ML20031G593

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Forwards Info Requested in Sections 2.2 & 2.3 of Encl 3 to NRC Re Compliance w/NUREG-0612 Concerning Control of Heavy Loads
ML20031G593
Person / Time
Site: Hatch  Southern Nuclear icon.png
Issue date: 10/13/1981
From: Beckham J
GEORGIA POWER CO.
To:
Office of Nuclear Reactor Regulation
References
REF-GTECI-A-36, REF-GTECI-SF, RTR-NUREG-0612, RTR-NUREG-612, TASK-A-36, TASK-OR TAC-47007, TAC-47008, NUDOCS 8110230318
Download: ML20031G593 (53)


Text

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h Georgia Power J. T. Bec6 ham Jr.

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j October 13, 1981

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b Director of Nuclear Reactor Regulation q

b 0 0 7 2 8 Jg g g United States Nuclear Regulatory Commission Washington, D.C.

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.;y e %v NRC DOCKETS 50-321, 50-366 0PERATING LICENSES DPR-57, NPF-5 t

gd_ g EDWIN I. HATCH NUCLEAR PLANT UNITS 1, 2 NUREG 0612 CONTROL OF HEAVY LOADS Gentlemen:

Your letter of December 22, 1980 requested that Georgia Power Company review its controls for the handling of heavy loads. The purpose of that review was to determine the extent to which the guidelines of NUREG 0612 were satisfied at the E. I. Hatch facility and to identify the changes and modifications that would be required to fully satisfy those guidelines.

In order to enabla the NRC to determine whether opcrating licenses should be modified, operating reactor licensees were requested to provide a report documenting the results of their review. This report was to be submitted in two parts.

Information requested in Section 2.1 of Enclosure 3 was to be submitted within six months and the Sections 2.2 and 2.3 information (for BWR plants) was to be submitted within nine months.

Our letter dated June 29, 1981 transmitted the Section 2.1 information and the attached report provides the information requested in Sections 2.2 and 2.3.

This submittal completes our response to the December 22, 1980 letter.

If you have any questions, please contact my office.

Very truly yours, h I c-b J. T. Beckham, Jr.

JH/mt xc:

M. Manry R. F. Rogers, III OY lik Es8??"assgfL Sn l

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INTRODUCTION This report addresses the nine month response to the December 22, 1980 NRC

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3etter: Control of Heavy Loads. The information provided is the direct response to enclosure (3) section 2.2 and 2.3.

The response to section 2.2 provides information concerning the design and operation of the refueling ficor overhead handling systems which are capable of carrying loads over the spent fuel pools or over an open reactor vessel.

The response to section 2.3 provides information concerning load-handling systems in areas where a load drop could potentially damage equipment required to achieve and maintain a safe shutdown condition.

II.

RESPONSE TO ENCLOSURE (3), SECTION 2.2 '5PECIrIC REQUIREHENTS FOR OVFRHEAD HANDLING SYSTEMS OPERATING IN THE REACTOR BUILDING."

The following list identifies all overhead handling systems located on the refueling floor that are physically capable of carrying loads over the spent fuel pools or the reactor vessels of both units 1 and 2:

HNP-1 Reactor Building Overhead Crane HNP-1 Refueling Platform HNP-2 Refueling Platform HNP-2 Reactor Building Overhead Crane HNP-1 Spent Fuel Pool Jib Crane HNP-2 Spent Fuel Pool Jib Crane A.

HNP-1 Reactor Building Overhead Crane Name: HNP-1 Reactor Building Overhead Crane Type: Overhead Traveling Crane Capacity: Main Hoist:

125 tons Auxiliary Hoist:

7 tons Monorail noist:

5 tons Equipment Designator: MPL #T31-E005 Manufacturer:

Harnischfeger Corporatien, Milwaukee, Wisconsin The HNP-1 reactor building overhead crane is an electric powered overhead traveling crane located at the 256' icvel of the reactor building refueling floor.

It is designed to provide service to both Units 1 and 2.

It has the capability to handle loads up to 125 tons using the main book.

The specific loads handled by this crane will include the following:

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Reactor Vessel Head.

.65 tons I

Reactor well shield plugs.

.2 @ 81 tons each 1 @ 80 tons Reactor well/ spent fuel pool plugs.

.4 @ 10 tons each Reactor well/ dryer-separator pool shield plugs.

.3 0 33 tons 1 @ 76 tons Reactor well/ spent fuel pool cattle chute.

.10 tons l

Reactor vessel head insulation.

.6 tons Drywell head

.45 tons 9

Moisture separator

.56 tons Steam dryer.

.43 tons At present the maximum critical load (MCL) Handled by the HNP-1 Reactor Building Overhead Crane is the moisture separators (56 tons) which are handled over an open reactor vessel during refueling operations. The MCL is the largest load handled by the crane that, if dropped, could be a direct or indirect cause of the release of radioactivity. The MCL is clearly marked on the erine.

The heaviest non-critical loads handled are the reactor I

well shield plugs (81 tons).

The maximum non-critical load is the design rated load (DRL) of the crane.

The DRL is 125-tons and is clearly marked on the crane.

The operating location for the overhead crane is the reactor building refueling floor. The refueling floor is maintained at a very slight negative pressure.

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The maximum operating temperature at the bridge elevation is 100 - 110 F.

l The minimum operating temperature is, estimated to be no less than 60 F.

Normal humidity for the operating floor is approximately 95% to 98% relative humidity.

The components and machinery of the overhead crane subject to mechanical strain or stress are designed to full rated capacity (125 tons) plus the Design Basis Earthquake (DBE) with a minimum safety factor of 5, based on the ultimate strength of the materials when the crane is handling the full load specified.

The crane structural components (girders, trolley drum and drum catcher) have I

a design safety factor of 2.5 against yield.

The load carrying components of the hoisting mechanism,except structural members and ropes, are designed i

so that the calculated static stress in the material does not exceed 20%

of the assumed average ultimate strength of the material. The gears in the power train are designed per American Gear Manufacturer Association (AGMA) standards and have a minimum safety factor of 5, developed from the calculated static stress in the material based on rated load. Anti-friction bearings are used throughout with bearing life as designated per Crane Manufacturer's 2

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I Association of American (CMAA) Specification #70 for class 1A cranes. Gears 4

are inspected in accordance with the American Society for Nondestructive I

Testing, Reco= mended Practice SNT-TC-1A, Supplement B, Magnetic Particle Inspection.

The following performance and acceptance tests were performed on the reactor building overhead crane prior to the crane becoming operational:

1.

A detailed check of the installed runway and assembled crane.

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A running-in test with 25% and 50% loads for live load adjustment of all centrols.

3.

Performane tests with the 80 ton maximum rated load and the 125% test load.

The crane is used only for plant operatier s and was not used for construction.

All tests and inspections performed were in agreement with the rules and regulations of OSHA Federal Register Volum'e 37 N:202, Part II Section 1901.17

" Overhead and Gantry Cranes".

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The crane runway is an integral part of the reactor building superstructure.

The anchorage of the runway rails to the crane runway is designed to resist the vertical and horizontal forces transmitted by the crane during an earth-i quake.

Safety clamps secure the bridge and trucks to the runway rails and l

the trolley to the bridge rails.

The crane is designed for the earthquake i

accelerations at the level of the crane runway. The anchorage clamps and crane structure are designed for the most severe of the.following:

Loads Allowable Stress Increase a.

DL+LL+C+I None b.

DL+LL+C+03E None c.

DL+LL+C+DEE Up to yield stress for structural steel l

d.

DL*LL*C+TWL Up to yield stress for structural steel Where: DL = DEAD LOAD = the weight of the structure, permanent equipment and other loads contributing permanent stress.

i LL = LIVE LOADS = the expected weight of the lif ted load.

1 C = CRANE LOADS i

I = IMPACT LOADS = as.per American Institute of Steel Construction i

(AISC) for cranc.

OBE = OPERATING BASIS EARTHQUAKE l

l TWL = TORNADO WIND LOADS 3

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.n The seismic analysis employed to demons 3 rate that the crane can retain its load during a seismic event utilized'the following assamptions:

1.,

The design is based on a si=ple span 24' long.

2.

The design load = 140 kips

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3.

Vertical upward seismic accelerations are. neglected.

4.

Bridge + Trolley load = 350 kips 5.

vertical downward seismic accelerations = 1.25 g.

6.

Lateral seismic accelerations: east / west. = 0.8 ~ g (for 'CBE) north / south = 1.3 g (for SSE) 7..

Horizontal and vertical components of the seismic acceleratibns are considered as occurring simultaneously.

6.

Crane designed for earthquake acceleratiens at the level of the Jrane runway.

It is not expected that the number of lifts required over the 40 year life of both Units 1 and 2 will exceed 5,000'.

The structural members have been designed for a fatigue loading of 20,000 to 100,000 cycles with each completed lift representing one cycle.

The rotating machinery is designed for a fatigue life expectancy of two million' cycles with each rotating component 1

cycle represented by one rp=.

Any load less than 50% of the crane's rated

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capacity is estimated to have no effect en the life expectancy of the crcne.

The structural steel used conforms to the A:rerican Society of Testing Materials (ASTM) Specification #A36 and the structural work conforms in workmanship to the American Iron and Steel Institute (AISC), Code of Standard Practice for Steel Buildings and Bridges.

As much as possible the bridge and trolley is of all welded construction and all velding conforms to the American Welding Society (AWS), Standard Code of ARC and Gas Welding in Building Construction (AWS D1.1).

i Two balanced sixteen part reeving systems are prov!ded fer main hoist reeving system. The auxiliary hoist utilizes a 4 part redundant reeving system.

The dual arrangement consists of two, separate Icad-sharing wire cables reeved side-by-side through the upper and-lower block sheaves. The static load on each cable at rated capacity equals live loads (125 tons) plus I

weight of the bottom block (5 tons) divided by the total number of cable parts (16) which equals approximately 16,300 lbs.

This is less than 10%

i of the manufacturers' published breaking strength (175,800 lbs.).

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]kaphcablepassesthroughapairedequalizerunitthatadjustsforunequal l

' cable length and is used as a load transfer safety system. The equalizer unit will continually adjust the hook load such that any load under normal operation vill be shared equally by the redundant reeving system or will l

transfer the sh'ock of a cable break in an acceptable safe fashion to the remaining cable. This energy absorbing device will eliminate sudden load

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- displacement and shock to the crane system in the un111dely event of a cable' i

break. The factor of safety is halved when a cable breaks but no swinging aclion of the load occurs because the cabic is reeved to e~ach side of the upper and bottom blocks.

If there is an exaggerated displacement of the equalizer assembly, caused by a cable break, either of two proximity limit switches would be activated 'and the hoisting motion will be stopped. The load can be safely o

lowered with the, remaining cable and a new cable installed before the broken cable becomes entangled in other reeving systems. Redundant equalizer shafts are provided,by utilizing a solid shaft within a hollow shaft. Either shaft is designed to support full load in case of failure-of the other. This description is applicable to both the main and auxiliary hoists.

