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Applicant Notice Re New Documents.* Notifies That Two New Documents Which Did Not Exist During Discovery Phase of Spmc Litigation Added to Discovery Room at Facility for Review.W/Certificate of Svc.Related Correspondence
	ML20248B657
Person / Time
Site:	Seabrook
Issue date:	06/01/1989
From:	Parker W; PUBLIC SERVICE CO. OF NEW HAMPSHIRE, ROPES & GRAY
To:	;
References
	CON-#289-8729 OL, NUDOCS 8906090136
	Download: ML20248B657 (83)
	v • d • e

_

WTED CORHLut'uMUQ1Cfg

/-

June 1, 1989 W KLIR Uhr UNITED STATES OF AMERICA g JUN -7 PS :02 NUCLEAR REGULATORY COMMISSION D{

before the

)

~

ATOMIC SAFETY AND LICENSING BOARD

)

In the Matter of

)

PUBLIC SERVICE COMPANY OF

) Docket Nos. S0-443-OL

)

50-444-OL NEW HAMPSHIRE, et al.

)

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

)

Planning Issues)

)

APPLICANTS' NOTICE REGARDING NEW DOCUMENTS Applicants hereby notify the parties that two new documents which did not exist during the discovery phase of the SPMC litigation have been added to the discovery room at Seabrook Station and are available for review by the parties.

The documents are:

Memorandum of S.J. Ellis to P.J. Stroup, May 26, 1989, re Reception Center Time Tests; and, Memorandum of D.

Bovino, S. Hertel, J.

McArdle and J.

Bisson to D.R. Tailleart, May 31, 1989, re Evaluation of Reception Center Staffing.

Concurrently with the filing of this Notice, copies of 8906090136 890601 PDR ADOCK 05000443 G

PDR

)

1

o'

=

these two documents are being delivered to the NRC Staff, FEMA, and the Massachusetts Attorney General.

Applicants note that these documents are being produced voluntarily and are not called for by the supplementation provisions of 10 C.F.R. 5 2.740(e).

By their attorneys, wasa r.P t Thomas G.

Dignan, Jr.

George H. Lewald Kathryn A. Selleck Jeffrey P. Trout Jay Bradford Smith Geoffrey C.

Cook William L.

Parker Ropes & Gray One International Place Boston, MA 02110 (617) 951-7000 I

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SEP892072

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MEMORANDUM j

' RECEPTION CENTER" TIME TESTS S. J. Ellis Date

'P, J. Stroup Reference r

Per your request. I have conducted two tests'to evaluate the time involved in' registering evacuees at Beverly-or North Andover Reception Centers. is a determination of the average time involved in completing the registration form. Enclosure 2 is a determination of the average evacuee walking transit time at both Reception Centers.

/.,J.

Ellis Emer ency Response &

ementation Manager SJE/ PDC /tle Enclosures i

TLC 0094 New Hampshire Yonkee Division of Public Serv:ce Company of New Hampshire a a a _.. c o m ca u _ _n

- mamm _ m n a umma - masa

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v RECEPTION CENTER REGI'STRATION FORM COMPLETION TIME TEST AtL1230 hours,.May'24, 1989 a test was conducted to determine the required length of time needed to complete the Reception Center Registration / Lodging form.

Fifteen. randomly selected siss personnel were assembled in a room and provided the following information.

"We are conducting a test on completing the registration forms at~our reception centers and wish you to participate by simulating evacuees who are processed through the center."

The test was conducted by S.J. Ellis who was assisted by the following personnel.

Patrick Casey John Lusher Sheila Hertel Steve Mazzola John McArdle David Wise Four of the above individuals timed the action as two played the role of Reception Center Registrars. Each registrar sat a table.

having two chairs set up to receive evacuees.

All evacuees were assembled in a line similar to the line that would occur upon entry to the Reception Centers Registration Area.

Timing began as the individuals took a seat, and ended when the individual had completed the form and submitted it to the registrar. is a summary of the recorded registration times for the 15 participants.

The average response time was 81 seconds (or 1.35 minutes). is a copy of the Registration Form used. is a compilation of the original' completed test forms.

MRS1511 ENCLOSURE 1

ii I

f.-

ATTACHMENT'l Receotion Center Registration Form Comoletigp Time Test Results Name of Test Participant Time to Complete' Registration Comments (seconds)

~

1.

Wendy Duvall 42 1 dependent listed

._2.

John Beattie

'85 no dependents--

listed 3.

Richard Chandonnais 85 2 dependents listed 4.-

Michael Giamballo 100 1 dependent listed 5.

David Pierce 99 3 dependents listed 6.

Aidyl Randall 67 2 dependents li.sted

'7.

Ronald Bridges 55 2' dependents listed-8..

Wayne Schoff-70 no dependents listed 9.

Robert Webber 102' 1' dependent listed (deaf-reads lips)

(continued on next page)

MRS1511 4

_________E---_--------------

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)

ATTACHMENT 1 (continued)

Reception Center Registration Form Completion Time _ Test Results Name of Test Participant Time to Complete Registration Comments (seconds)

~~10., Burton Robertson 116 3 dependents listed 11.

Jose Oliveira 83 3 dependents listed'

12. ' Roger Randall 93 4 dependents listed 13.

Keith Mitchell 82 4 dependents listed 14.

Ray Pawlendzio 46 3 dependents listed 15.

Alan Hagar 95 3 dependents listed Average Form Completion Time: 81 see (or 1.35 minutesi MRS1511

.I Amendment 5 IP 3.5 Page 24 Rev. O Page 1 of 1 1

ATTACHMENT 2 RECEPTION CENTER REGISTRATION / LODGING FORM

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o RECEPTION CENTER FACILITY TRANSIT TIME TEST At 1330 on May 25, 1989, a test was conducted to determine various lengths of time associated with the process of personnel transit within each of the two ORO Reception Center facilities.

Six randomly selected individuals were assembled at the North Andover Reception Center facility (parking lot) and provided the following information "We are conducting a test at this (North Andover) Reception Center, and later at the Beverly Reception Center.

We would like you to travel in vehicles or by foot, as appropriate, between various locations at each RC facility which includes the outside grounds and interior of each

^

Reception Center.

One lead person will be assigned to each group of two of you in order to observe and document various aspects of this test, including start and stop locations and elapsed time.

In this capacity, you will be simulating evacuees who would be processed at each of the Reception Centers, however the sequence in which these activities will be accomplished is not necessarily consistent with the one which would be followed by an evacuee."

The test at each Reception Center facility was conducted by S.

Mazzola who was assisted by J. Sobotka and J. Bisson.

Personnel were divided into three groups of three consisting of one' observer / recorder (Mazzola, Sobotka or Bisson) and two randomly selected individuals each.

Each Observer / Recorder traveled to and from all " start /stop" points as part of the group of three individuals, documenting elapsed times for various portions of the transit associated with the Reception Center facility process.

