ML20248B542

Suppl to Applicant Rebuttal Testimony 17 (Reception Ctr Parking).* Testimony Re Calculation of Parking Spaces Needed Per Facility to Maintain Flow of Evacuees Through Monitoring Trailers.W/Certificate of Svc.Related Correspondence

ML20248B542
Person / Time
Site:	Seabrook
Issue date:	06/01/1989
From:	Bisson J, Callendrello A ABB IMPELL CORP. (FORMERLY IMPELL CORP.), PUBLIC SERVICE CO. OF NEW HAMPSHIRE
To:
References
CON-#289-8727 OL, NUDOCS 8906090091
Download: ML20248B542 (14)

Text

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,  %$MD June 1, 1989

• 89 JUN -7 P5 :00 UNITED STATES OF AMERICA ., .

NUCLEAR REGULATORY COMMISSION before the ATOMIC SAFETY AND LICENSING BOARD

)

In the Mallar of )

)

PUBLIC SERVICE COMPANY OF ) Docket Nos. 50-443-OL

) 50-444-OL NEW HAMPSHIRE, et al. )

) (Off-site Emergency (Seabrook Station, Units 1 and 2) ) Planning Issues)

)

)

SUPPLEMENT TO APPLICANTS' REBUTTAL TESTIMONY NO. 17 (RECEPTION CENTER PARKING)

Panel Members: Joseph Bisson, Emergency Planner, Impell Corporation Anthony M. Callendrello, Manager, Emergency Preparedness Licensing, New Hampshire Yankee JPTST17.NH p;86o%B8?!8180h3 T

h50

This supplemental testimony addresses the issue of parking at the ORO Reception Centers, as requested by the Atomic Safety and Licensing Board on May 23, 1989. As is detailed in Applicants' Rebuttal Testimony No. 17, the monitoring load at the ORO Reception Centers was recalculated in accordance with the methodology described in this Board's Partial Initial Decision (New Hampshire Radiological Emergency Response Plan) dated December 30, 1988. The revised evacuee numbers resulting from that recalculation have formed the basis for the calculation of the number of parking spaces needed at the ORO Reception Centers. See Memorandum of D. Bovino, S. Hertel, J.

McArdle and J. Bisson to D. R. Tailleart, May 31, 1989, Attachment A hereto.

METHOD OF CALCULATION A. General Population Vehicles In order to calculate the parking space needed at each facility it was necessary to determine the flow rate of evacuees through the facility, total stay time of evacuees at the facility, and number of evacuees per car. The number of parking spaces required to maintain the flow of evacuees through the monitoring trailers could then be calculated by the 1

following formula:

(evacuees) stay time (hour)

Number of = flow rate of evacuees (hour) X at facility Parked Cars number of people in each car (evacuees)

(car)

~

This calculation assumes everyone monitored in the trailer arrives by car. In fact, at certain times a substantial portion l of the evacuees, specifically school children and transit 1

dependent persons, arrive by bus (which require less parking space than a car on a per person basis). Therefore this calculation -

significantly overestimates the parking space needed. -

I A tour.and measurement of the parking areas at the two I reception centers determined the available parking space at the North Andover and at Beverly Reception Centers. The approximate

~

dimensions and corresponding estimate of parking spaces at each reception center are indicated on the diagrams in Attachment A hereto.

The following table compares the parking space needed, as.

i' calculated in Attachment A, with the available parking space at each Reception Center.

North Andover Beverly Number of Parking Spaces 88 81 Needed (Cars)

Number of 182 180 Parking Spaces Available (Cars)

Thus there is adequate general population parking available at 1 both ORO Reception Centers.

B. Buses The evacuees who arrive by bus will proceed through the monitoring trailer and return to the bus. As is detailed in Attachment A, using a similar calculation to the one above, the I

4

- number of parking spaces needed for buses is five. The accompanying facility layout diagrams show the locations for bus parking. As shown on these diagrams, the bus parking is separate from that provided for cars. Visual inspection and measurement verified the adequacy of the assigned space.