Redundancy is provided in the main hook by incorporating a coaxial " hook-within-a -hook" design. The shaft of the outer hook is bored out to accommmodate:the shaft of the inner, hook.

Each hook is ir.Jependently supported j

by its,re'pective cross head and anti-friction bearings that are supported by

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the bhttom block. The sister hooks and ball holes are forged to ASTM specifications and tested to 200% design cap.scity. Each prong and cored bail hole have a design rated capacity of 125 tons.

The load block, reeving cable, head block, drum, gear reducer, couplings e

and motor shaft which make up the basic hoisting system all have a safety factor to ultimate in excess of 5.

The hoisting operation for the main hoist is protected by a regenerative

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.bisking system anU b'y three holding brakes. The regenerative brake system.

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'is a s'tatic, stepless control type which prevents overspeed and is used to l

' regulated load-lowering speed. Each holding brake is a sa faty, automatic actuation typ,e,which has a sequential locking mechanism should the power fail or a c5,tle break. The holding brakes are only released during operations i

when their system is energized.

One holding brake is located on the idler gear rs t

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i box and is used for emergency load lowering should there be a malfunction in a drive gear component. The other two brakes are located on either side of the driver gear case.

The holding brakes will stop and hold the rated load.

e The holding braka-are sized to 150% full load motor torque. An emergency procedure is made available to the operators to mant 21y position the bridge and trolley "Ly releasing the motor brake and turning the cross shaft with a wrench) and to manually lower the load (by using a special brake release wrench on each 150% torque motor brake and monitoring shaft speed with a tachometer) in the event that the hoist, trolley, or bridg.e becomes inoperative due to a loss of power occuring during a list.

The auxiliary I

hoist has a similar design except that only 2 holding brakes are utilized.

i The following safety devices are utilized for the main hoist, bridge and trolley to protect against equipment failure,'talfunction or inadvertent operator action:

The equalizer system utilizes two (2) ' vane' type limit switches wired in series which will, cop all hoisting motion should the hoisting rope lengths need adjustment. Actuation of either of these limit switches would cause a power shut-off and the three holding brakes would automatically set.

Both the main hoist and the 7 ton a.xiliary are provided with thermal J

overload sensing switches set at 125% hoisting capacity which will stop all hoisting motion at.these capacities. Also both the main and auxiliary hoists are equipped with Dillon overload protection switches set to stop hoisting j

motion in the event a lift in excess of 125% of rated capacity is attempted.

lt The Dillon overload switch is a steel mechanical load deflection type switch.

In addition, thermal overload warning indication is provided for the main hoist motor to warn the operator of potential overload and loss of hoist power.

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The main hoist is provided with overspeed protection switches to protect against an overspeed condition. The maximum rope speed for the main f

hoist will be 16.8 feet per minute. Therefore, the maximum hoist speed will not exceed 4.2 feet per minute. The response time to stop the hoisting motion, in the event of the activation of an overspeed or overload protection switch, is apprcximately one second.

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j To prevent "two blocking" (contact between the head and loa ' blocks),

two limit switches, each of different designs and used in series are used to limit the upward travel of each hoist hock. A block type is used on the cable and a screw type is used on the drum. They are adjusted such that if one fails to operate, the remaining one will shut off power to the motor and "et tha holding brakes. The actuating mechanism of the limit switches

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are locatsd such that the limit switch will trip under all conditions of hoist load and speed and in sufficient time to prevent a "two-blocking" accident.

In addition, each hoist is provided with limit switches to stop hook travel in the highest and lowest safe positions.

Overhoisting, for both the main and auxiliary hoists, is prevented by pt.viding geared limit switches, driven by the drum shaft, counting revolutions.

The geared limit switch also provides protection when lowering a load by precluding the chance of the drum playing out fully and then reverse reeving.

Electrical interlocks on the crane system prevent the main hook from traveling over the spent fuel pool.

These interlocks are independent or

.22 load being handled by the crane.

The 7h ton auxiliary hoist is used to handle the fuel pool gates along the edge of the spent fuel pool. The gates are wide, thin plates cnd are not lif:cd out of the water during gate movements.

The gates are the largest objects routinely handled within the spent fuel pool.

In the rare event handling of the spent fuel racks is required, these interlocks will be by-passed tc permit trolley movement over the spent fuel pool.

The fuel rack handling operation will be procedurally controlled with scfety as the primary concern. Interlocks are also provided to prevent the main heist and auxiliary hoist from being operated simultaneously.

The main and auxiliary hoists can be operated frcm a cab located at the east end of the bridge or by radio control from the refueling ficor.

Normal operations utilize the ralia control " rom the refueling ficor. The radio control used is a Telemotive Standard, Op':fon A, Mark IV, 31 channel controlled range system with a transmission *:requency of 200 to 400 kilohertz.

The maximum operating range is adjustable from 50 to 100 feet.

Outside this range, the bridge brakes are automatically set.

The brakes must be i

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energized to release.

The transmitter is aquipped with a key-lock switch, with the key removable in the off position only and a master safety channel.

The caster safety channel is operated by an on/of f toggle switch mounted J

l on the transmitter. Absence of a signal on the master safety channel causes.

the crane master contactor to open. Hoisting motion is limited to one hoist at a time with the radio control.

Control respense tire is less than 0.1 seconds.

Utilization of the radio centrol eliminates hand signals and one source of potential human error is removed from t'e crane control loop.

The operator may always position himself for the best visibility of the work, consistant with safe operation.

is not considered to be single-failure proof.

The 5 ton monorail hoist To be in complete compliance with NUREG 0612 it would be necessary to immobilize, or upgrade this hoist.

remove, B.

RNP-1 and HNP-2 Refueling Platforms Name: HNP-1 and HNP-2 Refueling Platforms Capacities: Main Hoist - 2,000 lbs.

Frame Mounted Auxiliary Hoist - 1,000 lbs.

Monorail Auxiliary Hoist - 1,000 Hand Operated Winch - 2,000 lbs.

Equipment Designators: F15-E003 (for Unit 1) 2F15-E003 (for Unit 2)

Manufacturer: Stearns-Roger, Denver, Colorado Two identical Refueling Platforms are provided to be used in the handling of fuel bundles and auxiliary tools.

The Refueling Platforms span the reactors and spent fuel pools and run on platform guide tracks embedded in the floor.

They are designed to remove spent fuel bundles fro = the reactor core and transfer them underwater to the spent fuel pool, and also to replace new fuel bundles from their storage area to the reactor core. This is accomplished by the bridge positioning the trolley to any point over the reactor vessel and spent fuel pool and the trolley positioning the main hoist to and point long the length of the bridge. The bridge, trolley and rain hoist are all equipped with remoi read-out positioning indicators which enotte the operator to knew, at all times, the exact location of the I

main hoist fuel grapple in all three (3) axes (X, Y, and X). The specific 1 cads handled by the Refueling Platform over the spent fuel pool include the following:

8

Fuel assembly (including channel).

. 725 lbs.

Channel.

75 lbs.

Control rod.

. 235 lbs.

Fuel sipping equipment 85 lbs.

Defective fuel cannister 175 lbs.

The 2,000 lb. capacity main hoist is mounted on the upper level of the.

operator's cab which in turn is part of the trolley.

It is equipped with two independent brakes to protect the hoisting operation.

Over-hoisting is prevented by providing a geared limit switch, counting' revolutions.

The geared limit switch also provides additional protection when lowering a load by precluding the chance of the drum playing out fully then reverse reeving. The geared limit switch restricts the end of main hoist cable travel from 8' to 56' below the top of the platform tracks.

A tachometer generator is provided to monitor hoist motor speed and protect from overspeed conditions.

Cable load is measured by Dillon mechanical force gauge.

Electrical interlocks on the main hoist operate as follows:

1.

There will be no power at the hoist if the "one rod withdrawn" switch is open and the platform is over the reactor vessel.

2.

The hoist will lower but not raise if the cable end is 8' below the top of the tracks oj; the grapple cable has a 1200 lb. load or greater on it.

3.

T'.e hoist will raise but not lower if the hoist is at " core level",

56' below the top of the tracks or if the hoist has a load of 50 lbs.

cr less on it.

The 1000 lbs capacity " Frame Mounted Auxiliary Hoist" is mounted to the I

top of the trollef and is controlled from the operator's cab.

It is equipped with two (2) independent brakes to protect the hoisting operation, a geared limit switch to monitor and control cable travel.nd a Dillon mechanical force gauge to monitor cable load and provide overload protection.

The end of the Frame Mounted Auxiliary Hois. Cable is restricted by limit switches to operate at any level that is less than 8' below the top of the platform tracks.

Electrical interlocks on the Franc Mounted Auxiliary Hoist operate as follows:

1.

The hoist will lower at all times but will not raise if there is a load of 1000 + 50 lbs on it or if the "one rod withdrawn switch" is open or the bridge is over the reactor vessel.

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The 1,000 lb. capacity Monorail Auxiliary Hoist is suspended f rom the mono-rail trolley which traversed on the IS" vide flange of the upper platform structure and is operated from the walkway opposite the operator's cab.

It is equipped with two (2) independent brakes to protect the hoisting motion, a geared limit switch to monitor and control cable travel and a Dillon rechanical force gauge to monitor cable load and provide overload protectien.

Electrical interlocks on the Monorail Auxiliary Hoist operate as'follows:

1.

The hoist will lower at all times but will not raise if there is a load of 1000 + 50 lbs. on it or if the "one rod withdrawn switch" is open or the bridge is over the reactor vessel.

2.

There are no conditions when the monorail traversing power is blocked.

Electrical interlocks on the platform bridge operate as follows:

1.

Reverse power is blocked if the mode switch is in " start-up" or the bridge is over the reactor vessel and if the "one rod withdrawn" switch is open or the bridge is over the reactor vessel coupled with cne of the following three (3) conditions:

a.

eain hoist cable end lower than 8' from below the top of the platform tracks or has a load greater than 485 lbs.

b.

a load greater than 400 lbs. on the Frame Mounted Auxiliary Hoist c.

a load greater than 400 lbs. on the Monorail Auxiliary Hoist.

An analysis was performed by General Electric (G.E.) to evaluate the effects of dropping a spent fuel module in the spent fuel pool. The G.E. analysis is titled "Edwin I. Hatch Nuclear Plant, Units 1 and 2: Spent Fuel Fool Modification."

The effects of dropping a fuel assembly from 27" above the spent fuel racks was analyzed with respect to rack and fuel damage and a change in K,ff of the spent fuel pool.

The structural analysis indicates that some localized fuel assembly damage will occur but in all cases the overall reactivity, K,ff, remains less than 0.90.

C.