This includes such things as being directed into the facility grounds area, driving to a parking area, walking to the monitoring trailer and pre-registering, etc.

I l

ENCLOSURE 2 SLS1512 L

c.

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' Summary Provided are the. total average travel times associated with each of three simulated evacuee population groups demonstrated by a random selection of individuals.

j These totals represent the arithmatic averages of six trial runs, conducted two each by three different groups of'two individuals, each with an observer / recorder "in tow".

General Population Vehicles:

North Andover:

7.7 min. (462 sec.)

Beverly:

6.55 min. (393 sec.)

School Population Buses:

North Andover:

3.23 min (194.sec.)

Beverly:

2.72 min (163 sec.)

Special Population Vehicles:

North Andover:

1.52 min (91 sec.)

Beverly:

1.06 min (64 sec.)

Four attachments are provided which detail the test process: :

Matrix of raw data and averages for each portion of the " travel path" travelled at each Reception Center facility. :

Individual group data forms for various travel path segment elapsed times; completed monitoring trailer pre-registration forms. :

Reception Center facility maps indicating locations of each start /stop point for travel paths. :

List of Participants.

Attachments SLS1512 _ - - _ _ - - _ _ _ - _ - _ _ _ _ _ _ _

c s

ATTACHMENT 1 NORTH ANDOVER RECEPTION CENTER (all times are in seconds)

TRAVEL PATH AVG TRIAL 1 TRIAL 2 TRIAL 3 TRIAL 4 TRIAL 5 TRIAL 6 G-H 29 36 29 26 26 27 30 H-A 29 40 29 34 24 26 27 A-B 174 187 164 144 131 190 195 B -D 48 49 54 47 48 46 46 i

D-E 14 15 15 10 16 15 12 D-A 132 148 133 140 127 122 132 A-G 51 55 53 39 54 47 55 H-C 12 15 9

14 14 8

10 C-B 44 47 44 44 39 45 45 C-G 65 63 57 61 56 80 60 H-G 62 67 63 51 48 65 70 via loop SLS1512 '

ATTACHMENT 1 BEVERLY RECEPTION CENTER (all times are in seconds)

TRAVEL PATH AVG TRIAL 1 TRIAL 2 TRIAL 3 TRIAL 4 TRIAL 5 TRIAL 6 Z-H 22 22 19 23 17 27 21 H-A 40 38 33 34 41 46 49 A-C 188 169 162 188 183 203 222 l

C -D 17 18 17 17 16 18 18 D-Q 46 43 45 46 46 44 50 D-A 92 86 93 87 87 98 100 A-Z 34 23 20 30 41 48 45 H-E 15 14 13 15 16 19 15 E-C 42-41 40 46 36 42 45 E-Z 42 42 42 40 37 46 45 I

SLS1512 - _ _ - _ _ _ _ _ - - - _ - - - _ _ - - _ _ - _ - _ _ - _ _ _ _ _ _ _ _ _ _ _. _ - _ _ _

.ATTF WM NT 2 GENERAL POPULATION VEHICLES Reception Center:

North Andover Date:

5/25/89 Controllers J. Bisson PATH DESCRIPTION T (sec)

T (sec)

NOTES G-H Traffic: Control en-26 26 (D) Drive try (R.C. facility entry) to menitor-(W) Walk ing area (D).

H --'A Monitoring area to 34 24 clean parking area (D).

A -- B Clean parking to 144 131 (W). Monitoring-entrance / pre-registration.

B --D Monitoring trailer 47 48 i

exit to Reception Center registration (W)..

D -- E Reception Center 10 16 registration area to waiting area outside Reception Center (W).

D -- A Reception Center 140 127 registration area to clean parking (inside vehicle)

(W).

A -- G Clean parking area 39 54 to Traffic Control exit (R.C. facility exit) (D).

SLS1512 _ _ -- _ - -__

ATTACHKENT 2 GENERAL POPULATION VEHICLES Reception Center Beverly Date:

5/25/89 Controller:

J.

Bisson PATH DESCRIPTION T (sec)

T (sec)

NOTES Z -- H Traffic Control en-23 17 (D) Drive try (R.C. facility entry) to monitor-(W) Walk ing area (D).

H -- A Monitoring area to 34 41 clean parking area (D).

A -- C Clean parking to 188 183 (W) Monitoring entrance / pre-registration.

C --D Monitoring trailer 17 16 l

exit to Reception Center registration (W).

D -- Q Reception Center 46 46 registration area to waiting area outside Reception Center (W).

D -- A Reception Center 87 87 registration area to clean parking (inside vehicle)

(W).

A -- Z Clean parking area 30 41 to traffic control exit (R.C. facility exit) (D).

SLS1512 I l

_____.________--_____m--

--~

- ' - - - - ~ - - -

3 el ATTAf'unT 2 SCHOOL POPUIJLTION BUSES Reception Center North Andover'

-Date:

5/25/89 Controller:

J.

Bisson PATH DESCRIPTION

'T (sec)

T-(sec)

NOTES H -- C Monitoring area to 14 14 (D) Drive temporary school bus parking (D).

(W) Walk C -- B.

Temporary school 44 39

Return trip bus

parking to-is identical.

monitoring trailer entrance (W).

C --~G Temporary school 61 56

Loop consists bus parking to of once traffic control around park-exitL(RC facility ing area exit) via " loop"*.

prior to departure.

1

}

I SLS1512

_7_

ATTACHMENT 2 l.

SCHOOL POPUIATION BUSES Reception Center:

Beverly Date:

5/25/89 Controller:

J. Bisson PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- E Monitoring area to 15 16 (D) Drive temporary school bus parking (D).,

(W) Walk E -- C Temporary school 46 36

Return trip bus

parking to is identical.

monitoring trailer' entrance (W).

E -- Z Temporary school 40 37

Loop' consists bus parking to of once traffic control around park-exit (RC facility ing area exit) via " loop"*.

prior to departure.

SLS1512 - _ _ _ - _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _

ATTA N et4T 2

.j SPECIAL POPUIATION VEHICLES Reception Centers-North Andover Date:

5/25/89 Controller J.

Bisson PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- G Monitoring area to-51 48

Loop consists traffic control of one trip-exit (RC facility around park-exit) via " loop"*

ing lot area (D).

prior to departure.

(D) Drive SLS1512 '

l

)

1 a

o ATT)f'HMRNT 2 SPECIAL POPUIATION VEHICLES l

Reception Center:

Beverly Date:

5/25/89 Controller:

J. Bissen PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- Z Monitoring area to

42

42

This data traffic' control point (H-Z) exit (RC facility' was not exit) via " loop"*

collected.

(D).

assumed ave'.

of data point E-Z which was a longer dis-tance but in the vicinity.

(D) Drive SLS1512 _ _ _ _ _ _ _

h%ckys{Q Location:

MD b D(h/W2, -

Poge 29

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e ATTACHMENT 2 GENERAL POPULATION VEHICLES Reception Center:

North Andover Date:

5/25/89 Controller:

J. Sobotka PATH DESCRIPTION T (sec)

T (sec)

NOTES G -- H Traffic Control 36 29 (D) Drive entry (RC facility entry) to monitor-(W) Walk ing area (D).

