Text

TR510, Revision 2, Evacuation Time Estimates. Part 4 of 4
	ML16047A071
Person / Time
Site:	Pilgrim
Issue date:	12/31/2015
From:	; KLD Engineering, PC
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML16047A066	List: ML16047A067; ML16047A068; ML16047A069; ML16047A070; ML16047A071;
References
	2.16.007 TR510, Rev. 2
	Download: ML16047A071 (128)
	v • d • e

APPENDIX]J Representative Inputs to and Outputs from the DYNEV II System

J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV IISYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.

Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-i and the figures in Appendix Kfor a map showing the geographic location of each link.

Table i-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R03) for each scenario. As expected, Scenarios 8 and 11, which are snow scenarios, exhibit the slowest average speed and longest average travel times.

Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -

US-44, Route 3, and Route 3A - for an evacuation of the entire EPZ (Region R03) under Scenario 1 'conditions. As discussed in Section 7.3 and shown in Figures 7-3 through 7-9, Route 3A southbound is congested for most of the evacuation. As such, the average speeds are comparably slower (and travel times longer) than other evacuation routes.

Table i-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions. Refer to Table K-i and the figures in Appendix K for a map showing the geographic location of each link.

Figure i-i through Figure J-14 plot the trip generation time versus the ETE for each of the 14 Scenarios considered. The distance between the trip generation and ETE cu~rves is the travel time. Plots of trip generation versus ETE are indicative of the level of traffic congestion during evacuation. For low population density sites, the curves are close together, indicating short travel times and minimal traffic congestion. For higher population density sites, the curves are farther apart indicating longer travel times and the presence of traffic congestion. As seen in Figure i-i through Figure J-14, the curves are spatially separated as a result of the traffic congestion in the EPZ, which was discussed in detail in Section 7.3.

Pilerim Nuclear Power Station i-1 KLD Eneineering. P.c.

Evacuation Time Estimate Rev. 1

Table J-i, Characteristics of the Ten Highest Volume Signalized Intersections

£.s ** S

- a I I - S ~*pp - 0 -

IS- I . S 6 S 187 10,199 1549 US-6 & Glen Charlie 357 J 257 [ 6 188O Rd. Act,UatdLU 359 j 728 20 TOTAL 11,184 184 10,406 1349 185 US6&Wlat Actuated 617 0 0 DrveayTOTAL 10,406 -

185 10,322 1442 186 U6&Wlat Actuated 618 0 0 DrveayTOTAL 10,322 -

631 7,811 306 182 US-6 & Onset Ave. Actuated 351 105 4 TOTAL 7,916 -

173 7,211 0 174 US-6 & Edge Hill Rd. Actuated 632 47 0 TOTAL 7,258 -

175 7,243 0 76 US-6 & Nightingale Actuated 476 13 0 16Pond Rd. 477 0 0 TOTAL 7,256 -

472 6,019 0 US-6 & Bournedale 173 R.Actuated 335 1,200 0 TOTAL 7,219 -

179 4,385 159 80 US-6 & St. Margarets Acutd 348 432 15 St. 350 1,626 343 TOTAL 6,443 -

150 6,280 70 151 SR 3A & Main St. Actuated 152 2 0 TOTAL 6,282 -

136 2,762 1 485 SR 58 &SR 27 Actuated 488 3,500 35 TOTAL 6,262 -

Pilgrim Nuclear Power Station J-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table J-2. Sample Simulation Model Input 7 ~II1;~h~ ~

8489 1,698 187 280 NW 8137 1,698 8046 4,500 8651 1,698 511 12 W 8061 1,698 8709 1,698 8081 4,500 784 224 S8089 4,500 8062 3,810 8081 4,500 1021 114 W 8651 1,698 8061 1,698 8515 1,698 1053 164 W 8171 1,698 8489 1,698 8046 4,500 1043 199 NW 8155 1,698 8554 1,698 8081 4,500 324 13 S8089 4,500 8062 3,810 8081 4,500 632 63 SW 8601 1,698 8089 4,500 754 53 S 8062 3,810 8155 1,698 905 30 NW 8554 1,698 Pilgrim Nuclear Power Station J-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table 1-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)

Newr-Wd Average -3.-61 Travel Time (Min/Veh-Mi) I I ______

Network-Wide Average 20.7 17.9 19.5 16.7 18.9 23.0 19.4 18.9 21.1 18.6 19.7 19.6 16.4 18.4 Speed (mpn)

Total Vehicles111111111 EiigNtok98,830 99,304 99,758 100,437 76,669 94,631 95,108 93,848 93,396 93,160 92,319 73,868 89,054 99,192 P.C.1 KLD Engineering,Rev.

Pilgrim Pilgrim Nuclear Power Nuclear Station J-4 KLD Engineering, P.C.1 Evacuation TimePower Station Estimate Rev.

Evacuation Time Estimate

Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)

Westbound 7.0 22.9 18.2 8. 22 1. 07 7. .

Route 3 Northbound 13.5 28.1 28.8 25.6 31.5 68.9 11.7 69.6 1.

Route 3 Southbound 6.9 66.2 6.3 65.9 6.3 70.0 5.9 69.9 6.0 Route 3A Northbound 15.3 29.2 31.4 35.9 25.6 36.2 25.3 37.9 24.2 Route 3A Southbound 10.8 7.4 870 44 168 12.3 524 46.2 14.0 Pilgrim Nuclear Power Station J-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table J-5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1

.s -s S

L~4nI Cumulative Vehicles Discharged by the Indicated Time Interval I I Cumulative Percent of Vehicles Discharged by the Indicated Time 3,162 7,002 9,388 9,919 2

14% 13% 12% 10%

973,487 7,844 12,217 12,950 16% 14% 15% 13%"

181,130 2,659 4,226 5,797 5% 5% 5% *6%

112,160 3,931 4,672 4,820 10% 7% 6% 5%

192,665 6,677 9,527 11,099 12% 12% 12% 12%

142,949 7,265 10,108 11,925 13% 13% 12% 12%

371,012 2,566 4,094 5,590 5%' 5% 5% 6%

276 826 1,716 2,651 380 1% 2% 2% 3%

447 1,223 1,982 2,595 657

____ 2% 2% 2% 3%

115 304 556 798 658

____ 1% 1% 1% 1%

65864 2,452 3,998 5,343

____ 4% 4% 5% 6%

300 996 1,617 1,985 687

____ 1% 2% 2% 2%

32 124 177 188 702

____ 0% 0% 0% 0%

78600 1,837 2,660 3,044 3% 3% 3% 3%

562 1,623 2,574 3,219 789 3% 3% 3% 3%

390 1,320 2,166 2,812 828

____ 2% 2% 3% 3%

310 1,003 1,465 1,526 883 1% 2% 2% 2%

Pilgim Ncler Poer Satin KL KLD EngneeingP-C Engineering,Rev.

P.C.

Evacuation Time Estimate Rv 1

.e -e

~Cumulative Vehicles Discharged by the Indicated Time Interval Cumulative Percent of Vehicles Discharged by the Indicated Time 0:::10 2% 2% 2% 2%,,

206 699 1,168 1,706 946 1% 1% 1% 2%

103402 1,200 2,021 2,616 2% 2% 2% 3%

103721 1,975 3,171 3,424

____ 3% 4% 4% 4%

Pilgrim Nuclear Power Station J-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)

-Trip Generation mETE 100%

In U 80%

U, 60%

(U 4-0 I-

.4- 40%

0 4-a, 20% t I { i I I I I I U

a, a.

0%

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)

Figure J-1. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather (Scenario 1)

ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2) 1Trip Generation -ETE 100%

J U,

a,

'3 80% b a,

EU 60%

JJ 4.,

0 I-

.4- 40%

0 4-C a,

U 20%

a, a-0%

0 30 60 90 120 150 180 21 210 24 240 27 270 30 300 Elapsed Time (min)

Figure J-2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2)

Pilgrim Nuclear Power Station J-8 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)

.--Trip Generation -... ETE 100%

w 80%

U 60%

I-40%

i.4 0J 4- 20%

0%

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (mi Figure J-3. ETE and Trip Generation: Summer, Weekend, Midday, Good Weather (Scenario 3)

ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)

,,,,-Trip Generation -ETE 100%

a, a,

80% J (U 60%

4-0 I-

.4- 40%

0 4-a, U

20%

a, a-0%

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)

Figure J-4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4)

Pilgrim Nuclear Power Station '-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)

.,.--Trip Generation ,-,,-ETE 100%

80%

60%

I-40%

L.4

0. 20%

0%

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (mai)

Figure J-5. ETE and Trip Generation: Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5)

ETE and Trip Generation Winter, Midweek, Midday, Good (Scenario 6)

,,,.-Trip Generation ,,,,ETE 100%

4' Li 80%

4' 60%

'U 4-0 I-4- 40%

0 C I I I I I I I I I 0J Li 20%

4' 0.

0%

J 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)

Figure J-6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6)

Pilgim Ncler Poer Satin KI KLD EngneeingP.C Engineering, P.C.

Evacuation Time Estimate Rev.