C. Special Facility Vehicles Eve.cuees from health care-related facilities arriving at the L reception center will be monitored inside their vehicle. This monitoring will be done while'the vehicle is in the initial vehicle-monitoring lane. Upon completion of the monitoring, the vehicle will exit the facility and therefore does not require allotted parking space.

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, _ Attachment A SEP892124 EP6.0.00.28 New Hampshire k MEMORANDUM Subject Evtl tion of Reception Center Parking D. ,ovin Hertel/J. McArdle/J. Bisson I '

From Date D. Tailleart pg, This memo documents the completed evaluation of parking at the ORO Reception Centers. Please find attached the calculations and conclusions used to analyze this area of review.  !

If you have any questions concerning this matter, please contact D. Bovino at extension 3810.

cc: P. Stroup T. Callendrello l

l i

l I

New Hampshire

_ _ _ - -Yankee

- Division of Public Service Company of New Hampshire

I. CALCULATION BASIS A. The total number of evacuees that can be processed through one monitoring station in one hour is equal to

51. This is based on a monitoring rate of 70 seconds per person.

B. The number of monitoring locations per trailer at each Reception Center is 13. Therefore, the number of evacuees per hour through each trailer is 918. (51 evacuees / hour / station x 18 stations)

_. C. The average number of vehicle occupants for Resident population is 2.6 persons per vehicle. (Ref. NHRERP Vol. 6, ETE page 2-5.)

II. REFERENCES A. NHY Memo of D. Bovino to D. Tailleart, January 13, 1989 SEP i 890141 B. NHY Memo of J. Ellis to P. Stroup, May 26, 1989 SEP i 892072 C.

NHY Memo of D. Bovino/S. Hertel/J. McArdle/J. Bisson to D. Tailleart, May 31, 1989, SEP i 892119 III. CALCULATIONAL MODEL OF NUMBER OF VEHICLE PARKING SPACES REQUIRED TO MAINIAIN FLOW THROUGH THE MONITORING TRAILERS.

'No. parked vehicles =. evacuees / hour x facility sta2 time (hours) vehicle occupants (evacuees)

(vehicle)

IV. DETERMINATION OF IACILITY STAY TIME A walkthrough of the facilities was conducted to establish the time needed for each activity (other than monitoring and evacuee registration) necessary for evacuee processing (Refer to SEP i 982072). The time to complete monitoring and evacuee registration activities are either indicated in SEP i 890141 or are indicated in the following table. The times were then combined to determine the facility stay time.

LRY1515 2 L . _ _ _ - . _ _ _ . _ _ _ _ _ _ _

,-n .

' 1. _ For: General Population:

Bever1v North Andover vehicle to initial monitoring

~

22 sec.. 29 sec.

vehicle frisk 60'sec. 60 sec.

park.and walk to monitoring trailer 228 sec. 203 sec.

processing through monitoring trailer 70 sec. 70 sec.

walk into Reception Center 17 sec. 48 sec.

register at' Reception Center 300 sec.* - ,300 sec.

(registrar area)

__ return to parked vehicle 92 sec. 132 sec.

drive to exit 34 sec. 51 sec.

JTOTALS 823 sec. 893 sec. (.229 hrs.) (.248 hrs.)

2. For School or Transit' Dependent Populations (populations that arrive by bus and go through monitoring trailer).

vehicle'to. initial monitoring 22 sec. 29 sec.

. vehicle _ frisk 120 sec. 120 sec.

. park..off-load:and walk to 237 sec.** 236'sec.

monitoring trailer perfonn monitoring 180 sec.*** -180 sec.

return to vehicle load bus and exit 264 sec. 289 sec.

TOTALS 823 sec. 854 sec. (.229 hrs.) (.237 hrs.)

For the purpose of this calculation, a registration time of 5 minutes is used since it tends to overstate the registration time and hence, the parking space needed.