H -- A Monitoring area to 40 29 clean parking area (D).

A -- B Clean parking to 187 164 Monitoring trailer entrance / pre-registration (W).

B -- D Monitoring trailer 49 54 1

exit to Reception Center registration (W).

D -- E Reception Center 15 15 registration area to waiting area outside Reception Center (W).

D -- A Reception Center 148 133 registration area to clean parking (inside vehicle)

(W).

A -- G Clean parking area 55 53 to Traffic Control exit (RC facility

(

exit) (D).

SLS1512 _ _ _ _ _ _ _ - - _ - _ - - _ - _ _ _ _ _ - _ -

1.

4 ATTACHMENT.2 GENERAL POPUIATION VEHICLES Reception Center:

Beverly Date:

5/25/89 Controller:

J.

Sobotka PATH

' DESCRIPTION T (sec)

T (sec)

NOTE 3 Z.-- H Traffic Control 22 19 (D) Drive entry (RC facility entry) to monitor.-

(W) Walk ing area (D).

H -- A Monitoring area to 38 33 clean parking area (D).

A -- C Clean parking to 169 162 Monitoring trailer entrance / pre-registration (W).

C -- D Monitoring trailer 18 17 l

exit to Reception Center registration (W).

D -- Q Reception Center 43 45 registration area to waiting area outside Reception Center (W).

D -- A Reception Center 86 93 registration area to clean parking (inside vehicle)

(W).

A -- Z Clean parking area 23 20 to Traffic Control exit (RC facility exit) (D).

SLS1512 I

w--

ATTACHMENT 2 SCHOOL POPULATION BUSES Reception Center:

North Andover Date:

5/25/89 Controller:

J. Sobotka PATH DESCRIPTION T (sec)

T (sec)

NOTES

.H -- C Monitoring area to 15 9

(D) Drive temporary school bus parking (D).

(W) Walk C -- B Temporary school 47 44

Return trip bus

parking to is identical.

monitoring trailer entrance (W).

C -- G Temp. school bus 63 57

Loop consists parking to traffic of once 4

control exit (RC around park-facility exit) via ing area

" loop" *.

prior to de-parture.

SLS1512 - - - _ _ - _ - _ _ _ _ _ _ _ _ _

..p

- 8 F

ATTAf5mmT 2 SCHOOL POPUIATION BUSES Reception-Centers Beverly Date:

5/25/89 Controller:

J. Sobotka ll l

PATH.

DESCRIPTION T (sec)

T (sec)

NOTES H -- E.

Monitoring area to 14 13 (D) Drive-l temporary school bus parking (D).

(W) Walk E_--;C Temporary school 41.

40

Return trip bus

parking to is identical.

monitoring trailer entrance-(W).

E -- Z Temp.' school bus 42 42

Loop consists parking to traffic of once control exit'(RC-around park-facility exit) via ing area

" loop" *.-

prior to de parture.

SLS1512 - - -

_ - _ - - _ - = - _ _. _ _ -

i

.4

.ATTAf*NENT 2 SPECIAL POPUIATION VEHICLES Reception' Center:

North Andover Date:

5/25/89 Controller:

J. Sobotka PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- G Monitoring area to 67 63

Loop consists traffic control of once exit (RC facility around park-exit) via " loop"*

lot prior to (D).

departure.

(D) Drive l

l 1

SLS1512 _ _ _ _ - - _ _ _ - _ _ _ _. _-____

r -,

1 lI; ATTAfMMRET 2 SPECIAL POPULhTION VEHICLES

-Reception Center:-

Beverly Date:

5/25/89 Controller:

J. Sobotka PATH DESCRIPTION

.T (sec)

T'(sec)

NOTES.

H-Z-Monitoring area to-

42

42

This data traffic control point (H-Z) exit (RC. facility was not exit) via " loop"*

collected.

(D).

assumed ave..

of data point E-Z which was a longer: dis-tance but in the vicinity.

(D) Drive 9

SLS1512- _

bhdh 1;

y Location:

Os b b DV%

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ATTACHMENT 2 l

l-GENERAL POPUIATION VEHICLES Reception' Center:

North Andover Dates.

5/25/89 l

-Controller:

S. Mazzola PATH DESCRIPTION T (sec)

T (sec)

NOTES G -- H Traffic Control 27 30 (D) Drive i

entry (RC facility entry) to' monitor-(W) Walk ing area (D).

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pre-registration.

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exit to Reception Center registration (W).

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(W).

A -- G Clean parking area 47 55 to Traffic Control exit (RC facility exit) (D).

SLS1512 ________ -______________ _ _-_______ _ _ _ _ -

i ATTACHMENT 2 I

GENERAL POPUIATION VEHICLES Reception' Center Beverly Date:

5/25/89 Controller:

S. Mazzola PATH DESCRIPTION T (sec)

T (sec)

NOTES r

Z -- H Traffic Control 27 21 (D) Drive entry (RC facility i

entry) to monitor-(W) Walk ing area (D).

H -- A Monitoring area to 46 49 clean parking area (D).

A -- C Clean parking to 203 222

. Monitoring trailer entrance / pre-registration (W).

C -- D Monitoring trailer 18 18 1

exit to Reception Center registration (W).

D -- Q Reception Center 44 50 registration area to waiting area outside Reception Center (W).

D -- A Reception Center 98 100 registration area to clean parking (inside vehicle)

(W).

A'--

Z Clean parking area 48 45 to Traffic Control exit (RC facility exit) (D).

SLS1512 u___________________--

. ATTACHMENT 2 SCHOOL POPUIATION BUSES Reception Center:

North Andover Dates 5/25/89 Controller:

S. Mazzola PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- C Monitoring area to 8

10 (D) Drive temporary school bus parking (D).

(W) Walk C -- B Temporary school 45 45

Return trip bus

parking to is identical.

monitoring trailer entrance (W).

C -- G ' Temp. school bus 80 60

Loop consists parking to traffic of once control exit (RC around park-facility exit).via ing area

" loop" *.

prior to de-parture.

SLS1512._- _____________-_____ - __-_ - ___ _ - _ _ - _ - _

(__.

ATTANMRMT 2 SCHOOL POPUIATION BUSES Reception Center:

Beverly Date:

5/25/89 Controller:

S. Mazzola PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- E Monitoring area to 19 15 (D) Drive temporary school bus parking (D).

(W) Walk E -- C Temporary school 42 45

Ret urn trip bus

parking to is identical, monitoring trailer entrance (W).

E -- Z Temp.. school bus 46 45

Loop consists parking to traffic of once control exit (RC around park-facility exit) via ing area

" loop" *. (D) prior to de-parture.