Rv 1

ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)

-Trip Generation --- ,ETE 100%

'3,

-G80%

60%

40%

20%

0% I I I 0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)

Figure J-7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7)

ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)

,....-Trip Generation ---.. ETE 100%

i* 80%

"* 60%

I--

- 40%

8 20%

a.,

0%

S)30 60 90 120 150 180 210 240 270 300 330 360 390 Elapsed Time (min)

Figure J-8. ETE and Trip Generation: Winter, Midweek, Midday, Snow (Scenario 8)

Pilgrim Nuclear Power Station J-11 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)

-Trip Generation mETE 100%

@3 80%

@3 60%

4-0 I-

6- 40%

0

] I m* t 2 L L L J C

@3 U

20%

@3 a-0%

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (mai)

Figure i-9. ETE and Trip Generation: Winter, Weekend, Midday, Good Weather (Scenario 9)

ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)

-Trip Generation -ETE S80%

"* 60%

4-

'* 40%

20%

0%,

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)

Figure J-10. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 10)

KLD Engineering, P.C.

Pilgrim Nuclear Power Station J-12 KLD Engineering, P.C.

Evacuation Time Estimate Rev.

Rv 1

ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)

-Trip Generation -,ETE 100%

80%

a, I-40%

60%

20% ............

20%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 Elapsed Time (min)

Figure J-11. ETE and Trip Generation: Winter, Weekend, Midday, Snow (Scenario 11)

ETE and Trip Generation Winter, Midweek, Weekend, Evening, Good (Scenario 12)

,,,-Trip Generation ,,,-,ETE 100%

80%

S60%

4--

20

,I-a.

0%

30 0600 90 120 150 180 210 21 240 24 270 27 300 30 Elapsed Time (min)

Figure J-12. ETE and Trip Generation: Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)

KID Engineering, P.C.

Pilgrim Nuclear Power Station J143 KLD Engineering, P.C.1 Evacuation Time Estimate Rev.

Rv

ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good, Special Event (Scenario 13)

-Trip Generation -,,,,ETE 100%

80%

"a 60%

40%

4..

20%

0%

0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)

Figure J-13. ETE and Trip Generation: Summer, Weekend, Evening, Good Weather, Special Event (Scenario 13)

ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)

-Trip Generation ,,,,-ETE 100%

0J a) 4-I-

80%

60%

40%

/J i I i i i i I i i S.-

20%

0%,

210 240 270 300 330 0 30 60 90 120 150 180 21 24 27 30 30 Elapsed Time (rai)

Figure J-14. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)

KID Engineering, P.C.

Pilgrim Nuclear Power Station J-14 J-14 Evacuation Time Estimate Rev. 1

APPENDIX K Evacuation Roadway Network

K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-i provides an overview of the link-node analysis network. The figure has been divided up into 21 more detailed figures (Figure K-2 through Figure K-21) which show each of the links and nodes in the network.

The analysis network was calibrated using the observations made during the field survey conducted in December 2011. Table K-i lists the characteristics of each roadway section modeled in the ETE analysis. Each link is identified by its road name and the upstream and downstream node numbers. The geographic location of each link can be observed by referencing the grid map number provided in Table K-i. The roadway type identified in Table K-i is based on the following criteria:

Freeway: limited access highway, 2 or more lanes in each direction, high free flow speeds

Freeway ramp: ramp on to or off of a limited access highway

Major arterial: 3 or more lanes in each direction

Minor arterial: 2 or more lanes in each direction

Collector: single lane in each direction

Local roadways: single lane in each direction, local roads with low free flow speeds The term, "No. of Lanes" in Table K-i identifies the number of lanes that extend throughout the length of the link. Many links have additional lanes on the immediate approach to an intersection (turn pockets); these have been recorded and entered into the input stream for the DYNEV IISystem.

As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.

Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.

Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.

Pilgrim Nuclear Power Station K-1 KID Engineering, P.c.

Evacuation Time Estimate Rev. 1

Figure K-i. Salem-Hope Creek NGS Link-Node Analysis Network Pilgrim Nuclear Power Station K-2 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

+ I. *.,.. /.<*L-+.*+*,

5>+, 1,+ a-..+

ai Rd 0*

,.,*+

,. \ o ++

)...+ - - - - - - - - - - - - - -. 5 R'

o+--+ ?

,5> ++ ,, + - :°+ .

eca*

+=' + o : *" *. * , . o '-5 5>.. .CR'5>, ++ +* L ++ * +

5> + . . a°---+ .. ;+ '*

- d 0' I 5' .. . . * +. .. + +° *

++ ¢5' +5 oc0 -. , ;'% + , ++ +

/ .. "MatftO%

St ' St.t d..>(

'5' ... + +, o ' --..

sta St

+++-

+ ; S 171.

5 7-

+ :+'+ 1

%fJ.,+-. d*+ ee-

.,,++'+++*.*" .+ 0+*:jo., is* %' >-6.%.6075>o Legend ++ + , ]

PNPS Shc*dowRegion "L*I, Link-Node Analysis Network Figures Node " *" 2, 5, 10.,15 Mile Rintgs -v+* -++

I* Link ,,+' Water '* -*-* -:" 'G i Figure K-2. Link-Node Analysis Network - Grid 1 Pilgrim Nuclear Power Station K-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-3. Link-Node Analysis Network - Grid 2 Pilgrim Nuclear Power Station K-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-4. Link-Node Analysis Network - Grid 3 Pilgrim Nuclear Power Station K-S KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-5. Link-Node Analysis Network - Grid 4 Pilgrim Nuclear Power Station K-6 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-6. Link-Node Analysis Network - Grid 5 Pilgrim Nuclear Power Station K-7 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

CtOSS*Sy 0 Sre,,eoo~r

______-- -- --.-~t----~-----o--- -,~--~--~

5' ~ Or q>~,

S ~# Sub-area S

~r-~692 /~g S

I ~~582~o"~ ~'Sr s81r~

pc~O0 S~ ' 583 0"158 ~

181/ 165

~ 0~ 55 0 0

- 0 0, ~, 555 Ma5~O 458 483 IS (,'rid

-~ 0 5~ r 507 '~. 555

'5 55

'50, 000, &

'5 I S

'S -'4 ~ S flS'~ ~

S

~.

woo ~

050 Or 688 o5:\ wo~"" 05~$

~-7O7 5

Sub-area II NN 2 414/

81 ~ 554 - .,o ,~ '~

5881 ~ ~ -

Legend PNPS Evacuation Time Estimate

PNPS Shadow50510,5 Link-Node Analysis Network Figures Node '~' 2,5, 10,15 Mile Riego

- 8 Link so Water ~ Grid 6 Sub-area -~ loden Gnd Os I Figure K-7. Link-Node Analysis Network - Grid 6 Pilgrim Nuclear Power Station K-8 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-8. Link-Node Analysis Network - Grid 7 Pilgrim Nuclear Power Station K-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-9. Link-Node Analysis Network - Grid 8 Pilgrim Nuclear Power Station K-IO KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-IO. Link-Node Analysis Network - Grid 9 Pilgrim Nuclear Power Station K-i1 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-l1. Link-Node Analysis Network - Grid 10 Pilgrim Nuclear Power Station K-12 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-12. Link-Node Analysis Network - Grid 11 Pilgrim Nuclear Power Station K-13 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

PNPS """_ Shadow~

,51,5MieRns Regionod , !

rr'dr* Ivacuauron i rue I:sulmaue Link-Node Analysis Network Figures I

.1

....I Link :r Water i II Grid 12 0 05 1 Figure K-13. Link-Node Analysis Network - Grid 12 Pilgrim Nuclear Power Station K-14 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

3 / , 238"****l.

.... y+ S V 7 *'+

. ... ++i- 415°, in ' 237k'*L* *^

" sr + ... ?% ++ 7.. + o'*#/

" *-+* Subi-area ii+

+0['+. <o ; + n*. . . S 207 +*

S. .. °i C-S. ... o ,0 ++ %

-- +°+<+,+ / *+,*: ;, .. °d +.+.+

+"--*,. * *'. . 13+

m*°iis++

] * .< 62.+

, ++ 11 \ ......

8001

+++ T .4+. : + )

+ ,+ + +. i210

.+.++ 4\ +o, +++ .++..W .,+ !.

410 ,, "y+\

., K + +.......\\ -++" +',7 + 410*

Legend +++ l NSEauto ieEtmt

i PNP5 5hadow Region [,* *Link-Node Analysis Network Figures Node '" 2. 5. 10, 15 Mile Rings . "i

+'I Link *l Water j+* rd1 I* Sub.. rea

-. -- Index Grid __0 , ..............

Figure K-14. Link-Node Analysis Network - Grid 13 Pilgrim Nuclear Power Station K-15 KID Engineering. P.C.

Evacuation Time Estimate Rev. 1

, -

loaea~ 1 */ 17 c-Bip ' I+ 21B' .

= k/, r$# +°: 326

+ '* .. *, y, y+

,, (*.* C ,+, +.+4, \O~ .A6S +

< ,, + 663 :$, ......... "3k$,barea

., *+ 2+04 .. -- ] .. .. ,

"Vio ';' " I - + # 'ii<-,+

""+ 4is~ S .+"" i I * ". +

I+i

+;-'++ - " %

...... * 'N ... * +Sub-a, "6 q 4 1 4230 \ W247 *, -- #

,s ss+ . + ++o, ,

+ m r+\/ +.., ] F+*, +.. k,,u, ,...

. 0eedI+,;; ro PNPS Ev cuatio TieEtm t Pigi1Ncer o e Stto -6KDEniernPC Evauaton imeEstmat Re.