HNP-2 Reactor Buildinc Overhead Crane Name: HNP-2 Reactor Building Overhead Crane Type :

Electric Overhead Traveling Crane Capacity: Main Holst:

125 tons Auxiliary Hoist:

7b tons Equip ent Designator: MPL # 2T31-E005 Manufacturer: Harnishfeger Corporation, Milwaukee, Wisconsin 10

The hNF-2 reactor building overhead cranc is an electric overhead traveling crane located at the 256' icvel of the reactor building refueling flocr.

It is similar in design and constructicn to the HNP-1 overhead crane.

The design rated capacity is 125 tons and all components have been designed with a mini =um safety factor in excess of 5.

Two, balanced, twelve part reeving systems are provided for reeving system redundancy.

The dual arrangement consists of two separate load sharing wire cables reeved side-by-side through the upper and lower block sheaves. An equalizer bar is mounted between the upper sheaves to compensate for differences in rope length and ensure equalization of the load in the ropes.

The hoisting operation is protected by a regenerative braking system and by two holding brakes on the hoist motor.

The regeperative brake system is a static stepless control type which prevents overspeed and is used to regulate load lowering speed.

The brakes are a safety, auto-matic type, which lock should power fail and are only released when the system is energized.

Either brake will stop and hold the rated load.

Each is sized to 150% full load motor torque.

Trolley and bridge travel are also protected by a regenerative brake and holding brake system which lock should power fail and must be energized for operations.

The regenerative brake is a static, stepless control used to control travel speed. The brake systems are sized to 150% full Icad motor torque.

The system utilizes redundant limit switches to prevent a 'two blocking" l

accident, a geared limit switch (driven by the drum shaft) to prevent overheisting, and ther=al overload protection to prevent motor stalling torque.

There are no electrical or mechanical interlocks to prevent main hoist travel over the spent fuel pool.

The Unit 2 overhead crane is not considered to be single-failure proef, In order to be in complete compliance with NUREG 0612 it would be necessary to remove or upgrade this crane.

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D.

HNP_-1 Spent Fuel Fool Jib Crane Name: HNP-1 Spent Fuel Pool Jib Crane Type: Base Mounted Motor Driven Pillar Type Jib Crane Capacity:

ton Equipment Designator: MPL # T31-E004 Manufacturer:

Yale, Forest City, Arkansas The HNP-1 spent fuel pool jib crane is used to assist fuel assembly movement in the spent fuel pool.

The jib has a 16 foot span, the track is located 10 feet above the refueling floor, and the trolicy has 13 feet of travel. The crane een lift at 9 or 28 feet per minute. The hoisting operation is protected by a rotary driven limit switch ad a Dalton overload safety device which is set at 120% capacity.

This crane is not single-failure proof. To be in complete compliance with NURIG 0612 it would be necessary to immobilize, remove, or upgrade this crane.

E.

HNP-2 Spent Fuel Pool __ Jib Crane Name:

HNP-2 Spent Fuel Pool Jib Crane Type: Base Mounted Motor Driven Pillar Type Jib Crane Capacity:

ton Equipment Designator:

2T31-E004 Manufacturer:

Harnischfeger Corporation, Milwaukee, Wiscor.31n The E;P-2 spent fuel pool jib crane is used to assist fuel assembly movement in the spect fuel pool. The jib has a 16 foot span, the track is located l

l 7 feet above the refueling floor, and the trolley has 10 feet, 8 inches l

of travel. The crane utili:es 2 part single reeving with k inch wire l

rope.

It lifts at 7 or 20 feet per minute. The hoisting operation is protected by redundant limit switches. One geared and one hairpin I

limit switch prevent over-hoisting.

Dual Dillon mechanical deflection type overload switches are set at 400 and 1000 lbs.

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This crane is net single-failure proof. To be in complete complaince with NUREG 0612 it would be necessary to immobilize, remove, or upgrade this crane.

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III. RESPOSSE TO ENCLOSURE (3), SECTION 2.3 " SPECIFIC REQUIREMENTS FOR OVERHEAD HANDLING SYSTEMS OPERATING IN PLANT AREAS CONTAININC EQUIPMENT REQUIRED FOR REACTOR ShCIDO*a'N, DECAY HEAT REMOVAL OR SPENT FUEL COOLING."

A systematic evaluation of all overhead load handling systems was undertaken to review areas in both plants where a load drop could result in damage to equipment required for safe shutdewn or decay heat removal.

Each overhead load handling system was identified and it's load path determined. Using the predetermined load path, a system walkdown was performed to visually locate and identify all plant equipment in each load path. The plant equipment identified included components, instruments,

  • electrical panels, cable trays, pipe and valves. Each item of plant equipment was evaluated to determine if damage from a load drop could prevent achieving and maintaining a cold shutdown condition.

All of the overhead load handling syste=s analyzed were determined to have no impact on plant equipment essential to achieve and maintain cold shut-dewn because of sufficient physical separation, use of redundant RHR and Core Spray systems,and some lift height restrictions.

The results of the walkdown and evaluation are tabulated in enclosure (1) of this report.

The hazard elimination categories utilized in enclosure (1) are identified as follows:

A.

Crane travel for this scea/ load combination prohibited by electrical interlocks or mechanical stops.

B.

System redundancy and separation precludes loss of capability of system to perform it's safety-related function following this load drop in this area.

C.

Site-specific considerations eliminate the need to consider load / equipment combination.

D.

Likelihood of handling system failure for this load is extremely small (i.e. section 3.1.6 NUREG 0612 satisfied).

E.

Analysis demonstrates that crane failure and load drop will not damage safety-related equipment.

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Encl. 1 Sheet P CRANE HNP-1 HPCI Pump and Turbine lloist MPL Number T31-F00ll HNP-1 Reactor Bldg., HFCI Room.

Monorail Elevation:

125' 9\\".

10C ATION IMPACT AREA HNP-l Reac tor Bldg., llPCI Roem.

Monorail Runs East / West From RG to RL.

Honorail Located

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Between R1 and R2.

Minimum t.oad Path Width = +

3'.

LOADS TAPCET t OCATION

  • SAFETY RFl.ATFD EQUIPMENT HAZARD ELIMIN ATION CAT.

HFCI Turbine: 21.000 lbs.

87' RC/R1 E41-F025: Baromettic Condenser Condensate Pump Disclearge Drain Isolation Valve B

HPCI Pump: 6200 lbs.

E41-F026:

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87' RH/R1 (Condutt) ESS-2-3161:

IIPCI System Electrical (Condult) ESS-2-3162:

(Condu t t) ESS-2-31* *s (Condult) ESS-2-3196 87' RC/R1 E41-COO 2: HPCT Turb'ine 91' RL/R2 E41-N018: HFCI Turbine Exhaunt Drain Pot liigh Level 87' RJ/R2 E41-F059: Cooling Water Supply Valve 94' RH/R1 E41-r007: IIPCI Pump outboard Diacharge VaJve 103' Ril/R2 E41-F008: Test Bypass Valve to Condensate Storage 13' Rit/R1 (tray) RDA6-Oll HPCI System Electrical 4

94' RC/R1 (tray) RKA8-01: Reactor Building IIVAC Electrical

  • Example: (Typical of All Sheets) 87' RC/RI 87' = target elevation RC/R1 = row / column line

a Encl. I Sheet 2 CRANE HNP-1 PilR Pump

'B' and 'D' and Core Spray Pump

'B' linis t IDCATION imp-1 Reactor Bldg., Northeast Corner Room.

Monorail Elevation:

150'.

IMPACT AREA HNP-1 Reactor Bldg., Mortheast Cnrner Room.

Monorail Runs North / South From R2 to R4 located Between RG and RL. Min. Inad Path Width: + 5\\'

LOADS TARCET LOCATION SAFETY-RELATED F.QUlrMENT HAZARD ELlHINATION CAT.

Cors Spray Pump 'B' 87' RL/R2 E21-F035B: Core Spray Pemp *B' Casing Drain valve B

wt. 12,690 lbs.

87' RL/R2 E21-F0348: Core Sprey Pump 'B' Casing Drain Valve t

87' RL/R2 E21-F0168: Core Spray Pump 'B' Casing Vent Valve 87' RL/R2 E21-r0098: Core Spray Pump 'B' casing Vent valve 90' RL/R2 E21-F0698: Jockey Pump Isolation 87' RL/R2 Equipment And Floor Drain System Drain Line (T45 System) 80' RL/R2 T45-F002: Torus Sump to Floor Drain 87' RL/R2 El l-F014 B: RHR Service Water to the RHR Hx 87' RL/R2 Ell-C0028: R HR Pianp 'B '

87' RL/R2 E21-F003B: Core Spray Pump

'B' DischarRe Check Valve 87' RL/R2 E21-F03tB: Min. Flow Bypass Valve RHR Pump

'D' 87' RL'R3 H21-P019: Core Spray System 'B' Rack wt. 14.440 lbs 87' RL/R3 Il21-P021: RHR Sys tem, Channel

'B' Rack 87' RL/R2 Ell-C002B: RHR Pump

'B' 97' RL/R2 P41-F037D: Inlet RHR Pump Cooler 2D 119' RL/R7 F.ll-N0218:

HIR Pumps

'B' and 'D' Flow

i Encl. I Sheet 3 CRANF ltNP-1 R}lR l' ump ' B' and ' D' and Core Spray Pump

'B' Holst e

LOCATION HNP-1 Reactor Bldg., Northragt Corner Hoom.

Manor.all Flevatten:

150'.

IMPACT AREA HNP-1 Reactpr Bldg., Northeast Corort Room.

Monorail Puns North / South From R2 to F4 located Between RG and RL. Min, lead Path Width: _+ 5%*

LOADS TARCET IDCATION SAFETY-FFl.ATFD t.QUIPMENT HAIARD f LIMINATION CAT.

RHR Pimp

'D' 90' Rt./R2 fil-N011: lix Ser vic e Wat er that. Remove Shut f ewn Sys t em B

wt. 14.440 lbs.

87' RL/R2 P41-F007D:

1" Globe Valve Servlee Water into una rump D 87' RL/R2 P41-FOO8D:

87' RL/R2 E l l-ft 34 B: PilR Pump

'B' Discharpe Cate Valve Service Water out to PHP Pump 158' Rt./R6 Ell-F062:

0.W' Globe Va'.ve Head Spray 1.Inc Tret Connectir.n 87' Rt./RR T41-E0035 FilR Room Cooler 87' RIJR2 Service Water Supply to Cooler 141-E00 3B P.7' RL/R2 RPR Pue'p '?

Discharge-1. i n e 119' RJ/R3 Ell-F026B: RHR Ils

'B' to RCIC 4

RHR Pump

'B' 103' RJ/R2 E21-N0l!B: Jockey Pump

'B' Suction Preggure low wt. 14.400 lbs.