SLS1512

,c ATTACIDDDIT 2 SPECIAL POPUIATION VEHICLES Reception Center:

North Andover Date:

5/25/89 Controller:

S. Mazzola PATH DESCRIPTION T (sec)

.T (sec)

NOTES H -- G Monitoring area to 65 70

One trip traffic control around park-exit (RC facility lot prior to exit) via " loop"*

departure.

(D).

(D) Drive 9

SLS1512 _ - - _ _ _ _ - _ - _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ -

r ATTA" u n T 2 SPECIAL POPUIATION VEHICLES Reception Center:

Beverly Date:

5/25/89 Controller:

S. Mazzola PATH DESCRIPTION T (sec)

T (sec)

NOTES H -- Z Monitoring area to

42

42

This data traffic control point (H-Z) exit (RC facility, was not exit) via " loop"*

collected.

(D).

assumed ave, of data point E-Z which was a longer dis-tance but in the vicinity.

SLS1512 _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ -

hkd Location:

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5-25-89 LIST OF PARTICIPANTS (W group) l S. Mazzola J. Sobotka J. Bisson l-J. Nelson J. McArdle S. Baldacci

!l

R.'Brazel P. Frechette' J. Vardas l

'Stop Watch

' 12 CAI DATE DIZE Data:

FLS-1413 5-24-89 5-24-90 FLS-1415 5-24-89

'5-24-90 FLS-920 5-24-89 5-24-90 4

SLS1512 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ _ _ _ - - - - - --- - - - - - - - - - - - - - - - - - - - - -

A

SEP892119 EP6.0.00.28

" N w Hampshire h

MEMORANDUM c,

Subject Evalua ion of Reception Center Staffing D.

v no/S. Hertel/J. McArdle/J. Bisson I

From Date D. R. Tailleart To Reference This memo documents the completed evaluation of vehicle monitors and number of registration stations at the,0RO Reception Centers. Please find attached the calculations and conclusions used to analyze these two areas of review.

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

cc s.

P. Stroup T. Callendrello New Hampshire Yonkee Division of Public Service Company of New Hampshire w

m.. em _ m _ n_ _ _ _ a um a a-

- e a

- ~

^ ^ ~

4 I.

CALCULATION BASIS A.

20Z of the total population (excluding schools, day care facilities and special populations for which 100Z will be accounted) will require services at the designated reception centers.

B.

The Beverly Reception Center will be accommodating evacuees from the towns of Salisbury, Newbury and Newburvoort.

The North Andover Reception Center will be accommodating evacuees from the towns of Amesbury, Merrimac and West Newbury.

C.

Private vehicles, wheelchair vans, ambulances and passenger vans co-be monitored at a rate of one vehicle per minut. per monitor.

D.

Buses can be monitored at a rate of one bus per two minute period per monitor.

E.

Special facility evacuees can be monitored in their vehicle at a monitoring rate of one special facility esacuee per 70 second period per monitor.

F.

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 second per person.

G.

The average number of vehicle occupants for Resident populations is 2.6 persons per vehicle, the average number of vehicle occupants for Transient population is 2.4 persons per vehicle.

(Ref. NHRERP Vol. 6, ETE. pages 2-5 and 2-12.)

H.

The average number of bus occupants is assumed to be

,4,_5..

5 I.

For Beverly, summer peak time occurs on the weekend; for North Andover, summer peak time occurs during the week.

J.

Personnel from special facilities in special vehicles (wheelchair vans, evacuation bed buses, etc.) will be monitored in their respective vehicle and will not be going through the monitoring trailer.

K.

The number of monitoring locations per each trailer at each Reception Center is 18 as established in the January 13, 1989 memo of D.

Bovino (SEP # 890141)

LRY1517 2

l

\\

d' II.

REFERENCES A.

Specific'information pertaining to the numbers of wheelchair vans, evacuation bed buses, school populations etc. were obtained from data assembled.

for the semi-annual revision to Appendix M of the Seebrook. Plan for Massachusetts Communities (SPMC) as of April 16, 1989.

B.

Resident and peak population data was obtained from the SPMC Table 3.6-1.

L C.

Transient population data was obtained from the Evacuation Time Estimate for Seabrook Station contained in Volume 6 of the NERERP, Table 11-7.

D.

Beach transient. populations figures were determined using data provided by E. Leiberman based on the 1987 serial survey.

E.

NHY Memo of D. Bovino to D. Tailleart, January 13, 1989, SEP # 890141.

F.

NHY Memo of J. Ellis to P. Stroup, May 26, 1989, SEP.f 892072.

III. ANALYSIS OF VEHICLE MONITORING A.

Input Data Refer to Attachment 1 for population tables and data summaries.

B.

The anticipated evacuee loads for the Beverly and North Andover Reception Center are summarized below. Refer to Attachment 2 for their derivation.

Beverly North Andover Summer OffSeason Summer offseason Trailer Load 9,360 10,712 6,981 8,698 In-Vehicle Load 2,118 2,118 1,095 1,095 Total Load 11,478 12,830 8,076 9,793 LRY1517 3

C.

The vehicle resou,rces for the Massachusetts communities assigned to the Beverly and North Andover Reception Centers are summarized below.

Refer to Attachment 3 for their basis and j

calculation.

l-Beverly North Andover Summer OffSeason Summer OffSeason Special Facility Vehicles

120 120 80 80

-- Evac. Bed Buses and SF Buses 68 68 33 33 Other Buses **

34 161 53 133 Includes ambulances, wheelchairs vans and passenger vans (non-bus).

Includes evacuation route buses and school / day care buses.

D.

Calculational models of the anticipated number of private vehicles arriving at the Reception Centers 1.

Anticipated offseaeon private vehicle load =

0.2[RP-TD-S-DC-SF]/2.6 + 0.2(T)/2.4 where: RP resident population of communities

=

assigned to Reception Centers (SPMC, Table 3.6-1),

TD transit-dependent populations

=

(NHRERP), Vol. 6. Table 11-7),

S school population (See Attachment 1)

=

DC day care population (See Attachment 1)

=

SF special facility, special needs and

=

hospital populations (See Attachment 1), and T

offseason transient population

=

(See Attachment 1).

2.

Anticipated summer private vehicle load =

[0.2(RP-TD-DC-SF-BP+VP)-

0.2(BP+VP))/2.6+0.2[BP+VP)/2.4 where: RP peak summer population (SPMC, Table

=

3.6-1).

TD transit-dependent population,

=

DC day care population.

=

LRY1517 4

4-sd, SF-special facility, special needs and

' hospital population.

BP 50 percent of translent beach

=

population = 10,121 persons (applies only to Beverly Reception Center) (see ), and VP' 50 percent of vehicles in-transient

=

populations = 294 persons (applies only to Beverly Reception Center) (see )

E.

Calculation of private vehicle loads 1.

Offseason a.

Beverly =

[0.2(28,619 754-5351-534-2118)/2.6) +

0.2(509)/2.4 = 1570 vehicles b.