Time to load and off-load buses is based on an average of 45 passengers per bus at a 4 second headway per person or 45 x l 4'sec. = 180 sec.- (See Volume 6 of the NHRERP, page 11-21.)

• • • Average bus load is 45 l

45/18 monitors equals 2.5 person / monitor 6 1.2 min. - 3.0 min. (180 sec)

LRY1515 3 i

_ __,__________m.___ma------------- ------ ^----'--'-" ~

1 V. CALCULATION OF NUMBER OF PRIVATE VEHICLE PARKING SPACES REOUIRED TO MAINTAIN FLOW THROUGH THE MONITORING TRAILERS.

No. parked cars - (evacuee / hour) x facility stay time (hour) vehicle occupants (evacuees)

(car)

Where the evacuee flow = 918 evacuees / hour, facility stay time = 0.229 hour0.00265 days <br />0.0636 hours <br />3.786376e-4 weeks <br />8.71345e-5 months <br /> for the Beverly (general population) Reception Center and 0.248 hour0.00287 days <br />0.0689 hours <br />4.100529e-4 weeks <br />9.4364e-5 months <br /> for the North Andover Reception Center, and vehicle occupants =

2.6 evacuees / car

1. Beverly No. parked cars =

918 evacuees / hour x 0.229 hour0.00265 days <br />0.0636 hours <br />3.786376e-4 weeks <br />8.71345e-5 months <br /> 2.6 evacuees / car

=

80.85 cars or rounding up, 81 cars.

2. North Andover No. parked cars =

918 evacuees / hour x 0.248 hour0.00287 days <br />0.0689 hours <br />4.100529e-4 weeks <br />9.4364e-5 months <br /> 2.6 evacuees / car

=

87.56 cars or rounding up, 88 Cars.

VI. CALCULATION OF NUMBER OF BUS PARKING SPACES NEEDED TO MAINTAIN FLOW THROUGH THE MONITORING TRAILERS.

No. parked buses - (evacuees / hour) x facility stay time (hr.)

vehicle occupants (evacuees / bus)

Where the evacuee flow =

918 evacuees / hour, facilitly stay time = 0.229 hours0.00265 days <br />0.0636 hours <br />3.786376e-4 weeks <br />8.71345e-5 months <br /> for Beverly Reception (school or transit Center and 0.237 hour0.00274 days <br />0.0658 hours <br />3.918651e-4 weeks <br />9.01785e-5 months <br /> for North dep.) Andover Reception Center, and vehicle occupants =

45 evacuees / bus LRY1515 4

)

1 4 l

1. Beverly No. parked buses = (918 evacuees / hour) x (0.229 hour0.00265 days <br />0.0636 hours <br />3.786376e-4 weeks <br />8.71345e-5 months <br />) 45 evacuees / bus

=

4.65 buses or rounding up, 5 buses

2. North Andover-1' No. parked buses = (918 evacuees / hour) x (0.237 hour0.00274 days <br />0.0658 hours <br />3.918651e-4 weeks <br />9.01785e-5 months <br />) 45 evacuees / bus l

l_

-- =

4.83 buses or rounding up, 5 buses

- VII. CONCLUSION Actual measurements of the reception center facility parking areas are shown on the attached facility diagrams. The available space at the two facilities is:

Cars Buses Beverly 180 9 North Andover 182 6 Based upon the space needed.as calculated above, there is adequate parkir.g space available at these facilities.

LRY1515- 5

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'89 dN -7 PS :00 CERTIFICATE OF SERVICE cp; I, William L. Parker, one of the attorneys for d21e 'a . , , . , 1 Applicants herein, hereby certify that on June 1, 1989, I"made service of the within document by depositing copies thereof with Federal Express, prepaid, for delivery to (or, where indicated, i by depositing in the United States mail, first class postage I paid, addressed to) :

1 Administrative Judge Ivan W. Smith Adjudicatory File j i

Chairman, Atomic Safety and Atomic Safety and Licensing Licensing Board Board Panel Docket (2 copies) -