87' RL/R2 F21-R004:

Jorkey Pump Header Freneure A7' RL/R2 Piping to E21-1046 87' RL/R2 E21-C0018: Core Spray Pump

'B' 107' RL/R2 E21-COO 28: Jockey Pump 87' FL/R2 F21-F0608:.forkey Pump C002B Suctton Valve 87' RL/R2 E21-F00 3 A: Spray I' ump ' A' Divharge Check y

Encl. I theet 4 CPANE hhp-1 RHR I%mp

'B' and 'D' and s. ore Spr.1y Puwp *B' Holst IDCATION HNP-1 Reactor E!Jg.,

thrast Corner Roove.

Honorail llevation 15b'.

I?OACT ARLA HNP-1 React or Bldg., Nor tl' east Corner Room.

Monorail Runs North / South From P2 to Rf4 1.ocated Between RC and RL. Nin. Iond Path Width:

+5*

.. - ~

LOCATION SAFETY-REl.ATED IQUll' MENT HAZARD ELIMINATION CAT.

ENR Fump 'B' 87* RL/R2 E21-10158: Test Valve p

wt. l'a.400 lbs.

87' RL/R2 Core Spray Pump 'B' Discharge 1. i n e 87' RL/R2 Ell-F034D: FHR Pump

'D' Digeharge 87' FL/R2 Ell-IV728:

4" Cate Valve 87' RL/R2 Ell-DOO55: Restric tinn Orifice on Discharge of the RHR Pump #D'

!!4' RJ/R2 Ell-F04PB: PHR Heat F> change 'B'.

Pyrass Valve 4,

87' RL/R2 Core Spray rump *B' Min. Flow Lines i

e O

.. _ - - -.. - = -

I i

I i

Enc 1. l, Sheet _5 l

CRANE INP-1 RIR Hea Exchanger "B" floist I

IDCATION HNP-1, Reactor Bldg., NE Corner Roose. Monorail Elevation: 150'3g" IMPACT AREA IMP-1 Reactor Bldg., NE Corner Roose. Monoratl runs North / South from R2 to R4 Honorail located j

between Rit and RL. Ctreular lead Path (Radlus= 7\\' f rom Hz. Q ) Considered Pue to Floor Supports around lirst Enchinger 14 ADS TARGET

  • IDCATION SAFETY REIATED EQUIIHENT IWZARD ELIMINATION CAT.

Rl3 Heat Exchanger 90' RL/R2 E21-F069B: Jockey Pump System leolation B

i wt. 47,000 lbs.

90' RL/R2 E21-F0708: Jockey Pump System Isolation j

98' RL/R3 Ell-F004D: Rim Pump "D" Suction valve ii

]

87' RJ/R2 E21-F0028:

Core Spray Pump "B" Suction from condensate Storage Tank 1

87' RJ/R2 E21-F0015: Core Spray Pimp "B" Suction frase Suppreselon Chamber i

87' RJ/R2 Jockey Pump 111' RJ/R2 E11-N0088: RHR Hx "B"' Level Instrianent j

j 118' RL/R2 (tray) RCB4-01: Redweste, RIR and Core Spray Electrical i

l 97' RJ/R3 Ell-F0025: Rim Service Water to RfR lix. Outlet Isolation 89' RJ/R2 Ell-F004B: RHR Pump "B" Suction Valve i

i 87' RJ/R2 Core Spray Ptap Piping (Suction and Discharge)

I l

118' RL/R2 (tray) RBB8-01: RHR and Core Spray Electrical 97' RJ/R3 Ell-F0068: Shutdown Cooling Isolation valve l

98' RIJR3 Ell-F0318: RlR Pump "B" Discharge Check Valve 4

l 118' Ril/R9 E11-F034D: RI5t' Pump "D" Discharge 87' RIJR2 Rim rump "B" Suction Line 87' RtJR2

. 1-F014B: RIE II Service Water Inlet n

i

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a

i Fncl. I Sheet 6 CRAE ItNP-1 RitR Ileat Exchanger "B" Holst IDCATION IINP-1 Peactor Bldg., NE Corner Roorn. Monorail Elevation: 150' 3%"

~... - -.- -....

IMPACT AREA HNT-1 Reactor Bldg., NE Corner Room. Honorail rtrns North / South frors R2 tn R4 Monorail located between Ril and RL.

Circular Load Path (Radius = 7h' from Itn. Q ) Considered Due to Floor Supports around Heat Excitsnge r IDADS TARGET IDCATION SAFETY REIATED EQUIINEFTT IMZARD ELIMINATION CAT.

RIR liest Exchanger 122' RJ/R2 Ell-N026B: RitR ltx.

"B" Inlet Pressure g

wt. 47,000 lbs.

109' RI./R2 Ell-F079: Process Sample Valve 108' RL/R2 Ell-F0808: Process Sample Valve i

111' Ril/R2 Ell-F068B: RHR Heat Exchanger "B" RilR Service Water Outlet throt tle Valve 87' RL/R2 Condensate Etorage Suction Line to Core Spray Pump "B" 112' RJ/R3 Ell-F003B: RitR lix.

"B" Discharge Valve 112' RJ/R3 (condult)' ESS-2-J025: [ RitR & Core Spray Electrical 87' RL/R2 RIR Service Water to RHR Hz. "B" Line 114' RJ/R2 Ell-F04BB: RHR Hx.

"B" Bypass Valve 114' RJ/R2 (tray) RBA8-01: RitR and Core Spray System Electrical 114' RJ/R2 (tray) RBA8-02: RIIR System Electrical 114' RJ/R2 RIE lix. "B" Bypass Lines 122' RJ/R2 Ell-F103B: RllR lix.

"B" Vent

  • 122' RJ/R2 Ell-F104B: RIR lix. "B" Vent 87' RL/R2 Rim Service Water Inlet to Rim lix. "B" 130' RL/R2

' Ell-N0298: Leak Detection System Temperature Element 87' RL/R2 (tray) RBB8-01: RHR System Electrical M

118' RL/R2 (tray) RCB4 01: Rl[R and Core Spray System Electrical y

-~.-

1 i

6 2

4 i

i 1

1 q

Encl. I Sheet 7 CRANE ICIP-1 Rim Ptsnpa "A" and "C" and Core Spray Pump "A" Iloist IDCATION HNP-1 Reactor Bldg., SE Corner Room. Honorail Elevation:

150'.

l IMPACT AREA IPIP-1 Resctor Ridg., SE Corner Room. Honorell to run from lill to R13 (flor th/ South). Honorail f

to be located between Rit and RL.

Hintetse Load Path: + 5)'.

i 1

1AADS TARGET

{

IDCATION SAFETY RElATED EQtfilHENT IMZARD ELIMINATION CAT.

RIR Ptsap 87' RL/R13 Ell-F014A: RifR Service Water inlet to the RI.R lla A B

wt. 14,400 lbs.

87' RL/R13 E21-F031A: Minimu'a Flow Bypass Valve 87' RL/R13 E11-C002A: RitR Ptunp "A" 1

i )

87' RL/R13 H21-P163: Rectrc. Flow Instrtunent Rack 87' RL/R13 Il21-P018: RHR Instr:.snent Rack Channel "A" t

67' RL/R13 Ell-r034C: Rim Pisap "C" Discharge, 20" Cate Valve 4

1 87' RL/R13 Ell-F034A Rim Pump "A" Discharge, 20" Cate Valve 1

87' RL/R13 Ell-F072A: Rim Ptenp "A" Discharge Line Drain, 4" Cate L

)

87' RL/R13 Ell-P072C RHR Pier:p "C" Discharge Line Drain, 4" Cate 87' RL/P13 Ell-C002C: RHR Pump "C" t

87' RL/R13 (tray) RDA7-01: RitR, Core Spray, and Reactor Building IfVAC Electrical 1

f 87' RL/R13 (tray) RDA7-02:

l I

87' RL/R13 (tray) RCA3-01:

,r 97' RL/R13 (condutt) ESS-1-3257: Control Rod Drive 4tydraulle Electrical i

Core Spray Pump 97' RL/R13 741-N0028: Core Spray and PlfR doom Cooler Service Water Outlet Temp wt. 12,690 lbs.

j

, 92' RJ/R13 Ell-F043A: Core Spray and PHR Syn. Low Pressure Permissive Pressure Switch Iso.

3 Viv.

l l92'RJ/Rll T41-N0208 (and cooler): Core Spray and Rim Pump Room Cooler 2E1 Temp. Switch e

4 1[

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r Fncl. I Sheet 8 j

j CRANE HNP-1 RI0t Pisspo "A" and "C and Core Spray Ptenp "A" Hot et i

IDCATION HNP-1, Reactor Bldg., SE Corner Rocen. Manorail Elevation:

150'.

i i

IMPACT AREA HNP-1 Reactor Bldg., SE Corner Room. Nonorail to run from til to al3 (North / South). Moiwrail j

to be located between RH and RL.

Minimism imod rath: + 5%'.

I IDAT S TARCET.

{

IACATION SAITTY RElATED EQU11NElff HAZARD ELIMINATION CAT.

f-Core Spray Pump 130' RL/R13 Ell-N002A: RitR Service Water ta RHR System &P Instrument R

wt. 12,690 lbs.

}

87' RL/R13 E21-F038A: Jockey I*tsop bae W arge, 2" Cate Valve i

a 114' RJ/R13 Ell-F047A: RHR Hu "A" Inlet Valve a

) i P7' RL/R13 E21-f039At Jockey Pump Discharge IIcader Check Valve 110' RL/R13 T41-N002A: Core Spray and RHR Room Cooler outlet Temperature Switch 1

114' RL/R13 Ell-F048A: RHR Hx "A" Bypass Valve i

114' RL/R13 Line to E21-N002 1

l 87' RL/R13 E21-r015A Test Valve i

t 114' RL/R13 Core Spray Vent Flow Line p

j 4

i i

i 2

i 4

i i

I 4

i i

i e

i i

e Encl. I Sheet 9 CRAN E IINP-1 RHR lleat Exchange 'A' Holst MPL Number: T31-E00lr LOCATION HNP-1 Reactor Bldg., Southeast Corner Room.

Hunorail Elevation: 150' 35" IMPACT AREA HNP-1 Reactor Bldg., Southeast Corner Room.

Honora11 Runs North / South from R!l to R13. Located Between RG and RL.

Nin. Load Path: + 5\\'.

LOADS TARCET LOCATION SAFETY-RFLATED EQUIPMEtiT ltAZARD ELIMINATION CAT.

IoiR Hz. 'A' 87' RL/13 Ell-F002A: R11R Service Water to Hz. Outlet 'asolation, 18" Cate Valve B

wt. 47,000 lbs.

87' HL/R13 Ell-N008A: RllR Hz.

'A' Level Transmitter 87' RL/Rll Ell-Fil2A: RitR llX. 'A' Outlet Line Drain, i " Clobe Valve t

87' RL/R13 Ell-Fil3A: RHR Hx 'A' Outlet Line Drains, 1 " Clobe Valve 87' RL/R13 Ell-F120A: RilR System, 1" Cate Valve Dcmin. Water Supply to the RHR Sve.