Figure K-16. Link-Node Analysis Network - Grid 15 Pilgrim Nuclear Power Station K-17 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-17. Link-Node Analysis Network - Grid 16 Pilgrim Nuclear Power Station K-18 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-18. Link-Node Analysis Network - Grid 17 Pilgrim Nuclear Power Station K-19 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-19. Link-Node Analysis Network - Grid 18 Pilgrim Nuclear Power Station K-20 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-20. Link-Node Analysis Network - Grid 19 Pilgrim Nuclear Power Station K-2 1 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-21. Link-Node Analysis Network - Grid 20 Pilgrim Nuclear Power Station K-22 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table K-i. Evacuation Roadway Network Characteristics 1 1 3 US-6 FREEWAY 27 2 1210 2250 7020 2 1 425 US-6 FREEWAY 32 2 1210 2250 7020 3 2 44 SR 3 FREEWAY 5035 2 12 10 2250 704 4 2 45 SR 3 FREEWAY 1423 2 12 10 2250 704 5 3 1 US-6 FREEWAY 2227 2 12 10 2250 7020 6 3 4 US-6 FREEWAY 7447 2 12 10 2250 70 20 7 4 3 US-6 FREEWAY -7438 2 12 10 2250 70 20 8 4 717 US-6 FREEWAY 5650 2 12 10 2250 70 20 9 5 6 US-6 FREEWAY 754 2 12 10 2250 65 20 10 5 715 US-6 FREEWAY 1238 2 12 10 2250 70 20 11 5 716 US-6 OFF-RAMP FREEWAY RAMP 444 1 12 4 1575 30 20 12 6 5 US-6 FREEWAY 754 2 12 10 2250 65 20 13 6 7 US-6 FREEWAY 3760 2 10 0 2250 55 20 14 7 6 US-6 FREEWAY 3760 '2 10 0 2250 55 20 15 7 8 SR 3 FREEWAY 273 1 12 10 2250 60 20 16 8 7 SR 3 FREEWAY 273 2 12 10 2250 60 20 17 8 9 SR 3 FREEWAY 820 2 12 10 2250 70 20 18 8 468 US-6 ON-RAMP FROM SR 3 FREEWAY RAMP 572 1 12 2 1350 30 20 19 9 8 SR 3 FREEWAY 820 2 12 10 2250 70 20 20 9 10 SR 3 FREEWAY *9142 2 12 10 2250 70 20 21 9 470 SR 3 OFF-RAM P TO US-6 FREEWAY RAMP 1233 1 12 2 1700 40 20

.22 10 9 5R 3 FREEWAY 9113 2 12 10 2250 0 20 23 10 11 SR 3 FREEWAY 945 2 12 10 2250 70 20 24 11 10 SR 3 FREEWAY 945 2 12 10 2250 70 20 Pilgrim Nuciear Power Station K-23 KLD Engineering, P.C.

Evacuation'Time Estimate Rev. 1

25 11 12 SR 3 FREEWAY 19 2 1210 2250 70 20 26 12 11 SR 3 FREEWAY 1092 2 12 10 2250 70 20 27 12 13 SR 3 FREEWAY 753 2 12 10 2250 70 20 28 13 12 SR 3 FREEWAY 753 2 12 10 2250 70 20 29 13 14 SR 3 FREEWAY 6642 2 12 10 2250 70 15 30 14 13 SR 3 FREEWAY 6643 2 12 10 2250 70 15 31 14 15 SR 3 FREEWAY 8384 2 12 10 2250 70 15 32 15 14 SR 3 FREEWAY 8384 2 12 10 2250 70 15 33 15 16 SR 3 FREEWAY 8753 2 12 .10 2250 70 15 34 16 15 SR 3 FREEWAY 8753 2 12 10 2250 70 15 35 16 17 SR 3 FREEWAY 970 2 12 10 2250 70 15 36 17 16 SR 3 FREEWAY 976 2 12 10 2250 70 15 37 17 18 SR 3 FREEWAY 3650 2 12 10 2250 70 15 38 18 17 SR 3 FREEWAY 3652 2 12 10 2250 70 15 39 18 19 SR 3 FREEWAY 12308 2 12 10 2250 70 15 40 19 18 SR 3 FREEWAY 12308 2 12 10 2250 70 15 41 19 20 SR 3 FREEWAY 4550 2 12 10 2250 70 11 42 20 19 SR 3 FREEWAY 4546 2 12 10 2250 70 11 43 20 21 SR 3 FREEWAY 5518 2 12 10 2250 70 11 44 21 20 SR 3 FREEWAY 5439 2 12 10 2250 70 11 45 21 22 SR 3 FREEWAY 2260 2 12 10 2250 70 11 46 22 21 SR 3 FREEWAY 2260 2 12 10 2250 70 11 47 22 23 SR 3 FREEWAY 855 2 12 10 2250 70 11 48 23 22 SR 3 FREEWAY 855 2 12 10 2250 70 11 49 23 24 SR 3 FREEWAY 1688 2 12 10 2250 70 11 Pilgrim Nuclear Power Station K-24 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

50 24 23 SR 3 FREEWAY 18 2 12 10 2250 70 11 51 24 25 SR 3 FREEWAY 75 2 12 10 2250 70 10 SR 3 OFF-RAMP TO LONG 52 24 316 POND RD FREEWAY RAMP 27 1 122 1750 40 11 53 25 24 SR 3 FREEWAY 76 2 12 10 2250 0 10 54 25 26 SR 3 FREEWAY 55 2 10 2250 70 10 55 26 25 SR 3 FREEWAY 55 2 10 2250 70 10 56 26 27 SR 3 FREEWAY 13 3 12 10 2250 70 10 57 27 26 SR 3 FREEWAY 13 3 12 10 2250 70 10 58 27 28 SR 3 FREEWAY 36 3 12 10 2250 70 10 59 28 27 SR 3 FREEWAY 36 3 12 10 2250 70 10 60 28 29 SR 3 FREEWAY 86 2 10 2250 70 10 61 28 47 SR 3 OFF-RAM P TO US-44 FREEWAY RAMP 87 2 10 1700 45 10 62 29 28 SR 3 FREEWAY 86 2 10 2250 70 10 63 29 30 SR 3 FREEWAY 96 2 10 2250 70 10 64 30 29 SR 3 FREEWAY 96 2 10 2250 70 10 65 30 31 SR 3 FREEWAY 32 2 10 2250 70 10 66 30 49 SR 3 OFF-RAM P TO US-44 FREEWAY RAMP 13 1 12 10 1700 45 10 67 31 30 SR 3 FREEWAY 32 2 10 2250 70 10 68 31 710 SR 3 FREEWAY 39 2 12 10 2250 70 8 69 32 33 SR 3 FREEWAY 19 2 12 10 2250 70 8 70 32 710 SR 3 FREEWAY 98 2 10 2250 70 8 71 33 32 SR 3 FREEWAY 19 2 12 10 2250 70 8 72 33 34 SR 3 FREEWAY 21 2 12 10 2250 70 8 73 34 33 SR 3 FREEWAY 21 2 12 10 2250 70 8 Pilgrim Nuclear Power Station K-25 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

74 34 35 SR3 I FREEWAY 1846 I 2 12 I lo 2250 70 8 I I

75 35 34 SR3 FREEWAY 186 2 1 10 -2250 70 8 76 35 36 SR 3 FREEWAY 59 2 12 10 2250 70 8 77 35 124 SR 3 OFF-RAMP TO SR 3A FREEWAY RAMP 90 22 1750 45 8 78 36 35 SR 3 FREEWAY 59 2 12 10 2250 70 8 79 36 37 SR 3 FREEWAY269 2 1 10 2250 70 80 37 36 SR 3 FREEWAY260 2 1 10 2250 70 81 37 38 SR 3 FREEWAY 63 2 1 10 2250 70 82 38 37 SR 3 FREEWAY 63 2 1 10 2250 70 83 38 39 SR 3 FREEWAY 74 2 1 10 2250 70 84 39 38 SR 3 FREEWAY 71 2 10 2250 7 7 85 39 40 SR 3 FREEWAY 105 2 10 2250 70 4 86 40 39 SR 3 FREEWAY 105 2 10 2250 70 4 87 40 41 SR 3 FREEWAY 29 2 12 10 2250 70 4 88 41 40 SR 3 FREEWAY 29 2 12 10 2250 70 4 89 41 42 SR 3 FREEWAY 15 2 12 10 2250 70 4 90 42 41 SR 3 FREEWAY 15 2 12 10 2250 70 4 91 42 43 SR 3 FREEWAY 35 2 12 10 2250 70 4 92 43 42 SR 3 FREEWAY 35 2 12 10 2250 70 4 93 43 44 SR 3 FREEWAY 137 2 10 2250 70 4 94 44 2 SR 3 FREEWAY 53 2 12 10 2250 70 4 95 44 43 SR 3 FREEWAY 137 2 10 2250 70 4 96 45 2 SR 3 FREEWAY 12 2 12 10 2250 70 4 97 45 46 SR 3 FREEWAY 87 2 12 10 2250 70 1 98 46 45 SR 3 FREEWAY 86 2 12 10 2250 70 1 Pilgrim Nuclear Power Station K-26 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