North Andover =

-[0.2(21,974-730-4116-753-1095)/2.6) +

0.2(216)/2.4 = 1193 vehicles 2.

Summer-a.

Beverly =

[0.2(55,728-754-2118-10,121+294) -

(weekend) 0.2(10,121+294))/2.6 + 0.2(10,121+294)/2.4 = 3377 vehicles b.

North Andover =

[0.2(30.068-730-753-1095)/2.6) = 2115 vehicles (midweek)

F.

Calculational model of number of monitoring personnel needed for vehicle and special facility evacuess monitoring.

Monitors = (# of evacuees /hr)/2.6 evacuees per vehicle /60 vehicles per hour per monitor) +

(i of non-bus special vehicles /12 hours /60 vehicles per hour per monitor) +

(f Evac. Bed Buses and SF Buses /12 hours /30 vehicles per hour per monitor) +

(# of In-vehicle Monitorees/12 hours /51 evacuees per hour per monitor)

Where:

of evacuees /hr = 918 (51 persons per station for 18 stations) i of non-bus special vehicles - see Section C above LRY1517 5

"a;

of Evac. Bed Buses and SF Buses = see Section C above i of In-vehicle Monitorees = population of Special' Facilities and hospitals 2.6 evacuees per vehicle = vehicle occupancy (from NERERP Vol. 6. ETE p. 2-5) 60 vehicles per hour is based on 1 min. per vehicle monitoring rate (non-buses) 30 vehicles per hour is based on 2 min. per bus monitoring rate 51 evacuees per hour is based on 70 second monitoring rate per person G.

Calculation of Vehicle Monitoring Offseason and Summer Beverly = 918/2.6/60 + 120/12/60 + 68/12/30 +

[(1924 + 194)/12/51)

= 9.7 or 10 monitors North Andover = 918/2.6/60'+ 80/12/60 + 33/12/30 +

[(1031 + 64)/12/51)

= 7.9 or 8 monitors H.

Conclusion Maximum number of personnel needed to monitor all incoming vehicles and perform in-vehicle monitoring is 10 monitors.

Presently 8 people are assigned to this function (IP 2.9) at both reception centers.

If necessary the Monitoring Decontamination Leader may reassign other monitoring / decontamination personnel to this function.

Present plans and personnel assignments are adequate.

LRY1517 6

j

.IV.

ANALYSIS OF NUMBER OF REGISTRATION STATIONS A.

Maximum trailer through-put - 51 evacuee / hour / station l-x 18 stations = 918 evacuees / hour, and (918 evacuees / hour)/(2.6 evacuees per reg. unit)

=

353 registration units / hour.

lj where:

51. evacuees / hour / station is based on one minute.

1 monitoring rate 18 stations based on Jan. 13, 1989 memo of D..Bovino to D. Tailleart 2.6 evacuees per registration units, per NHRERP Vol. 6 ETE.

B.

Calculation using 5 minute registration time from NH PID (slip op. pg. 102)

If the processing time'for 1 registration unit is assumed to take 5 minutes, then 12 registration units-per. hour can be processed at one registration station, and 353 registration units /hr x 1 registr.

station /12 registr. units /hr.a 29.4 registration stations (or rounded 30 registration stations)

C.

Calculation using a 2 minute registration time.

(Refer to SEP #892072).

If the processing time for 1 registration unit is assumed to be 2 minutes, then 30 registration units per hour can be processed at one registration station, and 353 registr. units /hr. x 1 registr. station /30 registr. units /hr.=

11.8 registration stations (or rounded, 12 registration stations)

D.

Conclusion Processing of a registration unit consist of evacuees completing the left side of a Reception Center Registration / Lodging Form (IP 3.5, Attar.hment 7).

This was tested to be approximately 2 minutes. The registrar completes the right side of the same form and provides directions / route map to the Congregate Care Center.

SPMC IP 3.5 will be revised to reflect that five personnel are assigned to coordinate various registration units and provide the congregate care referral. The ORO personnel may assist between 2 and 6 registration units at once.

LRY1517 7

l l

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

h'.s 4-c.

e,7 4

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o.

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4 h..,Y

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lc; o

.1.

+

O I

ATTACIMENT 1

.-j' h

TABLES AND MTA StBM&EIES

.USED IN CALCULATING VERICLE MONITORING

1..

q f.

t LRY1517 8

ri C

______._i_._______._____._1__._____..____.____

-9 a..'*

A endment 5-TABLE 3.6-1 MAXINUM EVACUATING POPULATION Peak Pooulation Permanent Sumer Sumer Residents Midweek Veekend

~

- Host Comunity of North Andover Amesb0ry 14,258 19,359 17,454 Herrimad 4,420 6,079 5,242 West Newbury

_3.296

_4.630 4,133 TOTAL 21,974 30,068 26,829 Host Comunity of Beveriv Salisbury 6,726 18,919 22,302 Newburyport 16,414 23,481 22,077 Newbury

_5.479 10.476 11.3s9 TOTAL 28,619 52,876 55,728 TOTAL MASSACHUSETTS EP2 50,593 82,944 82,557 NOTES:

Numbers are derived from the Seabrook Station Evacuation Time Study and Traffic Management Plan Update,' August 12, 1986, KLD Associates, Inc. and from the data compiled through the aerial survey of seacoast areas in Massachusetts and New Hampshire conducted July 18, 1987 by Avis Airmap of Braintree, Massachusetts.

These figures #'re subject to update as part of a

the continuous planning process.

l 1 of 1 G-Revision 0 w

^ ' ' " '

g g

m 6-L DERIVATION OF OFFSEASON TRANSIENT POPULATIONS l

Offseason Transient Populations (T) were derived from information contained ~ Volume 6 of.the NHRERP. page M-11 and M-12, (Copies.

follow this' derivation.'). -

These figures'were derived by multiplying the total number of.

transient vehicles'for.each town reporting to the appropriate reception. center by the number of evacuees / vehicle (2.4).

Beverly

. Salisbury "a

184 Newbury 0

.Newburyport -

28 212 (212 vehicles).(2.4 evacuees / vehicle) = 508.8 (509 evacuees)

North Andover-Amesbury 20

'Merrimac.