Water Inlet Line 87' RI./R13 Ell-F121A R11R System, 1" Cate Valve Demin. Water Supply to the FifR Sve.

Water inlet Line 87' RL/R13 Ell-F014A: RHR Hxt Service Water Inlet, 18" Cate Valve 89' RH/RI3 (Tray) RCD 3-01: RilR System Electrical 89' RH/R13 (Tray) RDB7-01: R11R and Core Spray Electrical 87' RH/Rl3 E21-F002A? Condensate Gtorage Tank to Core Spray System laolation, 14" Cate Valve 87' RL/RI)

Ri!R lix. 'A' Drain Lines ill' RJ/R13 Ell-F068A: RHR Hz. ' A' Tube /Shell RHR Service Water to t he RilR lix Control Viv.

112 lu/R13 Ell-F003A: RIIR lix. 'A' Discharge Valve 109' RL/R13 Ell-F079A: Process Sample Valve 108' El./R13 Ell-F080A: Process Sample Valve 4

i Emcl. I Sheet 10 CRANE HNP-1 RHR Heat Exchanger

'A' Holst MPL Number: T31-E00lP LOCATION 13NP-l' Re.v tor Bldg., Sout heas t Corner Room.

Monorail Elevatlon 150' 3\\"

IMPACT AREA HNP-1 Reactor Bldg., Southeast Corner Prom.

Menorail Puns North / South fren R11 to R13. located Between RC and RL.

Mln. losil Path; + S '3" LOADS TARGET,

IK ATION SAFETY-Ril.ATED EQHIIVENT HA2ARD F11MINATION CAT.

PHR 4x.

'A' 114' RJ/Rl3 RER Hx

'A' Outlet B

vt. 47,000 lbs.

114' RJ/R13 Ell-FD4 8 A: RHR fix

'A' Bypass Valve 87' RL/R13 T31-B002A: Core Spray and r"9 Pump Room Cooler i

112' Rl/Ril (Tray) RDA7-02 122' RJ/R13 Eli-F104A: RHR Hz 'A' Vent 89' Rll/R13 (Tray) RDB7-01 90' RJi/R13 (Tray) RCB3-01

<r e

6 Encl. 1 Sheet 11 CRAhE HST-1 Rectre 110 tor MC Set

'A' lloist MPl. Number: T31-E00lD LOCATION IINP-1 Peactor Bldg. at 158' Level. Honorail Elevat8on:

176' 11\\"

IMPACT APEA HNP-1 Penetor Bld. at 158' l.evel.

Monorail Runs East / West from RH to RL.

Monorail Located Between R

Ril and R13. Min. load Path Width: -+ 3 '.

1.0 ADS TARGET IDCATION SAFETY-REI.ATED EQUll'MFNT H AZARD ELIMINATION CAT.

MC Set ut. 36,750 lbs.

130' RT/R3 Control Rod Drive Hydraulle Units Incated on 130' l.evel Directly Beneath E

MG Sets t

t G

i Encl.1 Sheet *12 I

CRANE IDIP-1 Rectre Motor MG Set "B" Iloist MI't. Nunt>er : T31-E001E

.. j....._

. _ _. -. _...~_._.

IDCATION

'lDiP-1 Reactor Bldg. at 158' l.evel.

Monorail Elevation:

176' lli" j

1

_.._.e.

IMPACT ARF.A ILNP-1 Meactor BldR., at 158' level. Monorail runs East / West f rove RB te P F.

Monorail located j

between Ril and R12.

I IDADS TARGET

!LCATION SAFETY RElATED EQtr!IHENT IIAZARD ELIMINATION CAT.

j

%~

-~

~

~

MG Set 130' RF/R3 Control Rod Drive lfydraulle Units Located on 130' Level Directly Benentti MG Seta.

E wt. 16,750 lbs.

i l

I 0

I

.______._.m.

i s

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Encl.1 Sheet 13 l

L

=

CRANE ItPIP-2 CRD Purnp and flatch floist MPL Nurnher 2145 4 006 IDCATION HNP-2 Reactor Bldg., SW Corner Room. Honorail Elevation: 155' 6" l

IMPACT AREA HNP-2 Reactor Bldg., SW Corner Room. Honorail runs North / South from R23 to R24 Honorail located u

l between RA and BB.

Minimima lead Path Width: +5'.

Maximwn liook Travel 45' 2".

~~

t i

IDADS TARCET IDCATION SAFETY RElATED EQUllMNT HAZARD ELDetNATION CAT.

j c

l CRD Purnp 87' RA/R23 (tray) 2 RIB 661: Power Range Neutron Monitoring Electrical B

vt. 5,700 lbs.

i

(

87' RA/R23 (tray) 2R2A511: Power Range Neutron Monitoring Electrical i

4 f

87' RA/R23 (tray) 2E25855: No Essential Cables t

i, 87' RA/R23 (tray) 2JEZ019: No Essential Cables 7

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f Enc l.1 Sheet 14 I

CRANE IINP-2 RCIC Pump. Turbine, and Hetch Ilotnt Mrl Number 2t/ 5-EOl6 IDCATION ItNP-2 Reactor BldR., FM Corner Poom.

Monorail Elevation:

156' 10**

N.

IMPACT AREA I!NP-2 Reactor Bli!g., fM Corner Poom.

Monorail Rtms North / South from R14 to R17. Monorail located N.

Between RA and RB.

Hintmtan load Path Width: +

7'.

'TARGEi' IDADS toCATinK SAFTTY REIATED EQtrilHENT HAZARD ELIMINATION CAT.

RCIC Pump and Turbine 87' Rf)R*5 (condult) 2El5739: HCIC System Electrient a

Ptamp wt. 4,800 lbs.

Turbine 87' RL/R15 (tray) 2RBC5-01:

wt. 4,700 lbs.

87' RL/R15 (tray) 2RBA5-02:

87' RL/RIS (tray) 2RBA7-02:

e 0

l 1

i 4

a Encl. I Sheet 15 HNP-2 Core Spray Pump ' A' Holt.e MPL Number 2145-0017 A CRANE

._m___e___.___

IINP-2 Reac tor Bldg., Northennt Corner Room.

Monorail Elevation:

151' 7".

LfCATION HNP-2 Reactor Bldg., Nortleast Corner. Monorail Rung East / West f rom RJ t o R L.

Located lietween IMPACT AREA F14 and R15. Min. Imad Pat h W1.lth:

+6'.

TARGET 4

11AZARD FLIMINATION CA7.

LOADS SAFETYERLIATED EQUIPMTNT LOCATION B

87' FL/R14 2 E21-ISO 9 A: Core Spray Pump Cas trg Drain Valve t

Core Spray Pump and 87' RL/R14 H21-P163: Neutron Monitoring System Elect rical Motor wt. 12.690 lbs.

87' RL/R14 2H21-P001: Core Spray System Electrical 87' RL/R14 H21-P160: Core Spray System Electrical Core Spray l' ump Discharge Line Relief Valve 87' RL/R14 2E21-F012A:

87' EL/R13 2E21-F063A: Jockey Pump

'A' Min. Flow Line Check Val e e

87' FL/R14 2E21-F064A: Jock'ey Pump ' A*, Min. Flow Globe Valve 87' EL/R14 2E21-TU-DOO5A: Jockey Pump 'A' Min Flow Line Restriction Oriftte 87' RL/R14 2E21-F045A: Jockey Pump ' A' Discharge Line Flush Connection Imolation Valve Inolation Valve 87' RL/Rl4 2F21-IV46A: Jockey Pump ' A' Dist.har ge Line Flush Connec t icn 87' RL/R14 2E21-F038A: Jockey Pump 'A' Discharge Cate Valve 87' RL/R14 2E21-F062A: Jockey Pump ' A' Discharge Clohe Valve 87' RL/R14 2E21-IV53A: Jorney Pump

'A' Discharge Chect Valve 87' RL/R14 2E21-1061 A: Jockey Pump 'A' Discharge Chi 4 Valve

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Encl. I Sheet 16 CDANE HNp-2 F11R Purse ' A' llois t MPL Nsuber: 2L45-E 015 A IDCAT10*4 HNP-2 Reac tor Bldg., Wrtheast Corner. Monorail Elevation:

151' 3 *'

e IMPACT AREA UhP-2 Reactor Bldg., Northeast Corner. Ponorail Rune East / Vest f rom R J to FL.

Menorail Located Between R14 and R15. Min. tril Pith Width-f+

LOADS TARCET LOCATION SAFE m RF1.ATED EQUID 7NT HAZARD ELIMINATION CAT.

RHR Puep 87* FL/Pl4 2E21-C003A: Jockey Pump

'A' wt. 14.400 It,s.

P 87' pl/R14 2E21-F000A: Core Spray Puwp Casing Drain 87* RL/R14 2E21-F010A: Core Spray Puep Min. Flow Line Isolation Clove talve 87' RL/R14 2Fil-N021A: FilR System Flow Switch (Operates Min. Flow Valve) 87' RJ/RI4 2E!*-F008A: shutdown Contine, Isolation valve 87' EL'/Ria

2 Ell-F0lSC
FllR Purp

'C' Min. Flow Line isolation Valve 87' RL/M 4 2 Ell-F030A: EHR Tump

'A' Suction Line Isolatten Valve 87' KL/Rio 2 Ell-Fil2A: P}tR HX.

'A' Outlet lir.e Drain 87' RI./P14 2 Ell-Fil3A: 6:HR Hz.

'A' Outlet Line Drain 97' RL/R14 (Tray) 2E!6150: Core Spray Electrical 97' RL/Rl4 (Tray) 2E1610): PHR System Electrical 97* FL/R14 (Trav) 2E26283: FilR System Elect rical 97* PL/R14 (Tray) 2F26126: RHR System Electrical 87* PL/R14 2 Ell-FI30A: FHR Train

'A' Nin. Flow Line Test Cc.nnection 87' RL/R14 2 Ell-F0llA: PHR Train

'A' Min. Flow Line Isolation Valve

'R7' R!/R14 2 Ell-F03tA. EHR rump

'A' Discharge Check Valve t

-. -.. -. ~ -.

- - ~ ~. - - - - -

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Encl. I Sheet li

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i l

i CRANE HNP-2 R11R Fump 'A' Holst MPL Ntasber: 2L45-E015A 4..

. 3.. _. 7 j

LOCATION HNP-2' Reactor Bldg., Northeast Corner. Monorail Elevation: 151' 3

g '

IMPACT AREA HNP-2 Reactor Bldg., Northeast Corner. Nonorail Rune East / West from RJ to RL.

Monorail Located i

}

Between Rio and RIS. Hin. toad Path Width:

  • b '.

j

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k LOADS TARCET.

N IDCATION SAFETY-RELATED EQUIPMENT HAZARD ELIMINATION CAT.