99 47 29 US-44 OFF-RAMP TO SR3 FREEWAY RAMP 749 1 12 10 1350 30 10 100 47 48 SR 3 OFF-RAM P TO US-44 FREEWAY RAMP 811 1 12 10 1700 45 10 101 48 47 US-440OFF-RAMP TO SR3 FREEWAY RAMP 808 1 12 10 1350 30 10 102 48 49 US-44 FREEWAY 1273 1 12 10 1700 70 10 103 49 48 US-44 FREEWAY 1273 1 12 10 1700 70 10 104 49 50 US-44 FREEWAY 3887 2 12 10 2250 70 10 105 50 49 US-44 FREEWAY 3888 2 12 10 2250 70 10 106 50 51 US-44 FREEWAY 1241 2 12 10 2250 70 10 107 51 50 US-44 FREEWAY 1241 2 12 10 2250 70 10 108 51 52 US-44 FREEWAY 5249 2 12 10 2250 70 9 109 52 51 US-44 FREEWAY 5255 2 12 10 2250 70 9 110 52 53 US-44 FREEWAY 5579 2 12 10 2250 70 9 111 53 52 US-44 FREEWAY 5560 2 12 10 2250 70 9 112 53 54 US-44 FREEWAY 4900 2 12 10 2250 70 9 113 54 53 US-44 FREEWAY 4900 2 12 10 2250 70 9 114 54 55 US-44 FREEWAY .2008 2 12 10 2250 70 9 US-44 OFF-RAMP TO 115 54 257 SPRING ST FREEWAY RAMP 1151 1 12 4 1700 40 9 116 55 54 U5-44 FREEWAY 2008 2 12 10 2250 70 9 117 55 56 US-44 FREEWAY 10559 2 12 10 2250 70 6 118 56 55 US-44 FREEWAY 10559 2 12 10 2250 70 6 119 56 57 US-44 FREEWAY 2028 2 12 10 2250 70 6 120 56 227 US-44 OFF-RAMP TO SR 58 FREEWAY RAMP l005 1 12 4 1750 45 6 121 57 56 US-44 FREEWAY 2028 2 12 10 2250 70 6 122 57 58 US-44 MINOR ARTERIAL 13837 1 12 10 1700 .70 13 Pilgrim Nuclear Power Station K-27 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

123 58 57 US-44 MINOR ARTERIAL 10 1700 13 123 58 579 US-44 MINOR ARTERIAL 133 210 17005 0 13 124 58 59 US-44 MINOR ARTERIAL 6653 1 12 10 1750 65 13 125 59 58 US-44 MINOR ARTERIAL 6653 1 12 10 1700 65 13 126 59 60 US-44 MINOR ARTERIAL 970 1 12 10 1700 60 13 127 60 59 US-44 MINOR ARTERIAL 9706 1 12 10 1750 60 13 128 60 61 US-44 MINOR ARTERIAL 1636 1 12 10 1~700 60 13 129 61 6o USR-44 MINOR ARTERIAL 16607 1 .12 10 1700 60 13 130 62 63 SR 28 MINOR ARTERIAL 6074 2 12 10 1900 60 19 131 63 62 SR 28 ROAYMINOR ARTERIAL 6076 2 12 10 1900 60 19 133 64 65 SR 28 MINOR ARTERIAL 4036 2 12 10 1900 55 19 134 64 83 SR 28 ROTARY MINOR ARTERIAL 255 2 12 2 1900 30 19 135 65 64 SR 28 MINOR ARTERIAL 4036 2 12 10 1900 55 19 136 65 66 SR 28 FREEWAY 1648 3 12 10 2250 70 19 137 66 65 SR 28 FREEWAY 1649 3 12 10 2250 70 19 138 66 67 SR 28 FREEWAY 1563 3 12 10 2250 70 19 139 66 479 SR 25 OFF-RAM P TO US-6 FREEWAY RAMP 892 1 12 2 1700 40 19 140 67 66 SR 28 FREEWAY 1564 3 12 10 2250 70 19 141 67 68 SR 28 FREEWAY 3369 3 12 10 2250 70 19 142 68 67 SR 28 FREEWAY 3369 3 12 10 2250 70 19 143 68 69 SR 28 FREEWAY 4019 3 12 10 2250 70 19 144 69 68 SR 28 FREEWAY 4003 3 12 10 2250 70 19 145 69 70 SR 28 FREEWAY 9190 3 12 10 2250 70 19 146 70 69 SR 28 FREEWAY 9178 3 12 10 2250 70 19 147 70 71 SR 28 FREEWAY 9520 3 12 10 2250 70 19 Pilgrim Nuclear Power Station K-28 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

148 71 70 SR 28 FREEWAY 91 3 12 10 2250 70 19 149 71 72 SR 28 FREEWAY 35 3 12 10 2250 70 19 150 72 71 SR 28 FREEWAY 37 3 12 10 2250 70 19 151 72 73 SR 28 FREEWAY 322 3 1 i0 2250 70 18 152 73 72 SR 28 FREEWAY 31 3 12 10 2250 70 18 153 73 74 SR 28 FREEWAY 136 2 10 2250 70 18 154 74 73 SR 28 FREEWAY 136 2 10 2250 70 18 155 74 75 SR 28 FREEWAY 19 2 12 10 2250 70 18 1-195 ON-RAMP FROM 1-156 74 84 495 FREEWAY RAMP 10 1 12 10 1700 50 18 157 75 74 SR 28 FREEWAY 19 3 12 10 2250 70 18 158 75 76 1-495 FREEWAY 19 3 12 10 2250 70 18 159 76 75 1-495 FREEWAY 19 2 12 10 2250 70 18 160 76 77 1-495 FREEWAY 116 2 10 2250 70 18 1-195 ON-RAMP FROM 1-161 76 86 495 FREEWAY RAMP 14 1 12 10 1700 45 18 162 77 76 1-495 FREEWAY 116 2 10 2250 70 18 163 77 78 1-495 FREEWAY 89 2 12 10 2250 70 18 164 78 77 1-495 FREEWAY 89 2 12 10 2250 70 18 165 78 79 1-495 FREEWAY 127 2 10. 2250 70 13 166 79 78 1-495 FREEWAY 127 2 10 2250 70 13 167 79 80 1-495 FREEWAY 59 2 12 10 2250 70 13 168 80 79 1-495 FREEWAY 545 2 1 20 2250 70 13 169 80 81 1-495 FREEWAY 34 2 12 10 2250 70 13 170 81 80 1-495 FREEWAY 34 2 12 10 2250 70 13 Pilgrim Nuclear Power Station K-29 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

171 82 64 SR 28 ROTARY MINOR ARTERIAL 10 1900 19 171 82 64 SR 28 ROTARY MINOR ARTERIAL 20 210 1900 3019 1-495 ON-RAMP FROM 1-173 84 75 195 FREEWAY RAMP 1582 1 12 10 1350 3018 1-195 ON-RAMP FROM 1-174 84 85 495 FREEWAY RAMP 1040 1 12 10 1700 4518 1-495 ON-RAMP FROM 1-175 85 84 195 FREEWAY RAMP 1035 1 12 10 1575 3518 176 85 86 1-195 on-ramp from 1-495 FREEWAY RAMP 1683 1 12 10 1700 7018 1-195 ON-RAMP FROM I-177 86 75 495 FREEWAY RAMP 1552 1 12 10 1700 4518 178 86 85 1-495 on-ramp from 1-195 FREEWAY RAMP 1683 1 12 10 1700 7018 179 86 87 1-195 FREEWAY 1481 2 12 10 2250 7018 180 87 86 1-195 FREEWAY 1481 2 12 10 2250 7018 181 87 88 1-195 FREEWAY 1921 2 12 10 2250 7018 182 87 370 1-195 OFF-RAM P TO SR 28 FREEWAY RAMP 1000 1 12 2 1750 4518 183 88 87 1-195 FREEWAY 1921 2 12 10 2250 7018 184 88 89 1-195 FREEWAY 4597 2 12 10 2250 7018 185 88 369 1-195 OFF-RAM P TO SR 28 FREEWAY RAMP 848 1 12 2 1750 4518 186 89 88 1-195 FREEWAY 4590 2 12 10 2250 7018 187 90 91 EDISON ACCESS RD COLLECTOR 2246 1 12 2 1750 3511 188 91 92 EDISON ACCESS RD COLLECTOR 5186 1 10 0 1700 5011 189 91 93 ROCKY HILL RD COLLECTOR 5114 1 12 2 1700 4511 190 91 95 ROCKY HILL RD COLLECTOR 4509 1 12 2 1700 4511 191 92 96 SR 3A MINOR ARTERIAL 1466 1 12 2 1750 4011 192 93 94 ROCKY HILL RD COLLECTOR 5811 1 12 2 1750 4011 Pilgrim Nuclear Power Station K-30 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

