i I
O 1
l I
O 3.15-7b l
1
SAR-PGDP Rev. 3 May31,1996 8.
Associated circuitry. The circuitry is fail safe.
3.15.1.1.8 UF, Cylinder Lifting Fixtures O Function Ldhng fixtures are built and maintamed to prevent the dropping of a cylinder.
See Section 3.2.6.1 and 3.7.3.1.2 for a description of this system.
Boundsry The system boundaryincludes:
1.
Wire ropelegs 2.
Ldhng fixture assembly.
3.15.1.1.9 UF, Cylinders O Function cyhnder contents, feeding contents to cascade, filling cylin ofliquid UF..
The 2S and 1 kg cylinders are not included as Q due to their small size. These cy See Section 3.7.1 for a description of this system.
Boundsrv The system boundaryincludes:
1.
Cylinder 2.
Cylinder valve 3.
Cylinder plug.
4.
The cylinder valve protector is classified AQ.
3.15-8 l
SAR-PGDP May 21,1997 l
O Rev.10 i
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Rev.10 LIST OF EFFECTIVE PAGES P_ ages Reviciaa P. ages Revician I
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SAR-PGDP April 15,1997-Rev.8 LIST OF EFFECTIVE PAGES Eages Revision Eages R evi< inn Chanter 1 (Enntinued) 4.2-5 2
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w(e TSR-PGDP May 21,1997 Re'v.10 9
' SEC' ION 2.2 SPECIFIC TSRs FOR UF, FEED FACILITIES (C-333-A AND T
C-337-A) 2.2.5 GENERAL DESIGN FEATURES 2.2.5.1 UF, CYLINDER SLINGS AND LIFFING F1XfURES DF 2.2.5.1: UF cylinder slings and lifting fixtures are designed with a structural factor of safety of 5 to 1 based upon the material's ultimate tensile strength.
SURVEILLANCE REQUIREMENTS:
1 Surveillance Frequency SR 2.2.5.1-1 Visual inspection for defects Prior to first use of shift SR 2.2.5.1-2 Hands-on Inspection (no disassembly required)
Monthly SR 2.2.5.1-3 Load test at a minimum of 100% of rated Biennially capacity.
BASIS:
Slings, H-frames, etc used to handle liquid filled UF. cylinders are credited for prevention of the m
f liquid cylinder drop and rupture accident scenario. Visual inspection will detect obvious defects which could cause the cylinder drop accident scenario. Surveillance requirements 1 and 2 are performed to meet the requirements of OSHA 1910.184. [SAR Section 4.3.1.1.2]
2.2.5.2 CRANE DESIGN DF 2.2.5.2: The following aspects of the feed facility cranes are credited for safety:
l
- 20-ton overhead bridge crane e Two hoist brakes that meet the requirements of ANSI B30.2,1990 Edition (including Addenda A,1991) e Geared up/down limit switch on cable drum
- Paddle-type limit switch to prevent blocking
- Crane travel limit switch protecting C-337-A Jet Stadon O
2.2-31