RHR Pump 87' RL/R14 2 El l-F034 A: RHR Pump

'A' Discharge Cate Valve a

wt. 14.400 lbe.

l i

87' RL/R14 2 Ell-F046C: RHR Pump 'C' Min. Flow Line Check Valve f

i I

87' RL/Rl4 2 Ell-F071A: RHR Pump 'A' Suction Line Drain Isolation V.11ve

[

j 106' RL/Rl5 (condutt) 2E16137: RilR System Electrical i

l 87' RL/RI4 2 E11-FD72C: RHR Pump 'C' Discharge Line Drain l

j s

i 90' RL/R14 RER Pump 'C' Discharge Line I

j 99' RL/RIS (Conduft) 2E16141: RHR System Electrical j

99' RL/R15 (Coniutt)2E16140: RHR System Elect rical I

l

+

l 92' RL/RIS (Conduit) 2E16I45: Core Spray System Electrical t

i j

95' RL/Rl5 (condu!t) 2E16149: RHR System Flectrical j

113' RL/R14 2P41-NOO3C: RHR Pump Room Cooler Discharge Temp. Flement L

l 87' RL/R14 Suction Iine: RHR Pump

'A' Trom Torus and f rom Recirc. Line 87' RL/R14 2 Ell-F132A: Test valve. RHR Pump 'C'. Suction from Suppression Pool p

87' RL/R14 2 Ell-TV06C: RHR rump 'C' Section from Suppression Pook Isonstion Valve I

a

! 87' RL/R14 2 Ell-F034A: RHR Pump 'A' Discharge Line Isolation Valve 1

I 4

I j

. 87' RL/R14 2 Ell-F006A: RHd Pump

'A' Suction Line Isolation Valve

(

,7 J'

}

I i

l 1

r i

i

)

b 3

t I

Encl. I Sheet 18 CRANE HNP-2 FilR Tump

'A' Holst MPL Number: 2L45-E015A 1.OCAT10N HNP-2' Reac tor Bldg., Northeast Corner. Monorail Elevation: 151' 3" HNP-2 Reactor Bldg., Northeast Corner. Monorail Runs East / West f rom RJ tn FL.

Monorail Located IMPACT AREA Between El4 and R15.

Hin. ta.a 1 Path Wlittti:

4 6 *.

SATFTY-PFLATED FQUlIW NT HLIAPD ELIMINATION CAT.

IDCATION 113' Rt./R14 2P41-60llB: Service Water Inlet Isolat t en Valve f or Cooler 2T41-B003R S

PJtR Fump ct. 14,400 lbs.

113' BL/R14 2P41-F039B: Service Water Inlet isolat icm Valve for Cooler 2T41-B0035 97' RL/R14 (Condult) 2r16102: Core Spray System Flect ric al 97' RL/Rl4 (Condult) 2E16103: RitR System Electrical 97' RI./R14 (Condult) 2E16104: RHR System Electrical 123' PL/RIS (Condult) 2Elbl05: Core Spray Electrical 6

97' RL/R14 (Condult) 2E16101: R!!R and Core-Spray Electrical 87' RL/Rl4 2E21-F04RA: Jockey Pump Discharge 1.ine, Min. Flow I.ine Isolation Valve 87' RL/R14 2E21-F049A: Jockey Purp Discharge Line, Min. Flow Line, Test Connection isolation Valve 87' RL/R14 2E21-F044A: Jockey Pump Discharge Line, Min. Flow Line. Tert Connection Throttle Valve 87' RL/Rl4 (Condult) 2E16 359: Non-essential Cables 123' RI./R15 (Condult) 2El6106: Core Spray Electrical 114' RJ/dl4 (Tray) 2PAE7-01:

RHR, Core Spray, Service Water Cooling, and Pecembiner Electrical 116' RJ/Ria (Tray) 2RA03-01:

RHR, Core Spray and Percebiner System Electrical 87' PL/RIS 2P52-P23: Instrument Air System Component y

y

i Encl. I Sheet 39 CRANE HNP-2 EllR Pump ' A' Holst MPL Number: 2L45-E015A o

LOCATION HNP-2 Reactor Bldg. Northeast Corner. Honorail Elevation:

151' 3" IMPACT ARIA IINP-2 Reactor Bldg., Nor theast Corner. Honorail Runs East / West f rtna R J t o RL.

Monorail lecated Between R14 and RIS.

Min. I,ad Path:

+6'.

LOADS TARCF.T ltAZARD ELIMINATION CAT.

IDCATION SAFETY-RFl.ATED FQUllHENT

~

RJfR Pump 87' RL/RIS 2 Ell-NO30A: Leak Detection Syrtem T.E. (Rona Ambient Terp. Sensor)

B wt. 14.A00 lbs.

87* RL/R14 2 Ell-N009A: Leak Detection System T.E. (Room Ambient Tew. Sensor) 87' RL/R14 2P41-TE-N005: EliR and Core Spray Pump Room Coolers Temp. Fensor 87' RL/K14 (Junction Box) 2JE1002: No Essential Circuits 87' RL/R14 2T41-B003A: RllR Pump Room Cooler Unit 118' BL/Pl4 2P41-TE-N019A: Jockey Pump Cooling Water Digcharge Temr. Element 87' RL/R14 2T49-F006A: FifR Cooling Water inlet to the Recomhtner 87' RL/R14 RHR Ileat Exchanger

'A' Bypass L1ne

't 87' RL/R14 2 Ell-F055A: Relief Valve. R11R lix. Ostlet v

[

4 t

t Encl. I Sheet 20 l

I CRANE HNP-2 RHR Pump 'C' Holst MPL Number: 2L45-E01',A LOCATION HNP-2' Reactor Bldg., Northeast Corner. Monorail Elevation: 151' 3" t

IMPACT APEA HNP-2 Reactor Bldg., Northeast Cntmer. Monorail Runs East / West from RJ tn RL.

Monorail located Between Rle and R15. Min. lead Path Width:

+6',

r 1.OADS TARCET f

14 CAT 10PI SArE1T-RElJLTED EGilfttENT HA2APD ELIMINATION CAT.

RHR Pump 87' RL/RI?,

2Est-F03tA: RHR Pump

'A' Discharge Check Valve B

I

[

wt. 14,400 lbs.

87' RL/R14 2E21-N012A: Jockey Pump '2A' and 3A' Pressure Switch 87' RL/R14 2F.21-N011 A: Jockey Puwp '2A' and '3A' Fressure Switch i

t 87' RL/R14 2E21-R004A: Jockey Pumps '2A' ar.d '3A' Discharge l

87' RL/R14 L'E41-roll : HPCI Test Line to the Condensate Storage Tank Isolation l

87' RL/Rl4 2 Ell-FD30C: RHR rug 'C' Suction Check Valve 107' RLfRl5 (Condott) 2E26118: Safeguard Cooling System Electrical 6

107' RL/RIS (condutt) 2E26109: Safeguard cooling System Electrical f

97' RL/ R14 (Condult) 2E16103: RHR System Electrical t

97' RL/Rle (Condult) 2E16134: Core Spray System Electrical 97' RLf Rio (Condult) 2E16135: RHR System Electrical

[

87' RL/RIS RHR Pump 'C' Suction Line f rom Torus and Decirc Line I

87' RL/Rl4 2 Ell-F07tC: RHR Pump

'C', Suction Line Drain.

97' RL/Rl4 (Junction Box) 2JE1001: RHR and Core Spray System Electrical 109' RJ/RIS (Condult) 2E16168: RHR System Electrical 87' RL/ R14 (Condult)2E16172: Core Spray System Electrical f

E 1

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Fncl. I Sheet 28 CRANE HNP-2 RHR Pump

'C' Holst MPL Nianber: 2L45-E015A IOCATION HNP-2 Reactor Bldg., Northeast Corner. Monorail F!evation: 151' 3" 1,

j IMPACT AREA HNP-2 Reactor Bldg., Northeast Corner. Monorail Rune East / West from RJ to RL.

Monorail located Between R14 and RIS. Min. l.oad Path Width: f6'.

LOADS TARCET IDCATION SAFETY-RELATED F.QUIPMENT HAZARD ELIMINATION CAT.

l RHR Pump 87' RL/R14 2 Ell-F007A: RHR Pump

'A' Min. Flow Isolation Valve B

wt. 14,400 lbs.

f 87'*RL/Rl4 2 Ell-F069A: RHR System. Drain to Rad. Wante Isolation Valve 87' RL/R14 (Tray) 2RAF7-01: RHR, Core Spray and Jockey Pumps Electrical

1 107' RL/R15 (Condult) 2L.~ s39
Service Water Electrical 113' RJ/RI5 2T41-B0038: RilR Room Cooler l

87' RL/R14 2El!-F003A: RHR lix. 'A' Outlet Valve 87' RL/Rt4 2 Ell-F048A: RilR lix.

'A' Bypass Valve 98.' RL/R14 2 Ell-1053A: RHR Hz

'A' Condensate Outlet 87' RL/R14 2Cll-F026A: Steam Condensing Mode, Condensate Line Isolation Valve 87' RL/RJ4 2 Ell-F079A: RHR Sample ? ine slolation Valve 1

87' RL/R14 2 Ell-F080A: RilR Sample Line Isolation Valve 87' ML/R14 2 El l-II)54 A: Steam condensinR Mode Condensate Line Check valve 113' RJ/R15 2T41-N0215: 'RilR k>om Cooler Outlet Temp. Switch i

87' RL/R14 2 Ell-F04 %: RHR lix. 'A' Inlet Isolation Valve 87' RL/RI4 2 Ell-F014A: RHR Hx

'A' Service Water Inlet Valve 87' RL/R14 2 Ell-F068A: Flow Control Valve (RllR Hx 'h' Service Water Outlet Valve)

<i 3

~'

i i

Encl. I !,hret 22 CRANE HNP-2 RHR Pump 'C' lloist H 1. Nun:l'er 2L45-C015A LOCATION HNP-2 Reactor Bldg. Northeast Corner. Honora11 Elevation:

351' 3**

IMPACT APfA HNP-2 Reactor BliR. Northeast Corner. Honorail Funs East / West from RJ to RL.

Honorail located Between R14 and R15.

Pin. load Path Width:

46' LEADS TARCET IK ATION SAFETY-RF1.ATFD FQt!IPMEFf HAZAPD ELIMINATION CAT.

PJiR Pump 87' PL/H14 2 Ell-TE-N005A: 311R Hx 'A' Discharge Temp. Element (Service Water)

B wt. 14,400 lbs.