193 94 i00 SR 3A MINOR ARTERIAL 2 1900 ii 194 95 91 ROCKY HILL RD COLLECTOR 40 1 122 1750 45i1 195 95 96 WHITE HORSE RD COLLECTOR 2621 1 12 2 1750 35 11 196 96 686 BEAVER DAM RD COLLECTOR 1886 1 12 2 1700 -40 11 197 96 687 SR 3A MINOR ARTERIAL 2654 1 12 2 1700 40 11 198 97 102 SR 3A MINOR ARTERIAL 2068 1 12 2 1700 45 16 199 98 97 MANOMET POINT RD COLLECTOR 5641 1 12 2 1750 40 12 200 99 293 BEAVER DAM RD COLLECTOR 8817 1 12 2 1700 40 15 PLYMOUTH PLANTATION 201 100 296 HIGHWAY MINOR ARTERIAL 1098 2 12 2 1900 50 11 202 100 625 SR 3A MINOR ARTERIAL 621 2 12 2 1900 40 11 203 101 92 ELLIOT LN COLLECTOR 904 1 12 2 1575 35 11 204 102 103 SR 3A MINOR ARTERIAL 3141 1 12 2 1700 45 16 205 103 688 SR 3A MINOR ARTERIAL 3061 1 12 2 1700 45 16 206 104 105 SR 3A MINOR ARTERIAL 4178 1 12 2 1750 50 16 207 105 689 SR 3A MINOR ARTERIAL 2769 1 12 2 1700 50 16 208 106 107 SR 3A MINOR ARTERIAL 3806 1 12 2 1700 50 16 209 107 108 SR 3A MINOR ARTERIAL 5206 1 12 2 1700 50 16 210 108 109 SR 3A MINOR ARTERIAL 6674 1 12 2 1700 50 16 211 109 110 SR 3A MINOR ARTERIAL 884 1 12 2 1700 40 20 212 110 460 HERRING POND RD COLLECTOR 2246 1 12 2 1700 40 20 213 110 462 STATE RD COLLECTOR 5200 1 12 2 1700 50 20 214 111 112 SR 3A MINOR ARTERIAL 2002 1 12 2 1700 45 11 215 111 297 CLIFFORD RD COLLECTOR 975 1 12 2 1575 35 11 216 112 113 SR 3A MINOR ARTERIAL 6394 1 12 2 1750 45 11 Pilgrim Nuclear Power Station K-3 1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

217 113 114 SR 3A MINOR ARTERIAL 2 1700 ii 218 113 312 SANDWICH ST COLLECTOR 63 22 1700 4011 219 114 115 SR 3A MINOR ARTERIAL 1095 1 12 2 1575 3511 220 114 314 SOUTH ST COLLECTOR 2786 1 12 2 1700 40i1 221 115 116 SR 3A MINOR ARTERIAL 557 1 12 2 1750 30i1 222 115 240 SANDWICH ST COLLECTOR 407 1 12 2 1125 25 1 223 116 117 SR 3A MINOR ARTERIAL 2321 1 12 2 1750 30 1 224 117 118 SR 3A MINOR ARTERIAL 3481 1 12 2 1350 3010 225 117 250 SAMOSET ST COLLECTOR 1485 1 12 2 1750 3510 226 118 117 SR 3A MINOR ARTERIAL 3489 1 12 2 1750 3010 227 118 119 SR 3A MINOR ARTERIAL 3184 1 12 2 1750 358 228 119 120 SR 3A MINOR ARTERIAL 1694 1 12 2 1750 358 229 119 280 CHERRY ST COLLECTOR 602 1 12 2 1750 408 230 120 635 SR 3A MINOR ARTERIAL 785 1 12 2 1575 358 231 121 122 SR 3A MINOR ARTERIAL 1543 1 12 2 1575 358 232 121 268 CRESCENT ST COLLECTOR 1143 1 12 2 1350 308 233 122 123 SR 3A MINOR ARTERIAL 3855 1 12 2 1575 408 SR 3 ON-RAMP FROM SR 234 123 35 3A FREEWAY RAMP 1127 1 12 2 1700 458 235 123 124 SR 3A MINOR ARTERIAL 552 1 12 2 1750 408 236 124 123 SR 3A MINOR ARTERIAL 552 1 12 2 1700 408 237 124 125 SR 3A MINOR ARTERIAL 244 1 12 2 1750 408 238 125 124 SR 3A MINOR ARTERIAL 244 1 12 2 1750 408 239 125 126 SR 3A MINOR ARTERIAL 1372 1 12 2 1750 408 240 126 125 SR 3A MINOR ARTERIAL 1372 1 12 2 1750 408 P.C.1 KLD Engineering,Rev.

Pilgrim Nuclear Pilgrim Nuclear Power Station K-32 Evacuation TimePower Station Estimate KLD Engineering, P.C.i Rev.

Evacuation Time Estimate

241 126 127 SR 3A MINOR ARTERIAL 2 1700 8 242 126 614 BROOK ST COLLECTOR 20 1 122 1700 50 7 243 127 126 SR 3A MINOR ARTERIAL 43 22 1750 40 8 244 127 128 SR 3A MINOR ARTERIAL 68 22 1700 40 7 245 127 495 LANDING RD COLLECTOR 23 1 122 1700 40 8 246 128 129 SR 106 MINOR ARTERIAL 23 1 122 1700 40 7 247 128 138 SR 3A MINOR ARTERIAL 20 1 122 1750 45 7 248 129 130 SR 106 MINOR ARTERIAL 24 1 122 1750 45 7 249 129 653 ELM ST COLLECTOR 91 22 1750 35 7 250 130 131 SR 27 MINOR ARTERIAL 92 1 122 1700 50 7 251 130 138 EVERGREEN ST COLLECTOR 38 1 122 1750 40 7 252 130 659 SR 106 MINOR ARTERIAL 21 1 122 1700 50 7 253 131 132 SR 27 MINOR ARTERIAL 59 1 122 1700 55 7 254 132 657 SR 27 MINOR ARTERIAL 27 1 122 1700 50 3 255 133 134 SR 27 MINOR ARTERIAL 19 1 122 1700 45 3 256 133 509 LAKE ST COLLECTOR 84 22 1700 40 3 257 134 135 SR 27 MINOR ARTERIAL 45 1 122 1750 50 3 258 135 136 SR 27 MINOR ARTERIAL 57 1 122 1750 50 3 259 135 511 SR 36 MINOR ARTERIAL 74 1 122 1700 50 3 260 136 485 SR 27 MINOR ARTERIAL 34 1 122 1750 50 3 261 138 130 EVERGREEN ST COLLECTOR 38 1 122 1750 40 7 262 138 639 SR 3A MINOR ARTERIAL 38 1 122 1750 40 7 263 139 140 SR 3A MINOR ARTERIAL 62 22 1900 50 7 264 139 164 SRS53 MINOR ARTERIAL 20 1 122 1700 50 7 26S 140 139 SR 3A MINOR ARTERIAL 62 22 1750 50 7 Pilgrim Nuclear Power Station K-33 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

266 140 141 SR 3A MINOR ARTERIAL 15 2 122 1900 507 267 141 140 SR 3A MINOR ARTERIAL 15 2 122 1900 507 268 141 142 SR 3A MINOR ARTERIAL 911 2 12 2 1900 458 SR 3 ON-RAMP FROM SR 269 141 522 3A FREEWAY RAMP 482 1 12 2 1350 308 270 142 141 SR 3A MINOR ARTERIAL 911 2 12 2 1900 458 271 142 143 SR 3A MINOR ARTERIAL 1119 1 12 2 1700 408 272 143 142 SR 3A MINOR ARTERIAL 1119 1 12 2 1700 408 273 143 144 SR 3A MINOR ARTERIAL 6648 1 12 2 1750 40 274 144 143 SR 3A MINOR ARTERIAL 6638 1 12 2 1700 40 275 144 145 SR 3A MINOR ARTERIAL 3950 1 12 2 1700 40 276 144 521 TOBEY GARDENS ST COLLECTOR 5520 1 12 2 1700 40 277 145 146 SR 3A MINOR ARTERIAL 4998 1 12 2 1750 40 278 146 147 SR 3A MINOR ARTERIAL 3901 1 12 2 1750 40 279 146 499 SR 14 MINOR ARTERIAL 6103 1 12 2 1700 45 280 147 499 SR 139 MINOR ARTERIAL 5479 1 12 2 1700 40 281 147 677 SR 3A MINOR ARTERIAL 2841 1 12 2 1700 40 282 148 149 SR 3A MINOR ARTERIAL 1542 1 12 2 1750 354 283 149 150 SR 3A MINOR ARTERIAL 537 2 12 2 1900 40 284 150 151 SR 3A MINOR ARTERIAL 1656 2 12 2 1750 40 285 151 152 SR 3A MINOR ARTERIAL 1216 1 12 2 1700 40 286 151 704 SR 139 MINOR ARTERIAL 266 2 12 2 1900 40 287 152 151 SR 3A MINOR ARTERIAL 1216 1 12 2 1750 40 288 152 153 SR 3A MINOR ARTERIAL 5061 1 12 2 1750 40 289 153 1S4 SR 3A MINOR ARTERIAL 5192 1 12 2 1700 40 P.C.1 KLD Engineering,Rev.

Pilgrim Nuclear Pilgrim Nuclear Station Power Station K-34 Evacuation TimePower Estimate KLD Engineering, P.C.