45 West Newbury -

-25 90 (90 vehicles)'(2.4 evacuees / vehicle) = 216 evacuees ~

h LRY1517L 9

1 w _$__

h

.4 5

6 ff,D 4 0

s 9$,

p Traffic Demand for Scenarios 5, 6,

7 Total Generated Trios Community Centroid Permanent

_ Transient Employees Total Amesbury~

2068 264 0

0 2069

681 0

'O 2070 194 0

O 2071 996 0

0 2072 708 20 0

2073 491 0

0 2074 491 0

0 2075 931 0

0 2118 728 0

0 2207 O

0 1,665

~

2208 0

_q 1,665 5,484 20 3,330 8,834 Merrimac 2076 742 0

0 2077 748 0

0 2078 210 45 0

2206 0

_0 1,284 d k.-

1,700 45 1,284 3,031 e:cg;

~

.Newbury 2079 1,000

'O O

2080 1,000 0

0 2082

.100 0

0 2104 7

0 0

2200 0

0 664 2201 0

0 665 2,107 0

1,329 3,436 Newburyport 2081 208 28 0

2083 432 0

0 2084 432 O

O 2085 432 0

0 2086 432 0

0 2087 319 0

0 2088 524 0

0 2089~

988 0

0 2090 1,034 0

0 2091 739 0

0 2102 520 0

0 2114 253 0

0 2202 0

0 1,208 2203 0

0 1,209 2204 0

_a 1,209 6,313 28 3,626 9,969

,g,

~ TAT

~

<1 '

Salisbury 2092 332 0

0 2093 81 0

0 2094 192 80 0

M-ll-

4 f?:.h..,

Traffic Demand for Scenarios 5, 6, 7 (cont.)

Total Generated Trios Community Centroid Permanent Transient Employees Total Salisbury 2095 192 0

0 (conc.)

2096 844 81 0

2097 170 23 0

2098 776-0 0

2209 0

0 797 2210 0

0 796 2,587 184 1,595 4,365'

^

2099 409 25 0

W. Newbury 2100 446 0

0 2101 413 0

0 2205 0

,_g, 870 1,268 25 870 2,162 Brentwood

.2001 460 0

0 2002 162 0

0 2119 162 0

0 784 0

0 784 E. Kingston 2003 128' O

O 2004 44 0

0 2005 313 0

0 485 0

0 485 Exeter 2006 338 25 0

2007 404 0-0 2008 404 0,

0 2009 582 0

0 2010 696 0

0 2011 532 31 0

2012 396 0

0 2013 352 0

0 2014 240 0

0 2032 573 0

0 2223 0

0 843 2224 0

_0 843 4,517 56 1,686 6,258 Greenland 2015 220 0

0 2016 292 0

0 2017 344 0

0 2227 0

0_

117 856 0

197 1,053.

Hampton 2056 520 0

0

'[

2057 291 148 0

2058 643 0

0 2059 924 0

0

Table 11-7.

Estimated Transit Requirements 1

,2 3

4 5

6 Bus

'ople No. of Pass.

Trips Total Buses Em ' iring Bus Per Per Bus Re-Community Transit Routes Route

-Route Tries cuired Abesbury 521 7

89 3

21 18 Merrimac 145 2'

87 3

6 5'

Newbury 194 4

58 2

8 7

Newburyport 388 5

93 3

15 13' Salisbury 172 5

41 2

10 9

West Newbury.

64 3

26 1

3 3-Brentwood 63 2

38 2

4 3

' East Kingston 30.

0 18 1

1 1

Exeter 291 4

87 3

12 12 Greenland 187 3

75 3

9 7

Hampton 219

.8 33 2

16 8

Hampton-Falls 62 3

25 1

3 3

Kensington 41 2

25 1

2 2

fingston' 63 0

15 1

5 5

New Castle 60 1

60 2

2 2

Newfields 30 2

18 1

2 2

Newton' 144 3

58 2

6 6

North Hampton 65 3

26 1

3 3

Portsmouth 638 7

109 4

28 22 Rye 64 5

15 1

5 5

seabrook 172 4

52 2

8 6

South Hampton 57 2

34 2

4 4

Stratham 63 4

19 1

4 4

TOTALS:

3733 177 150 Column Exulanatien Column Explanation 1

From column 6 of Table 11-6 4

Col. 3/30 L

2 Given by State CDA's 5

Col. 2 x Col. 4 3

1.2 x Col. 1/ Col. 2 6

1.2 x Col. 1 L

/36, but 2 no. of routes Notes:

The Town of Exeter will use four pick-up locations, rather than four bus routes.

The Town of East Kingston will pick up people at their homes.

The Town of Newton and South Hampton are provided more buses than required in order to limit transit ETE.

_ __ _ _ _ _ ___ _ _ Ad_ __

... ~

t

~

Derivation of Transient Beach Population.

and Vehicles in Transit Population Transient beach population (BP) and vehicles in transit population (VP) were derived-from information obtained by E.

Leiberman' based'on the 1987 aerial survey.

Transient Besch Populations:

This ' figure was derived by multiplying the total number of -

transient vehicles for=those beach areas in Massachusetts identified on the following table by the number of evacuees / vehicles (2.4).

1792 988

'5654 8434 x 2.4 evacuees / vehicle =~20241.6 evacuees 50% of 20241.6 = 10,120.8 or 10,121 evacuees

- Vehicles in Transit Populations

- This figure was derived by multiplying the number of in-vehicle

. transients.(supplied by E. Leiberman) by the number of evacuees / vehicle (2.4).

245 x 2.4 evacuees / vehicle = 588' 50% of 588 = 294 evacuees 1

LRY1517 10

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SPECIAL FACILITY POPULATIONS ~

(INFORMATION COMPILED FOR SPMC APPENDIX H AS OF 4/89) j ll:

Soecial' Facilities (Non-Schools).

7 North Andover BeverlY m

SF.- Ames 759 SF-' - N

'262 SF: - Merri 103 SF - Npt 1143 S F.-. - W.

. 111.

SNI - N-44 O

SF - Sal 185' SNI - Ames' i.

l SNI - Merri-38 SNI - Npt 193 SNI - W J

SNI

. Sal

17. -

1',

TOTAL 1031

, TOTAL 1924 Hosoitals' l.

North Andover Beverly l

n

.'s '-

H - Ames 64*-

H - Npt 194*

TOTAL

'64 TOTAL 194 Schools North Andover Bever1v Ames 2254 N

2050 Herri' 498 Npt 2730 W

1),f4 Sal 191

~ TOTAL 4116 TOTAL 5351 Day Cares North Andover Beveriv Ames 518 N

74 Marri 63 Npt 374 p..

.W 172.

Sal ji TOTAL 753 TOTAL 534

Assumes average bed capacity plus one staff per patient.

LRY1517-11

_____----,------a--

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ATTACHMENT 2 CALCULATION OF ANTICIPATED EVACUEE LOADS.

1.

Formulas

a. Anticipated Total Evacuee Load (202) (Resident Population - Special Populations)

.=

+ Special Populations

(.2) (RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + SF +

=

l' DC + H E

b. Anticipated Monitoring Trailer Load (20Z) (Resident Population - Special Populations)

=

+ Special Populations required to go through trailers

(.2) (RP+T-TD-S-SF-DC-B-BP+VP) + TD + S + DC

=

c. Anticipated In-vehicle Monitoring Load (Anticipated Total Evacuee Load) - (Anticipated

=

Monitoring Trailer Load)

Where:

RP = Resident Population (resident or summer peak, depending calculation)

TD = Transit Dependent Population S = School Population SF = Special Facilities Population DC = Day Care Population H = Hospital Population BP = Beach-Transient Population (50Z of Beach Population)

VP = Vehicle-Transient Population (50Z of Vehicles-in-Transit)

T = Offseason Transients 2.