{

109' RJ/Pl5 (Junction Box) 2JE1004: P11R and Core Sprav Electrical 95' RJ/R15 (Tray) 2RAC3-02: RHR and Core Spray Electrical 87 RL/R14 (Tray) 2 RAD 7002: RilR and Core Spray Electrical 87' RL/R14 2E21-F015A: Core Spray Test Line Isolation Valve y

113' IU/RIS 2P41-F0llA: Service Water Inlet Isolation Valve for Cooler 2T41-B003B I

_ _ _._ _ _ ~ _.__

i 4

e 4

e l

4 I

j fncl. I Sheet 23 l

CRANE Hb/-2 RHR fleat Exchanger ' A' ;;oist MPL Number: 2L45:E018A I

trC4 TION HNP-2 Reartnr Bldg., Northeast Corner lloist Elevation:

155' 6".

IMPACT AFIA HNP-2 Reactor Bldg. Northeast Corner Room. No t4onorail Holst Only Incated at Approximate Intersection of Ill and Rl4 Circuler Load Path was Considered (Rad!us - 3' f rom lix [) Due to Floor Supports Surrounding llent Exchanger i

1 1 DADS TARGET i

LtC ATION SAFETY-RELATED I'QUIPMENT HAZARD ELIMINATION CAT.

j RHR Hz 110' RJ/R15 2T41-B002: CRD EquiPnert Area Cooling Unit B

wt. 47,000 lbs.

110' RJ/RIS (Tray) 2R27-5009: Drywell Cooling Electrical 110' RJ/R15 (Tray) 2R27-S007: Drywell Cooling Electrical 110' RJ/R15 Conduit to Trays 2 RAD 9-01 and 2RC07-01: No Essential Circuits 1

87' RJ/R15 2 Ell-F075A: RIIR Service Water to RHR System C oss Tic Isolation Valve 97' RJ/RIS 2 Ell-F002A: RHR Service Water to RUR lix 'A' Outlet Isolation 97' RJ/RI5 2 Ell-N008: RilR Hx 'A' l.evel Transmitter 87' RJ/RIS (Tray) 2RAE3-01: RHR and Core Spray Flectrical 87' RJ/RIS 2 Ell-F013A: HHH Pump

'A' Vent 87' RJ/RIS 2 Ell-F104A: RHR Pump

'A' Vent 97' RL/R14 (Conduit) 2JE1012: No Essential Circuits 87' RL/R14 HPCI Steam Line 87' RL/R14 2 Ell-F051A: RHR Hx,

'A' Steam Inlet Isolation 87' RL/R14 2 Ell-NO26A: RHR Ux. 'A' Steam Inlet Pressure Transmitter

't s.

-,e

Encl. I Sheet 24 CRANE I!NP-2 Core Spray Pump

'B' Ifolst MT'L Numbet : 2L45-E0178 HNP-2 Reactor Bldg., Southeast Corner. Monrail Elevation:

151' 7" IDCA TION IINP-2 Reactor Bldg., Southeast Corner Room.

Monorail Runs East / West from RJ to RL.

Honorali IMPACT AREA located Between R23 and R24.

Nin. load Path Witth:

+5' LOADS TARCET lxCATION SAIETY-FFIATED FQtJIPMTNT llAZARD ELIMINATION CAT.

Core Spray Pump 87'RJ/R24 2H21-P019: Core Spray Systra Electrical B

cad Motor wt. 12.690 lbs.

87' RL/R24 2E21-F010A: Core Spray Pump. Min. Flow Line Isolacion Globe Valve 87' RL/R24 21121-r021: kHR System Electrical 87' RL/R24 2 Ell-FV18B: RHR Pump 'B' Min. Flow Line Isolation Valve 87' RL/R24 2 Ell-F046B: RHR Pump 'B' Min. Flev Line Check Valve 87' RL/R24 (Conduit) 2E26311: RitR and Core Spray System Electrical 87' RL/R24 2 Ell-F034D: RllR ' rump 'D' Discharge Cate Valve 87' RL/R24 2G51-F017: Torus tiratnage and Purification System. Torus Water Make-up Isolation 87' RL/R24 2C51-FT)l3: Torus Drainage and Purification System. Torus Vater Make-up Isolation 87' RL/R24 2 Ell-F023B: llead Spray Isolation valve 87' RL/R24 2 E21-FT)02R : Condensate Storage Tank to Core Spray System Isolaticm 87' RI./R24 2T41-B002D: RHR Room Cooler

'B' Inlet Imolation Valve

!,97'RJ/R24 2 Ell-F0558: Relief Valve. EllR Ifx.

'B' Outlet

,r I

Encl. I Sheet 23 CRANE ilNP-2 Core Spray Pump

'B' ilo i s t MPI. Number: 2L4 5-1.0 l 7ll IDCATION llNP-2 Reactor Bldg., Southeast Corner. Monrail Elevatlon:

151' 7".

L r_.

IMPACT ARIA HNP-2 Reactor Ridg., Southeast Corner Room.

Honorail Runs East / West from R.! to RL.

Menorail loc ated Be tween R2 3 and R24.

Min. Ioa 1 Pat h Widtli: iS'.

s LOADS TARCET ltA7ARD FLIMINATION CAT.

S Al'E1Y-Ri l _AT ED EQUI PMENT_ ____..

IJC ATION Core Spray Pump 97' RJ/R24 RHR Pump Discharge to PIIR lix.

Il

{

end Motor wt. 12,690 lbs.

97' RJ/R24 2T41-l'002 A : R!lR Room Cooler i

En

  • S I

I o

l INP-2 Rl!R rump "D" lloi st MPL Nunber: 2iA5-E015C Enc 1,1 Sheet 26 CRATE IDCs flON HNP-2 Re sctor Bldg., SE Corner. Monorail Elevation: 151'3"

- - - - - - - - - - - - - ~ ~

IMPACT AREA IINP-2 Reactor Bldg., SE Corner Room. Monorail runs East / West from RJ to RI..

Monorail In<ated lietween R2] and R24 Minimum load Path; i 6'.

14 ADS

. TARGET IDCATION i

SA ETY RELATFD EQLflrMENT IIAZARD ELIMINATION CAT.

RHR Pump 97' RJ/R24 l (tray) 2R27-SO93 we. 14,400 lbs.

n 87' R L/R24 2E21-F0315: Core Spray Pump "B", Minimisn Flow Line Isolation Valve 87' Rt./R24 2 Ell-N071: RHR Service Water Finv Element 87' RL/R24 2C82-tiOOI : RIIR System Flow to Remote Shutdown System

\\

87* RIJR24 2 Ell-F0180: Rim Pianp "D" Hinimten Flow Line Isolation Valve 97' RL/R24 2 Ell-N021B:

RilR System Flow Switch (operates minimum flow valve) 87' RL/R24 2 Ell-F046D: RitR Pump "C" Minimum Flow Line Check Valve I

t 87' RL/R24 [ 2 Ell-F069D: Rim System Drain to itadwaste Isolation Valve 87' RL/R24 (tray) 2RBFB-01: Rim and Core Spray System Electrical i

8 7' R L/R 24 ' 2 Ell-F002B: RifR Service Water To RIIR ltx. Outlet Isolation Valve 87' RL/R24 2 Ell-F004B: RitR Finnp "B" Suction from Suppression Pool Isolation Valve l RitR Pump "B" Suction Line-From Torus and Rectre 87' RL/R24 i

. Line I

87' RL/R24 2 Ell-F071B: RitR Pump "B" Suction Line, Drain Isolation Valve I

87' RL/R24 !2E21-C003B: Jockey Pump

'B' l87' RL/R24 2E ll-F0 55 B : Relief Valve, RIIR Hz. Outlet

'87' RL/R24 ' 2 Ell-F018B: RIIR Ptanp "B", Minimian Flow Line Cote Valve 87' RL/R24 2E21-F032B: Core Spray Pianp "B" Suction Relief Valve P

87' RL/R24 2 Ell-F0046B: R11R lump

'B' Min. Flow Check Valve i

CRA)i

.. _ -.., - - ~.,. -

.- -Encl.1 Sheet 27 194P-2 RitR Pump "D".Iloist

- - - ~ ~ ~

~ --- - - -

IDCJTION IOlP-2 Reactor Bldg., SE Corner. Honorail Elevation:

151'3" IMPACT AREA lO4P-2 Reactor Bldg., SE Corner Room.

h>norail runs East / West from RJ to RL.

Monorail located between R23 and R24 Hinimtan load Path: + 6'.

laADS

. TARGET IDCATION e

SAFTTY REIATED EQttllHENT HAZARD ELIMINAT10lf CAT.

Rim Ptsnp 87' RL/R24 2P41-F0378: Service Water Inlet to RHR Pump

'B' Cooler I

wt. 14.400 lbs.

g 87' RL/R24 2 Ell-F0318: RitR. Pump "B" Discharge Check Valve 87' RL/R24 2E11-F072B: RilR Pianp "B" Discharge Line Drain 87' RL/R24 2 Ell-F007B: RitR Pianp, Minimum Flow 1.ine Isolation Valve 1

87' RL/R24 2 Ell-F011B: Rim Train "B", Hinters: Flow Line Test Connection 87' RL/R24 2 Ell-F034D: RHR Pienp "D" Discharge Cate Valve 87' RL/R24 RHR DischarRe to Rim itx.

I 87' RL/R24 2 Ell-F0068: RHR Pump "B" Suction (from Suppression Pool) Isolation valve 87' RL/R24 2P41-F005A: RHR Service Water Inlet, Manual Isolation valve to Rim Room Cooler 2T41-B002A 87' RL/R24 2P41-F036A: Service Water Inlet Isolation to Rim Room Cooter 2T41-B002A 87' RL/R24 2E21.F0158 Core Spray Test Line Isolation 97' kL/R24 (conduit) 2JE2001. RitR, Core Spray and HPCI System Electrical 97' Rt./R24 (condult) 2JE2002: No Essential Circu'its s

97' RL/R24 (condult) 2EZ6353: Steam Leak Detection System Electtical t

97' RL/R24 (condutt) 2EZ6354:

97' RL/R24

,(condutt) 2EZ6355:

i

<r

____. _ _ _ _ _... _ _.. _ _ _ _. _ _ _ _ _ _ _ - - - - _.__ Encl. 1 Shee t 28 ____ _

CRANE HNP-2 HIG Ptep "B" lloi gt MI*t. Number:

21.45-00150 IDCATION 104P-2 Reactor Bldg., SE Corner. Honorail Elevation:

151'3" lHPACT AREA 104P-2 Reactor Bldg., SE Corner. Honorail Runs East / West from RJ to RI. loca'ed be* tween t

R23 and R24 Minimien Load Path Width: + 6'.

1/MDS TARCET e

IDCATION SAFTTY RElATED EQt'lIHFlff flAZARD EllHINATION CAT._

RHR Pir9 87' RL/R24 2P41-F017D: Service Water System Control Valve B

tt. 14,400 lbs.