Rev. 1 Evacuation Time Estimate

290 153 541 FURNACE ST COLLECTOR321 1 2 2 1750 40 291 154 553 SR 3A MINOR ARTERIAL 47 1 12 2 1700 40 2 292 156 157 SR 106 MINOR ARTERIAL 1440 1 2 2 1700 50 6 293 157 158 SR 106 MINOR ARTERIAL 6932 1 2 2 1700 50 6 294 158 159 SR 106 MINOR ARTERIAL 3610 1 2 2 1750 50 6 295 159 160 SR 106 MINOR ARTERIAL 371 1 2 2 1750 40 6 296 159 487 SR 58 MINOR ARTERIAL 2261 1 2 2 1700 40 6 297 160 161 SR 106 MINOR ARTERIAL 364 1 2 2 1750 40 6 298 161 162 SR 106 MINOR ARTERIAL 3415 1 2 2 1700 40 6 299 162 564 SR 106 MINOR ARTERIAL 3087 1 2 2 1700 40 6 300 164 681 SR 53 MINOR ARTERIAL 3453 1 2 2 1700 50 4 301 165 166 5R 53 MINOR ARTERIAL 7708 1 2 2 1700 50 4 302 166 652 FRANKLIN ST COLLECTOR 1931 1 2 2 1700 40 4 303 166 675 SR 53 MINOR ARTERIAL 5464 1 2 2 1700 55 4 304 167 168 SR 53 MINOR ARTERIAL 8836 1 2 2 1750 55 3 305 168 169 SR 53 MINOR ARTERIAL 1558 1 2 2 1750 40 3 306 169 170 SR 53 MINOR ARTERIAL 5443 1 2 2 1750 40 3 307 170 171 5R 53 MINOR ARTERIAL 2204 1 2 2 1700 40 3 308 172 473 US-6 MINOR ARTERIAL 802 3 2 10 1750 60 20 309 173 174 US-6 MINOR ARTERIAL 4399 2 2 2 1750 60 19 310 174 175 US-6 MINOR ARTERIAL 5150 2 2 2 1900 60 19 311 175 176 US-6 MINOR ARTERIAL 2290 2 2 2 1750 55 19 312 176 177 US-6 MINOR ARTERIAL 1177 2 2 2 1900 50 19 313 177 178 US-6 ROTARY MINOR ARTERIAL 495 3 2 10 1900 35 19 314 178 179 US-6 ROTARY MINOR ARTERIAL S48 3 2 10 1900 35 19 Pilgrim Nuclear Power Station K-35 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

SR 25 ON-RAMP FROM US-315 178 478 6 FREEWAY RAMP 1477 1 12 2 1700 45 19

316 179 180 US-6 MINOR ARTERIAL 47 2 120 1750 60 19 317 179 347 MAIN ST MINOR ARTERIAL 28 2 2 1900 30 19 318 180 181 US-6 MINOR ARTERIAL 14 2 122 1900 60 19 319 181 699 US-6 ROTARY MINOR ARTERIAL 16 2 0 1900 30 19 320 182 706 US-6 MINOR ARTERIAL 24 2 12 2 1900 50 19 321 183 184 US-6 MINOR ARTERIAL 24 2 12 2 1900 50 19 322 184 185 US-6 -MINOR ARTERIAL 32 2 122 1750 50 19 323 185 186 US-6 MINOR ARTERIAL 19 2 122 1750 50 19 324 186 187 US-6 MINOR ARTERIAL 83 2 2 1900 50 19 325 187 188 US-6 MINOR ARTERIAL 14 2 122 1750 50 19' 326 188 189 US-6 MINOR ARTERIAL 13 2 122 1900 50 18 327 189 190 US-6 MINOR ARTERIAL 83 2 10 1750 60 18 328 189 382 US-6 MINOR ARTERIAL 31 2 2 1900 40 18 329 190 191 US-6 MINOR ARTERIAL 25 1 12 10 1700 40 18 330 190 357 US-6 MINOR ARTERIAL 18 1 122 1750 40 18 331 191 360 US-6 MINOR ARTERIAL 74 1 12 10 1750 40 18 332 192 193 US-6 MINOR ARTERIAL 23 1 12 10 1700 40 18 333 193 391 US-6 MINOR ARTERIAL 25 1 12 2 1700 40 18 334 193 399 US-6 MINOR ARTERIAL 46 i10 1750 40 18 335 194 395 US-6 MINOR ARTERIAL 23 2 10 1,750 40 18 336 196 117 N PARK AVE COLLECTOR 78 22 1750 30 10 337 197 198 SAMOSET ST MINOR ARTERIAL 28 2 2 1900 40 10 Pilgrim Nuclear Power Station K-36 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

SR 3 ON-RAMP FROM 338 198 SAM OSET ST 823 1 12 1350 26 FREEWAY RAMP 10 30 10 SR 3 ON-RAMP FROM 339 198 27 SAMOSET ST FREEWAY RAMP 1048 1 12 2 1700 50 10 340 198 199 SAMOSET ST MINOR ARTERIAL 791 2 12 2 1750 40 10 341 199 198 SAMOSET ST MAJOR ARTERIAL 791 1 12 2 1700 40 10 342 199 200 SAMOSETIST MINOR ARTERIAL 1522 2 12 2 1750 45 10 343 200 199 SAMOSET ST MINOR ARTERIAL 1522 2 12 2 1750 45 10 344 200 242 PILGRIM HILL RD COLLECTOR 1629 1 12 2 1750 40 10 345 200 665 SAMOSET ST MINOR ARTERIAL 1773 2 12 2 1900 45 10 346 201 202 CARVER RD MINOR ARTERIAL 1376 2 12 2 1750 45 10 347 201 244 SEVEN HILLS RD COLLECTOR 3401 1 12 2 1750 35 10 348 202 251 PLYMPTON RD COLLECTOR 2735 1 12 2 1750 50 10 349 202 616 CARVER RD MINOR ARTERIAL 1271 2 12 2 1900 40 10 350 203 666 CARVER RD COLLECTOR 3245 1 12 2 1700 45 9 351 204 205 CENTER ST COLLECTOR 552 1 12 2 1700 40 14 352 204 230 CENTER ST COLLECTOR 7806 1 12 2 1750 40 14 353 205 206 SILVIA ST COLLECTOR 6532 1 12 2 1750 40 14 354 205 236 CENTER ST COLLECTOR 5805 1 12 2 1700 50 14 355 206 207 PURCHASE ST COLLECTOR 3596 1 12 2 1700 40 13 356 206 229 SR 58 MINOR ARTERIAL 6751 1 12 2 1750 45 13 357 206 230 SR 58 MINOR ARTERIAL 7851 1 12 2 1750 50 14 358 207 711 PURCHASE ST COLLECTOR 6462 1 12 2 1700 40 13 359 208 216 PURCHASE ST COLLECTOR 380 1 12 2 1700 40 13 360 209 210 PURCHASE ST COLLECTOR 2240 1 12 2 1700 40 13 Rev. 1 Pilgrim Nuclear Pilgim Ncler Poer Satin KL EngneeingP.C Evacuation TimePower Station Estimate KLD Engineering, P.C.

Rev. 1 Evacuation Time Estimate

361 210 211 ROCKY GUTTFER ST COLLECTOR 47 22 1700 4013 362 211 212 MILLER ST COLLECTOR 51 22 1700 4013 363 211 601 ROCKY GUTTER ST COLLECTOR 796 1 12 2 1700 4013 364 212 213 SR 28 MINOR ARTERIAL 2262 1 12 2 1700 4013 365 212 601 SR 28 MINOR ARTERIAL 524 1 12 2 1700 4013 366 213 212 SR 28 MINOR ARTERIAL 2262 1 12 2 1700 4013 367 213 214 5R 28 MINOR ARTERIAL 1015 1 12 2 1700 4013 1-495 ON-RAMP FROM SR 368 213 220 25 FREEWAY RAMP 1076 1 12 2 1350 3013 369 214 213 SR 28 MINOR ARTERIAL 1015 1 12 10 1700 4013 370 214 219 SR 28 MINOR ARTERIAL 7508 1 12 10 1700 4013 1-495 ON-RAMP FROM SR 371 214 221 25 FREEWAY RAMP 1077 1 12 2 1350 3013 372 215 204 WHENHAM RD COLLECTOR 7339 1 12 2 1700 4514 373 216 209 PURCHASE ST COLLECTOR 6454 1 12 2 1700 4013 374 217 199 DRIVEWAY LOCAL ROADWAY 267 2 12 2 1750 2510 SR 3 OFF-RAM P TO 375 218 197 SAMOSET ST FREEWAY RAMP 555 1 12 10 1750 4510 376 219 214 SR 28 MINOR ARTERIAL 7508 1 12 10 1700 4013 377 219 222 SPRUCE ST COLLECTOR 1938 1 12 2 1700 4013 1-495 ON-RAMP FROM SR 378 220 80 25 FREEWAY RAMP 791 1 12 21350 3013 1-495 ON-RAMP FROM SR 379 221 80 25 FREEWAY RAMP 783 1 12 2 1350 3013 380 222 223 SPRUCE ST COLLECTOR 418 1 12 2 1700 4013 381 224 219 SR 28 MINOR ARTERIAL 2276 1 12 2 1700 4013 Pilgrim Nuclear Power Station K-38 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

382 224 222 LOCUST ST COLLECTOR 2 1700 13 383 225 224 SR 28 MINOR ARTERIAL 353 1 22 1700 40 13 384 226 484 SR 58 MINOR ARTERIAL 1609 1 12 2 1700 50 6 385 226 588 PARSONAGE RD COLLECTOR 4123 1 12 4 1700 40 6 386 226 649 SR 58 MINOR ARTERIAL 7430 1