Calculations A. Anticipated Total Evacuee Load - Off-season (no beach transient populations, therefore BP + VP assumed to be zero) 1.

Beverly

(.2)(RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + SF + DC

=

+H LRY1517 12

1 L5 :

1 1

!s;

(.2) (28,619+509-754-5,351-534-1,924-194-0+0) +

=

754 + 5,351-+ 534 + 1,924 + 194

(.2) (4,074.4) + 8.756

=

12830

=

l 2.

North Andover

(.2) !RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + SF + DC l

+H l

(.2) (21,974+216-730-4,116-753-1.031-64-0+0) +

=:

730 + 4,116 + 753 + 1,031 + 64

(.2) (15,496) + 6,694

=

9,793

=

B. Anticipated Total Evacuee Load - Summer (Off-season transients (T) equals 0) 1.

Beverly (schools and day. care assumed to be zero due to peak population at weekend)

(.2) (RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + SF + DC

=

+H

(.2) (55,728+0-754-0-0-1,924-10,121+294) + 754 +

=

0 + 0.+ 1,924 + 194

(.2) (43,029) + 2872

=

11.478

=

2.

North Andover (schools only assumed to be zero due to peak population being midweek. Day cares assumed in session)

(.2) (RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + SF + DC

=

+H

(.2) (30.068+0-730-0-1,1,031-753-64-0+0) + 730 +

=

0 + 1,031 + 753 + 64

(.2) (27,940) + 2,758

=

8,076

=

LRY1517 13

1 1

);

C. Anticipated Monitoring Trailer Load - OffSeason (no.

j beach transient' populations, therefore BP+VP. assumed to be zero) 1.

Beverly

(.2) (RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + DC

=

(.2) (28,619+509-754-5,351-1,924-534-194-0+0) +

=

E 754 + 5,351 + 534

(.2) (20,372) + 6,638

=

10,712.4 Evacuees

=

2.

North Andover

(.2) (RP+T-TD-S-SF-DC-B-BP+VP) + TD + S + DC

(.2) (21,974+216-730-4,116-753-1,031-64-0+0) +730

=

+ 4.116 + 753

(.2) (15,496) + 5,599

=

8,698 Evacuees

=

D. Anticipated Monitoring Trailer Load - Summer (OffSeason transients (T) equals 0).

1.

Beverly (schools and day care assumed to be zero due to peak population being weekend)

(.2) (RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + DC

=

(.2) (55,728+0-754-0-1,924-0-194-10.121+294) +754

+0+0

(.2) (43,029) + 754

=

9,360 Evacuees

=

2.

North Andover (Schools only assumed to be zero due to peak population being midweek. Daycares assumed in session.)

(.2) (RP+T-TD-S-SF-DC-H-BP+VP) + TD + S + DC

=

(.2) (30.068+0-730-0-1,031-753-64-0+0) +730 + 0 +

=

753 LRY1517 14

l.:-

(.2) (27,490 + 1,483)

=

6,981 Evacuees

=

E. Anticipated In-vehicle Monitoring Load (OffSeason) 1.

Beverly L

(Anticipated Total Evacuee Load) - (Anticipated

=

Monitoring Trailer Load) 12,830-10,712 2,118 Evacuees Monitored In-vehicles

=

2.

North Andover (Anticipated Total Evacuee Load) - (Anticipated Monitoring Trailer Load) 9.793-8,698

=

1,095 Evacuees Monitored In-vehicles

=

F. Anticipated In-vehicle Monitoring Load - Summer 1.

Beverly (Anticipated Total Evacuee Load) - (Anticipated

=

Monitoring Trailer Load) 11.478 - 9360

=

2118 Evacuees Monitored In-vehicles

=

2.

North Andover (Anticipated. Total Evacuee Load) - (Anticipated

=

Monitoring Trailer Load) 8,076 - 6,981

=

1095 Evacuees Monitored In-vehicles

=

LRY1517 15

1 ATTACIBGMT 3 SIEGIARY OF VEHICLE RESOURCES ASSIGNED TO EACH RECEPTION CENTER Evacuation Bed Buses and Special Facility Buses L

NORT5 ANDOVER l

BEVERLY (Sununer + OffSeason)

-l (Sununer + OffSeason) l Amesbury Special l

Newbury Special

~ Facility Buses 18 l

Facility Buses 10 I

Merrimac Special l

Facility Buses 4

l Newburyport Special l

Facility Buses 34 l

West Newbury Special l

Salisbury Special Facility Buses 0

l Facility Buses 4

1 Amesbury Evacuation l

Newbury Evacuation Bed Buses 9

l Bed Buses 1

I I

Merrimac Evacuation l

Newburyport Evacuation Bed Buses 1

l Bed Buses 19 i

West Newbury Evacuation l

Salisbury Evacuation Bed Buses 1

I Bed Buses 0

l Total Summer and.Offseason l

Total Sunsner and offseason Evac. Bed Buses and Special l

Evac. Bed Buses and Special Facility Buses for North l

Facility Buses for Beverly:

68 Andover:

33 l

1 LRY1517 16

_-________--__________=.-.__ _____ - __-_-___-__ __

+. (continued)

SIB 9fARY OF VEHICLE RE3OURCES ASSIGNED TO EACH RECEPTION CENTER Other Buses NORTH ANDOVER l

BEVERLY i

i Sununer l OffSeason l

Summer l

OffSeason l

l Amesbury l Amesbury l

Newbury l

Newbury ~

9 TD Buses 18

.l TD Buses 18 l TD Buses 9

l TD Buses I

I I

Merrimac l Merrimac l Newburyport l

Newburyport TD Buses 7

l TD Buses 7 l TD Buses 14 l

TD Buses 14 I

I l

West Newbury l West Newbury l

Salisbury l

Salisbury TD Buses 5

l TD Buses 5l TD Buses 11 l

TD Buses 11 I

I I

Amesbury l Amesbury l

Total Summer l

Newbury School Day Care l School Buses 44 'l other Buses for l

Buses 41 Buses 15

'l l

Beverly:

34 l

1 1

I Merrimac l Merrimac l

l Newburyport Day Care l School Buses 9l l

School Buses 4

l l

l Buses 57 I

I I

West Newbury l West Newbury l

l Salisbury School Day Care l School Buses 27 l l

Buses 10 Buses 4

l l

l 1

Total Summer l Amesbury Day l

l Newbury Day Care Other buses l Care Buses 15 l l

Buses 2

for North l

l l

Andover 53 l Merrimac Day l

l Newburyport l Care Buses 4l l

Day Care l

l l

Buses 13 I

I I

l West Newbury l

l Salisbury Day l Day Care l

l Care Buses 4 l Buses 4 l l

1 1

I l Total OffSeason l

l Total OffSeason lOther Buses for j

l Other Buses for l North l

l Beverly:

161 lAndover 133 l l

e i

TD= Transit Dependent LRY1517 17

e

. ATTACIDGDIT 3 - (continued)

ill, Special Facility Vehicles i

i l

NORTH ANDOVER l

BEVERLY l

l (Sununer and Off Season) l (Summer and Off Season) l l

l l

lAmesbury Ambulances 29 [Newbury Ambulances 0l l- (6 hospitals) l

.l

'l i

I lMerrimac Ambulances 0 lNewburyport Ambulances.