87' RL/R24 2 P41-N 003D: RIE Pump Room Cooler Discharge Temperature Element 87' RL/R24 RIR Pumps Rectre. Lines 87' RL/R24 (condult) 2JE2667: Rim and Core Spray Electrical 87' RL/R24 2 Ell-F000B: Rl(R Pump "B" Suction Line Isolation Valve 87' RL/R24 2 Ell-F006D: Rim Pump "IF' Suct ion Line from Supprr anion Pool Isolation Valve 87' RL/R24 2P41-F005B: Service Water Inlet Manual isolation Valve to RIR Room Cooler i

2T41-8002.

87' RL/R24 (junction box) 2 Jell 51: PIIR and Core Spray System Electrical 87' Rl/R24 RIM Ho By-Pass to Rec tre. I.ine 87' RIJR24 (condult) 2E16353: Equipment Cooling Electrical 87' RIJR24 2P41-F006A: Service Water Outlet Isolation Valve for RIIR Room Cooler 2T41-B002 87' RL/R24 2P41-F025A: Service Water Outlet Check Valve for RI(R Cooler 2T41-B002.

o y

I e

6 e

==

+,.. - -

s 29 Enc l.1_._ Sheet -.

3 CRAlE 191P-2 Ri(R liest Exchanger "B" Iloist HPL Nienber: 21/.5-E018B IDCATION ID3P-2 Reactor Bldg., SE Corner. No Monorail, Iloist Only: --

- - - ~ ~ - -

Elevation 155'6" p

IMPACT AREA HNP= 2 Reactor Bldg., SE Corner Room.

Holst Imention at Approximate Intersection of RJ and R14 Circular Load Path ronsidered (Radius = 71' tram Hz. C ).

3 L

IDADS TARGET e

IDCATION SAFETY REIATED EQUIINENT HAZARD ELIMINATION CAT.

RIR Hx.

87' Rl/R24 2 Ell-F109: Rim lix. "B" Service Water Drain toolation Valve wt. 47,000 lbs.

R 87* RL/R24 2 Ell-F110: RHR Hz. "B" Service, Water Drain Isolation Valve 87' RL/R24 RIM Hx. "B" Drain Lines 87' RL/R24 2 Ell-Fil28: RHR Hz. "B" Outlet Line Drain Isolation Valve 1

87' RL/R24 2 Ell-Fil38: RIIR lix. "B" Outlet Line Drain Isolation Valve 87' RL/R24 Instrtsment Stsnp Ptanp 87' RL/R24 2E21-C003B: Jockey' Ptanp 87' RL/R24 (Junction box) 2JE2005: RitR and Core Spray System Electrical 87' RL/R24 2 Ell-F0025: RIR Service Water to RIR Hz. "B" Outlet, Isolation Valve 87' RL/R24 2 Ell-F1208: RIR Service Water Flush Connection, Isolation Valve 87' RL/R24

Ell-F004B
RHR Ptsap "B" Suction from Suppression Pool Isola tion Valys 87' RL/R24 2 Ell-FOllB: RHR Train "B" Ministsu Flow Line Isolation Valve 87' RI/R24 2 Ell-F034D: RitR Ptanp "D" Diecharge Gate Valve 87' RL/R24 (tray) 2RAE4-01: RIR and Core Spray System Elbetrical

~

87' RL/R24 2 Ell-F0688: RIR Hx. "B" Service Water Outlet Control Valve i

g.

87' RL/R24 2 Ell-F014B: RHR Service Water Outlet frote RiiR Hz.

"B", Isolation Val've 87' RIJR24 (Junction box) 2JE1279: No Essential Circuite 87' RIJR24 (Junction box) 2JE2004: RIIR, Core Spray and Steam Leak Detection System Electrical y

ll

-. - ~..._. -.-.

.=

6 Encl. I ' Sheet 30 CRANE HNP-2 RilR Heat Exchanger "B" lloist IDCATION HNP-2 Reactor BldR., SE Corner. No Honorall,llotat only: Elevation 155'6" IMPAC7 APEA 10iP-2 Reac tor BldR., SE Corner, llotet Im ation at approximate intersections R) and R14. Circular Load Path considered (Radius = 7)' from Hw. C1. ).

laADS TARCET e

IDCATJON SAftTY RELATED EQUllHENT

_HA2ARD, ELININATION CAT.,

RHR Rx.

87' RL/R24 2 Ell-F047B: R1(R lix. "B" Inlet Isolation Valve B

wt. 47,000 lbs.

87' RL/Ri\\

2E11-F0488: RitR lti. "B" Bypass Valve 87' RL/R24 RHR Rx. "B" Discharge Line 87' RL/R24 2 Ell-F055B: Relief Valve, RIR lix.

"B" Outlet 4

87' RL/R24 2 Ell-F054B: Steam Condesning Mode Condensate Line Check Valve 87' RL/R24 2 Ell-F0798: RHR Sample Line Isolatton Valve 87' RIJR24 2 Ell-F0805: RitR Sa'mple Line Isolation Valve 4

87' RL/R24 (tray) 2RBE801: RitR, Core Spray, IIPCI and Service Water System Electrical 87' Bl/R24 (tray) 2 RAD 4-01: Rim, Core Spray, Recombiner and Equipment Conling Electrical i.

87' RIJR24 2 Ell-F0518: Rim !!x. "B" Steam Inlet Isolation Valve

}

87' RL/R24 2 Ell-NO26B: RFR Hu. "B" Steam Inlet Pressure Transmitter i

87' R1/R24 (Junction box) 2J62003:

RHR. Core Spray and steam Isak Detection System Electrical l

87' RL/R24 2E11-F015B: Rim DischarRe to the RPV leolation Valve

{

87' RL/R24 2 Ell-FIO4B: RHR Hu B Drain Valve I

87' RL/R24 RlR Pump Discharge Line to Rim lix.

jP b*

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7 4

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i 1

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._m._

.__._m

._m

.m Encl. I Sheet 31 CRANE HNP-2 IIPCI Pump and Turbine Holst JMPL 2L34-E005 IDCATION HNP-2 Reactor Dldg., Southeast Corner HPCI Room. Honorail Elevat lon:

125' 9".,

IMPACT AREA HNP-2 Reactor Bldg., Southeast Corner ifPCI Room. Honorail Runs East / West from Rit to FL.

Manorail lochted Between R24 and R25. Min. load Patti Uldth:

14'.

LOADS TARCET LOCATION SAFE 1Y-RELATED EQUIPMENT HAZARD ELIMINATION CAT.

HPCI Turbine 87' RJ/R25 (Condult) 2E25016: No Essentia : Circuits B

wt. 21,000 lbs.

2E25014:

2E26015:

HPCI Pump wt.

6200 lbs.

o 2E25026: HPCI System Elect rical 2E25037:

2E25038: No Essential Circuits 2E25013:

2E25079: HPCI Svatem Electrical 2E25041:

(Tr;y) 2RAA8-01 (Tray) 2RAA6-01 2JE1275: HPCI system and Equipment Cooling Electrical 2JE1276: Steam Leak Detection System Electrical u

HPCI Turbine 2JE7027: HPCI System and Steam Leak Detection System Electrical wt. 21,000 lbs.

HPCI Pump i

2E41-C002B: HPCI Turbine wt. 6200 lbs.

p W

i 1

E nc l.1 Sheet 12 CRANE IMP-2 Rec tre Ptrop HG Set "A" lin i s t HPI, Ninnber : 2 t/65-F 002A IDCATION IINP-2 Reactor Bldg., 158' !.e ve l. Honorail Elevation:

175'6" IMPACf AREA IWP-2 Reactor Bldg., 158' Level. Honorail runs East / West from FR to RL.

Honora[I located between R14 and R15. H.animtsn load Path Width: + 4'.

IAADS TARCET e

IDCA' TION SARTY RElATED EQtrIIHEfff IIAZARD ELIMINATION CAT.

MC Set "A" 158' RF/RIS 27.17307 + No Essential Circuits B

vt. 36.750 lbs.

158' RF/R15

/It21-Pl53 : HG Set "A" Circ. Oil Pump Panel 130' RF/RI5 Control Rod Drive t' nits (llydraulica) located on 130' Level Directly Below E

HG Sets o

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- - - - - - - - -Encl.1 Sheet 33 1

OtANE IMP-2 Rec tre. Pr.sup NG Set "B" floist MPL Number 2145-t.OO2B IDCATION llNP-2 Reactor Eidg.,158' 1.evel. Monorail Elevation:

175'6".

IMPA0T AREA IINP-2 Peactor Bldg.,158' level. Nonorail runs East / West from RB to RF.

Pbnoraillocated R14 and R15. Ministan Imad Path: + 4'.

laADS TARCET e

IDCATiON SAFETY R, ELATED EQUllHENT__,,_,_ __ _,,,

HAZARD ELIMINATION CAT.

NC Set "B" 158' RE/R17 2E27309 (conduit): MG Set "B" Electrical B

wt. 36,750 lbs.

158' RE/R17 2E27323 (condult): No Essential Circuits 1

158' RE/R17 (tray) 2 RIB 6-50: Reactor Protection System 158' RE/R17 2PIB615: NSSS System Electrical 158' RE/R17 2 PIA 612: HSSS System Electrical 158' RE/R17 2RIA659: Reactor Protection System

<r i

130' RE/R17 Control Rod Drive flydraulies l' nits on 130' Level directly bel ow MC *et "B" E

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_____ Encl.l _ Sheet. 34 Diesel Generator "LA" Monorail and floist IDCsTION Dicael Generator Building DiFACT ARE#

Die,sel Cencrator Butiding, compartment for DC 1A only.

e directly over DC 1A only. Entire Compartment const<tered atHonorail runs down Comp'artment Center, lead Path.

LOADS

, TARCET IIICATION e

SAFT"!Y RElATED EQUllHElff Diesel Generator IIAZARD ELIMINATION CAT.

DC Bldg.

(junction box) TIA7-01 : Diesel Generator "lA" Electrical Lateral Hovement Only Comp. IA l

B ESA -48 TB1-98 TBI-98 TBI-Il7 TB1-1417 PB I'-36 i

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4 CRANE Diesel Generator "2A" Holst Encl. Isheet 39 l' '

IDCATION Diesel Generator Building

- - ~- * ~ ~ ~ '

' ~ ' ' '

IMPACT AREA Diesel Generator Building, Compartment for D.C. "2A" only.

,j directly over D.C.

"2A".

Entire Compartment considered as 1 D=th.

<orail located in* Compartment Center,

}

IDADS

.TARCE7 IDCATION e

__ __.S AFETY.RElATED EQUIITElfr,,,_...

,_ _ _,_,._a. HAZARD. ELDtINATION CAT.

Diesel Cenerator 2A DG Bldg.

(junction box) 2LBE701: Diesel Generator 2A Electrical Lateral Movement only Comp. 2A B

1 2H21-P257:

t i

2E13323:

1 2E13326

4 2E13327:

J 2E13328:

7Ei3672:

2E13670:

4 1

2E13671:

2E13693:

4 3

e 2E13314:

2E13315:

2E13316:

2E13317:

2E13403:

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