12 2 1750 55 6 US-44 ON-RAMP FROM SR 387 227 57 58 FREEWAY RAMP 1166 1 12 2 1700 45 6 388 227 228 SR 58 MINOR ARTERIAL 1309 1 12 2 1750 40 6 389 227 649 SR 58 MINOR ARTERIAL 2178 1 12 2 1750 55 6 390 228 227 SR 58 MINOR ARTERIAL 1309 1 12 2 1750 40 6 391 228 255 SR 58 MINOR ARTERIAL 676 1 12 2 1700 40 6 392 229 206 SR 58 MINOR ARTERIAL 6756 1 12 2 1750 45 13 393 229 255 SR 58 MINOR ARTERIAL 777 1 12 2 1700 40 6 394 229 707 PLYMOUTH ST COLLECTOR 5234 1 12 4 1575 35 6 395 230 206 SR 58 MINOR ARTERIAL 7846 1 12 2 1750 50 14 396 230 231 SR 58 MINOR ARTERIAL 3056 1 - 12 2 1750 40 14 397 231 230 SR 58 MINOR ARTERIAL 3056 1 12 2 1750 40 14 398 231 232 SR 58 MINOR ARTERIAL 7491 1 12 2 1700 50 14 399 232 231 SR 58 MINOR ARTERIAL 7491 1 12 2 1750 50 14 400 232 233 SR 58 MINOR ARTERIAL 8171 1 12 2 1700 55 14 401 233 232 SR 58 MINOR ARTERIAL 8170 1 12 2 1700 55 14 402 233 234 SR 58 MINOR ARTERIAL 2604 1 12 2 1750 55 14 403 233 420 INDIAN ST COLLECTOR 5398 1 12 2 1575 35 14 404 234 233 SR 58 MINOR ARTERIAL 2607 1 12 2 1700 55 14 405 234 386 SR 58 MINOR ARTERIAL 7025 1 12 2 1700 50 14 P.C.1 KLD Engineering,Rev.

Pilgrim Pilgrim Nuclear Power Station Nuclear Power Station K-39 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 Evacuation Time Estimate

406 235 229 PLYMOUTH ST COLLECTOR 62 22 1750 406 407 236 235 PLYMOUTH ST COLLECTOR 33 1 122 1700 456 408 237 654 PLYMOUTH ST COLLECTOR 5948 1 12 4 1575 35 13 409 237 707 PLYMOUTH ST COLLECTOR 3114 1 12 2 1750 35 13 410 237 712 WALL ST COLLECTOR 8331 1 12 4 1575 35 13 411 238 228 DRIVEWAY LOCAL ROADWAY 426 2 12 2 1750 30 6 412 239 116 LEYDEN ST COLLECTOR 616 1 12 2 1750 35 11 413 240 241 SUMMER ST COLLECTOR 1978 1 12 2 1575 35 11 414 241 250 OAK ST COLLECTOR 2111 1 12 2 .1750 35 10 415 241 593 SUMMER ST COLLECTOR 823 1 12 2 1575 35 10 416 242 200 PILGRIM HILL RD COLLECTOR 1629 1 12 2 1750 40 10 417 242 243 SUMMER ST COLLECTOR 2324 1 12 2 1700 40 10 418 243 201 CARVER RD COLLECTOR 2643 1 12 2 1750 35 10 419 243 244 FEDERAL FURNACE RD COLLECTOR 4170 1 12 2 1750 40 10 420 244 245 FEDERAL FURNACE RD COLLECTOR 561 1 12 2 1750 40 10 421 245 424 S MEADOW RD COLLECTOR 1207 1 12 2 1700 40 10 422 245 597 FEDERAL FURNACE RD COLLECTOR 1162 1 12 2 1700 50 10 423 246 247 FEDERAL FURNACE RD COLLECTOR 8817 1 12 2 1700 50 14 424 247 248 TREMONT ST COLLECTOR 16681 1 12 2 1700 50 14 425 248 602 TREMONT ST - COLLECTOR 2750 1 12 2 1700 45 14 426 249 248 CRANBERRY RD COLLECTOR 6120 1 12 2 1575 35 14 427 249 656 FEDERAL RD COLLECTOR 7607 1 12 4 1700 40 14 428 250 683 SAMOSET ST COLLECTOR 353 1 12 2 1750 35 10 429 251 202 PLYMPTON RD COLLECTOR 2735 1 12 2 1750 50 10 430 251 259 COMMERCE WAY COLLECTOR 1140 1 12 2 1750 40 10 P.C.1 KLD Engineering,Rev.

Pilgrim Nuclear Nuclear Power Station KLD Engineering,Rev.

P.C.1 Evacuation TimePower Station Estimate K-40 Evacuation Time Estimate

431 251 667 PLYMPTON RD COLLECTOR 27 1 122 1700 45 10 432 252 493 BISHOPS HWY COLLECTOR 31 1 122 1700 409 433 252 662 PARTING WAYS RD COLLECTOR 6056 1 12 2 1575 35 9 434 253 254 HIGH ST COLLECTOR 5118 1 12 2 1700 40 9 435 253 257 SPRING ST COLLECTOR 2145 1 12 2 1700 40 9 436 254 255 HIGH ST COLLECTOR 7644 1 12 2 1700 40 6 437 255 228 SR 58 MINOR ARTERIAL 675 1 12 2 1750 40 6 438 255 229 SR 58 MINOR ARTERIAL 777 1 12 2 1750 40 6 439 256 257 SPRING ST COLLECTOR 3876 1 12 2 1700 40 9 440 256 258 BROOK ST COLLECTOR 3191 1 12 2 1700 40 6 441 256 696 BROOK ST COLLECTOR 1540 1 12 2 1700 40 6 US-44 ON-RAMP FROM 442 257 55 SPRING ST FREEWAY RAMP 991 1 12 2 1700 40 9 443 257 253 SPRING ST COLLECTOR 2145 1 12 2 1750 40 9 444 257 2S6 SPRING ST COLLECTOR 3876 1 12 2 1700 40 9 445 258 226 MAYFLOWER RD COLLECTOR 6526 1 12 2 1750 50 6 446 258 256 BROOK ST COLLECTOR 3185 1 12 2 1700 40 6 447 259 251 COMMERCE WAY COLLECTOR 1140 1 12 2 1750 40 10 448 259 273 COMMERCE WAY COLLECTOR 714 1 12 2 1700 40 10 449 260 261 COMMERCE WAY COLLECTOR 1538 1 12 2 1750 40 10 450 260 273 COMMERCE WAY MINOR ARTERIAL 397 2 12 2 1900 40 10 451 261 260 COMMERCE WAY MINOR ARTERIAL 1538 2 12 2 1750 40 10 US-44 ON-RAMP FROM 452 261 274 COMMERCE WAY FREEWAY RAMP 507 2 12 2 1900 40 10 453 261 275 COMMERCE WAY COLLECTOR 557 1 12 2 1700 40 10 P.C.1 KLD Engineering,Rev.

Pilgrim Pilgrim Nuclear Power Nuclear Station Power Station K-41 KLD Engineering,Rev.

P.C.i Evacuation Time Estimate Evacuation Time Estimate

454 262 263 COMMERCE WAY COLLECTOR 2 1750 i0 454 262 263 COMMERCE WAY COLLECTOR 14 1 122 175040 10 US-44 ON-RAMP FROM 456 262 276 COMMERCE WAY FREEWAY RAMP 916 1 12 2 1700 40 10 457 263 262 COMMERCE WAY COLLECTOR 1347 1 12 2 1750 40 10 458 263 264 ENTERPRISE WAY COLLECTOR 1571 1 12 2 1700 40 10 459 264 263 ENTERPRISE WAY COLLECTOR 1571 1 12 2 1750 40 10 INDEPENDENCE MALL 460 264 265 WAY COLLECTOR 2964 112 2 1750 0 8 INDEPENDENCE MALL 461 265 264 WAY COLLECTOR 2966 112 2 1700 4 INDEPENDENCE MALL 462 265 266 WAY COLLECTOR 350 2 12 21750 408 INDEPENDENCE MALL 463 266 265 WAY COLLECTOR 350 2 12 2 1750 408 464 266 287 SMITH LN COLLECTOR 438 2 12 2 1900 408 SR 3 ON-RAMP FROM 465 267 288 SMITH LN FREEWAY RAMP 466 2 12 2 1900 458 466 267 637 SMITH LN COLLECTOR 219 1 12 2 1700 408 467 268 267 SMITH LN COLLECTOR 2896 1 12 2 1750 358 468 269 259 INDUSTRIAL PARK RD COLLECTOR 1545 1 12 2 1750 35 10 469 269 260 CHRISTA MCAULIFFE BLVD COLLECTOR 665 1 12 2 1750 35 10 470 270 260 COLONY PLACE RD COLLECTOR 914 2 12 2 1750 40 10 471 271 270 COLONY VILLAGE DR COLLECTOR 982 2 12 2 1750 40 10 472 272 270 COLONY PLACE RD COLLECTOR 2137 2 12 2 1750 40 10 473 273 259 COMMERCE WAY COLLECTOR 714 1 12 2 1750 40 10 Pilgrim Nuclear Power Station K-42 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