44 l l

(17 hospitals) l l

l l West Newbury Ambulances jSalisbury Ambulances 13 l e

1 1

I lAmesbury W.C.V.

31 lNewbury W.C.V.

4 l I

I I

lMerrimac W.C.V.

4 lNewburyport W.C.V.

26 l l

l 1

l West Newbury W.C.V.

1 l Salisbury W.C.V.

9 l l

l l

lAmesbury Pass. Vans 13 lNewbury Pass. Vans 6l l

l 1

lMerrimac Pass. Vans 5 lNewburyport Pass. Vans 24 l l

t I

l West Newbury Pass. Vans 3 l Salisbury Pass. Vans 11 l 1

1 I

I I

I l TOTAL Special facility l

TOTAL Special facility l

l vehicles for l

vehicles for l

l North Andover 80 l Beverly 120 l l

1 1

I I

I i

a e

LRY1517 18

n' h

i

-9 ATTACHMENT 3 (continued)

-Vehicle Needs (Used to Develop Summary Table) i i

i i

1 l

l l EVAC.

l l

l PASS l-l

l. BUS l BED BUS l AMBULANCE l W.C.V.l VAN l

l

[

I i

i lAMESBURY l

l l

-l l

l

-lSpecial Needs l

l 1*

j l

3 l

13 l

l-l l

I l

l l

l Schools l

44 l

l l

2 l

l I

l Day Cares l

15 l

l l

l I

lSpecial Facilities l 10 l '

l l

5 l

l l

l I

JNursing Hemes l

7 l

6*.l 23 l

19 l

l l

I l

l 5

l Hospitals l

1 l

2 l

6 l

2 l

l I

i i

l-TOTAL l

77 l

9 l

29 l

31 l

13 l

l l

l IMzanMac l

l l

l lSpecial Needs l

l 1

l l

1 l

5 l

l l

l Schools.

l 9

l ---

l l

l Day Cares' l

4 l

l l

l lSpecial Facilities!

4 l

l l

3 l

l l

I l

l Nursing Homes l

l l

I l

l l

I l Hospitals l

l l

I I

I l

TOTAL l

17

.l 1

l l

4 l

5 l

l l

l

.lmam l

l l

l lSpecial Needs l

'l 1

l l

1 l

6 l

l l

l

-l Schools l

41 l

l l

l l Day Cares l

2 l

l l

lSpecial Facilities l 10 l

l l

l 3

l l

l Nursing Homes l

l l

1 l

l l

l l Hospitals l

l l

1 l

l l

l TOTAL l

.53 l

1 l

l 4

l 6

l t

t I

f f

f I

Shared with Salisbury and assumed to go to North Andover Reception Center.

SOURCE:

Based on the updated worksheets (updated 2/25/89) which were attached to the transportation analysis.

LRY1517 19

4-

' ATTACHMENT 3 (continued)

Vehicle Needs (Used to Develop Summary Table)

I I

I i

i i

I l

l l EVAC.

l l

l PASS l

l l.

l BUS l BED BUS l AMBULANCE l W.C.V.l VAN l

i

'lNEW5URYPORT l

l l

l lSpecial.Needs l '

l 1

l l

4 l

24 l

l l

l Schools l

57 l

l l

l' --

l l

l l Day Cares l 13 l

l l

l lSpecial Facilities l 25 l

l l 11 l

l l

l l Nursing Homes l

7 l 14 l

27 l

5 l

l l

l Hospitals l.

2

'l 4

l 17 l

6 l

l

[

l TOTAL l 104 l

19 l

44 l

26 l

24 l

l l

l l SALISBURY l

l l-l l

l lSpecial Needs l

l l

l 4

l 11 l

5 I

I l

l Schools l

10-l l

l l

I l

l l

l Day Cares l

4 l

l l

l i

i i

I 5

lSpecial Facilities l.

3 l

l 3

l 1

l l

l JNursing Homes l

1 l

l 10 l

4 l

l l Hospitals l

l l

i i

i l. TOTAL l

18 l

l 13 l

9 l

11 l

I l

l l

l WEST NEWBURY l

l l

l lSpecial Needs l

l 1

l l

1 l

3 l

l l

i i

l Schools l

27 l

l l

l l Day Cares

{

4 l

l l

I l

l l

l lSpecial Facilities l l

l l

I i

i l

l Nursing Homes l

l l

i l Hospitals l

l l

l 1

l l

l

'l.

l TOTAL l

31 l

1 l

l 1

l 3

l I

f I

t t

t I

LRY1517 20

O

! M LII '

aN 19 JUN -7 P5 :02 CERTIFICATE OF SERVICE CFR I

I, William L. Parker, one of the attorneys for ths 9 ;

Kf Applicants herein, hereby certify that on June 1, 1989, I'hade service of the within document by depositing copies thereof with Federal Express, prepaid, for delivery to (or, where indicated, by depositing in the United States mail, first class postage paid, addressed tc):

Administrative Judge Ivan W. Smith Adjudicatory File 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 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 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 Fl.

11555 Rockville Pike Rockville, MD 20852 John P. Arnold, Esquire Diane Curran, Esquire Attorney General Andrea 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

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 A ___

]i

,b

' T zii

.o Di Philip lAhrens,IEsquirei' Mr. J. P. Nadeau Assistant. Attorney General Selectmen's Office:

Department:of the Attorney

.10 Central' Road General Rye, NH~ 03870

Augusta,6ME 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 03901 One Ashburton Place,119th Fl.-

Boston, MA 02108' Mrs.' Sandra Gavutis Mr. Calvin A. Canney

' Chairman, Board of Selectmen City' Manager RFD'1 - Box 1154 City Hall

. Route 1107 126 Daniel-Street-

~

Kensington,.NH 03827 Portsmouth, NH' 03801-

'* Senator Gordon J. Humphrey R. Scott Hill-Whilton,' Esquire' Washington, DC 20510.

Lagoulis,, Hill-Whiltonl&:

U.S. Senate E

Rotondi (Attn:

Tom Burack) 79 State Street' Newburyport, MA 01950

Senator Gordon J. Humphrey Leonard Kopelman, Esquire t

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 _ _ _

A

O b, s.

,e

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

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

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

Bothell, Washington 98021-9796 Ashod-N. Amirian,- Esquire 145 South Main Street P.O.. Box 38' Bradford, MA 01835 voa r.PA William L.

Parker

(*= Ordinary U.S. First Class Mail) l l _ _ _ _ - _ _ _ _ _

-

ML20248B657

Text

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