U.S. Nuclear Regulatory U.S. Nuclear Regulatory Commission Commission East West Towers Building East West Towers Building 4350 East West Highway 4350 East West Highway Bethesda, MD 20814 Bethesda, MD 20814 J Administrative Judge Richard F. Cole Robert R. Pierce, Esquire Atomic Safety and Licensing Board Atomic Safety and Licensing U.S. Nuclear Regulatory Commission Board East West Towers Building U.S. Nuclear Regulatory 4350 East West Highway Commission '

Bethesda, MD 20814 East West Towers Building 4350 East West Highway Bethesda, MD 20814 1 Administrative Judge Kenneth A. Sherwin E. Turk, Esquire McCollom Office of General Counsel 1107 West Knapp Street U.S. Nuclear Regulatory Stillwater, OK 74075 Commission one White Flint North, 15th F1.

11555 Rockville Pike Rockville,.MD 20852 John P. Arnold, Esquire Diane Curran, Esquire Attorney General Andres C. Ferster, Esquire George Dana Bisbee, Esquire Harmon, Curran & Tousley Assistant Attorney General Suite 430 Office of the Attorney General 2001 S Street, N.W.

25 Capitol Street Washington, DC 20009 Concord, NH 03301-6397 i

• Atomic Safety and Licensing Robert A. Backus, Esquire Appeal Board 116 Lowell Street U.S. Nuclear Regulatory P. O. Box 516 Commission Manchester, NH 03105 Washington, DC 20555 l

1

- _ _ _ _ _ _ _ _ _ _ _ _ _ _ l

l Philip Ahrens, Esquire Mr. J. P. Nadeau Assistant Attorney General Selectmen's Office Department of the Attorney 10 Central Road General Rye, NH 03870 Augusta, ME 04333 Paul McEachern, Esquire John Traficonte, Esquire Shaines & McEachern Assistant Attorney General 25 Maplewood Avenue Department of the Attorney P.O. Box 360 General Portsmouth, NH 03801 One Ashburton Place, 19th F1.

Boston, MA 02108 Mrs. Sandra Gavutis Mr. Calvin A. Canney Chairman, Board of Selectmen City Manager RFD 1 - Box 1154 City Hall Route 107 126 Daniel Street Kensington, NH 03827 Portsmouth, NH 03801

• Senator Gordon J. Humphrey R. Scott Hill-Whilton, Esquire U.S. Senate Lagoulis, Hill-Whilton &

Washington, DC 20510 Rotondi (Attn: Tom Burack) 79 State Street Newburyport, MA 01950

• Senator Gordon J. Humphrey Leonard Kopelman, Esquire One Eagle Square, Suite 507 Kopelman & Paige, P.C.

Concord, NH 03301 77 Franklin Street (Attn: Herb Boynton) Boston, MA 02110 Mr. Thomas F. Powers, III Mr. William S. Lord Town Manager Board of Selectmen Town of Exeter Town Hall - Friend Street 10 Front Street Amesbury, MA 01913 Exeter, NH 03833 H. Joseph Flynn, Esquire Charles P. Graham, Esquire Office of General Counsel Murphy and Graham Federal Emergency Management 33 Low Street Agency Newburyport, MA 01950 500 C Street, S.W.

Washington, DC 20472 Gary W. Holmes, Esquire Richard A. Hampe, Esquire Holmes & Ells Hampe and McNicholas 47 Winnacunnet Road 35 Pleasant Street Hampton, NH 03842 Concord, NH 03301

.4 ji.

L. .

Mr.-Richard R. Donovan Judith'H. Mizner, Esquire

'i Federal Emergency-Management .79 State Street, 2nd Floor

. Agency .

Newburyport, MA 01950 Federal Regional Center 130 228th Street, S.W.

Bothell, Washington 98021-9796 i Ashod~N. Amirian, Esquire l -145 South Main Street P.O. Box 38 Bradford, MA 01835 b'JLS A 7. d William L. Parker

(*= Ordinary U.S. First Class Mail)

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