474 273 260 COMMERCE WAY COLLECTOR 1750 10 US-44 ON-RAMP FROM 475 274 50 COMMERCE WAY FREEWAY RAMP 85 2 21700 40 10 US-44 OFF-RAMP TO 476 274 261 COMMERCE WAY FREEWAY RAMP 50 2 2 1750 45 10 477 275 261 COMMERCE WAY COLLECTOR 55 2 2 1750 40 10 478 275 262 COMMERCE WAY COLLECTOR 18 1 12 2 1750 40 10 US-44 ON-RAMP FROM 479 276 51 COMMERCE WAY FREEWAY RAMP 15 1 12 21700 40 10 US-44 OFF-RAMP TO 480 276 262 COMMERCE WAY FREEWAY RAMP 91 2 2 1750 40 10 481 277 119 PRINCE ST COLLECTOR 19 1 12 2 1750 35 8 482 278 263 CHERRY ST COLLECTOR 20 1 12 2 1750 40 10 483 279 269 INDUSTRIAL PARK RD COLLECTOR 30 1 12 4 1700 40 10 484 279 278 INDUSTRIAL PARK RD COLLECTOR 29 1 12 2 1700 40 10 485 280 119 CHERRY ST COLLECTOR 60 2 2 1750 40 8 486 280 278 CHERRY ST COLLECTOR 41 1 12 2 1700 40 8 487 281 280 STANDISH AVE COLLECTOR 38 1 12 2 1750 35 8 488 281 683 STANDISH AVE COLLECTOR 37 1 12 2 1750 35 10 489 282 120 CORDAGE PARK CIR COLLECTOR 45 2 2 1750 30 8 490 283 265 WILLIAM GOULD WAY COLLECTOR 72 2 2 1750 40 8 INDEPENDENCE MALL 491 284. 266 WAY MINOR ARTERIAL 27 2 2 1750 35 8 492 285 284 CRANBERRY RD MINOR ARTERIAL 51 2 2 1750 35 8 INDEPENDENCE MALL 493 286 284 WAY COLLECTOR 75 2 21750 35 8 Pilgrim Nuclear Power Station K-43 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

494 287 266 SMITH [N COLLECTOR 43 22 1750 408 495 287 637 SMITH LN COLLECTOR 75 22 1700 408 SR 3 ON-RAMP FROM 496 288 33 SMITH LN FREEWAY RAMP 956 112 2 1700 458 SR 3 ON-RAMP FROM 497 288 267 SMITH [N FREEWAY RAMP 466 1 12 2 1750 45 8 498 289 125 HILLTOP AVE COLLECTOR 586 1 12 2 1750 40 8 499 290 291 CLARK RD COLLECTOR 1204 1 12 2 1700 40 15 SR 3 ON-RAMP FROM 500 291 17 CLARK RD FREEWAY RAMP 1198 1 12 2 1350 30 15 501 291 292 CLARK RD COLLECTOR 1072 1 12 2 1700 40 15 502 292 291 CLARK RD COLLECTOR 1072 1 12 2 1700 40 15 503 292 680 LONG POND RD COLLECTOR 5488 1 12 0 1700 40 15 504 292 698 LONG POND RD COLLECTOR 6044 1 12 0 1700 40 15 505 293 290 CLARK RD COLLECTOR 3449 1 12 2 1700 40 15 506 294 295 CLIFFORD RD COLLECTOR 2228 1 12 2 1750 35 11 507 295 302 JORDAN RD COLLECTOR 3631 1 12 2 1575 35 11 508 295 311 SANDWICH RD COLLECTOR 3247 1 12 2 1700 40 11 PLYMOUTH PLANTATION 509 296 298 HIGHWAY MINOR ARTERIAL 2247 1 12 2 1700 60 11 510 297 111 CLIFFORD RD COLLECTOR 975 1 12 2 1575 35 11 511 297 294 CLIFFORD RD COLLECTOR 3411 1 12 2 1575 35 11 512 297 307 RIVER ST COLLECTOR 1643 1 12 2 1700 40 11 PLYMOUTH PLANTATION 513 298 299 HIGHWAY MINOR ARTERIAL 2255 112 2 1700 60 11 K-44 KLD Engineering, P.C.

Pilgrim Nuclear Power Station K-44 Evacuation Time Estimate Rev. 1

PLYMOUTH PLANTATION 514 299 301 HIGHWAY MINOR ARTERIAL 860 1~ 12 2 1700 60 11 PLYMOUTH PLANTATION 515 300 21 HIGHWAY FREEWAY RAMP 12 1 1221700 55 11 PLYMOUTH PLANTATION 516 301 300 HIGHWAY MINOR ARTERIAL 2437 2 12 2 1900 60 11 517 302 695 JORDAN RD COLLECTOR 2550 1 12 2 1575 35 15 518 303 322 LONG POND RD COLLECTOR 4931 1 12 0 1700 40 15 519 -303 328 LONG POND RD COLLECTOR 4913 1 12 2 1750 40 15 520 304 297 RIVER ST COLLECTOR 460 1 12 2 1575 35 11 PLYMOUTH PLANTATION 521 305 306 ACCESS COLLECTOR 414 1 12 2 1575 35i1 522 305 308 RIVER ST COLLECTOR 1341 1 12 2 1700 40i1 PLYMOUTH PLANTATION HIGHWAY ON-RAMP FROM PLYMOUTH 523 306 298 PLANTATION ACCESS FREEWAY RAMP 437 112 2 1350 0 11 PLYMOUTH PLANTATION 524 306 305 ACCESS COLLECTOR 414 1 12 2 1575 35i1 525 307 305 RIVER ST COLLECTOR 706 1 12 2 1700' 40 1 526 308 310 SANDWICH RD COLLECTOR 893 1 12 2 1575 35 11 527 308 312 SANDWICH ST COLLECTOR 5566 1 12 2 1700 40 11 PLYMOUTH PLANTATION 528 309 112 ACCESS COLLECTOR 1381 1 12 21575 35 11 PLYMOUTH PLANTATION 529 309 306 ACCESS COLLECTOR 1140 112 2 1575 35i1 Pilgrim Nuclear Power Station K-45 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

i-s.-~A'~~.~-

6.6 - - - S.. . 6-FLYIVIUU I I" ILAI'JI dI'-1lJ~

HIGHWAY ON-RAMP 530 310 299 FROM SANDWICH RD FREEWAY RAMP 2 1700 11 841 1 12 40 531 310 308 SANDWICH RD COLLECTOR 90 22 1575 35 11 532 310 311 SANDWICH RD COLLECTOR 3041 1 12 2 1700 40 11 533 311 295 SANDWICH RD COLLECTOR 3243 1 12 2 1750 40 11 534 311 310 SANDWICH RD COLLECTOR 3031 1 12 2 1700 40 11 535 312 113 SANDWICH RD COLLECTOR 630 1 12 2 1750 40 11 536 312 313 OBERY ST COLLECTOR 4028 1 12 2 1750 40 11 537 313 315 SOUTH ST COLLECTOR 472 1 12 2 1750 40 11 538 314 114 SOUTH ST COLLECTOR 2786 1 12 2 1700 40 11 539 314 313 SOUTH ST COLLECTOR 3087 1 12 2 1750 40 11 SR 3 ON-RAMP FROM 540 315 320 SOUTH ST FREEWAY RAMP 326 1 12 2 1350 30 11 541 315 321 LONG POND RD COLLECTOR 524 1 12 2 1700 40 11 542 316 317 LONG POND RD COLLECTOR 788 1 12 2 1750 40 11 543 316 321 LONG POND RD COLLECTOR 218 1 12 2 1700 40 11 544 317 316 LONG POND RD MINOR ARTERIAL 788 2 12 2 1750 40 11 545 317 318 LONG POND RD COLLECTOR 1142 1 12 2 1750 40 11 546 318 317 LONG POND RD MINOR ARTERIAL 1138 2 12 2 1750 40 11 547 318 321' LONG POND RD COLLECTOR 1090 1 12 2 1700 40 11 548 319 326 LONG POND RD MINOR ARTERIAL 666 2 12 2 1900 40 11 549 319 327 LONG POND RD MINOR ARTERIAL 457 2 12 2 1900 40 11 SR 3 ON-RAMP FROM 550 320 22 SOUTH ST FREEWAY RAMP 377 112 2 1350 30 11 Pilgrim Nuclear Power Station K-46 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

SR 3 OFF-RAM P TO SOUTH 551 320 315 ST FREEWAY RAMP 2 1750 11 326 1 12 45 552 321 315 LONG POND RD COLLECTOR 52 22 1750 40 11 553 321 316 LONG POND RD MINOR ARTERIAL 21 22 1750 40 11 554 322 303 LONG POND RD COLLECTOR 42 1 120 1750 40 15 555 322 327 LONG POND RD COLLECTOR 41 1 120 1700 45 15 556 323 322 BOOT POND RD COLLECTOR 50 1 122 1700 40 15 557 324 317 HOME DEPOT RD COLLECTOR 13 1 122 1750 40 11 558 325 318 DRIVEWAY COLLECTOR 24 1 122 1750 40 11

559 325 319 CAMELOT DR COLLECTOR 12 1 122 1750 40 11 560 326 318 LONG POND RD MINOR ARTERIAL 18 2 122 - 1750 40 11 561 326 319 LONG POND RD MINOR ARTERIAL 65 22 1750 40 11 562 327 319 LONG POND RD MINOR ARTERIAL 50 22 1750 40 11 563 327 322 LONG POND RD COLLECTOR 43 1 120 1700 45 15 564 328 678 ALDEN RD COLLECTOR 50 1 124 1700 40 15 565 328 680 LONG POND RD COLLECTOR 49 1 120 1700 40 15 566 329 330 LONG POND RD COLLECTOR 79 1 122 1700 40 15 567 329 336 HALFWAY POND RD COLLECTOR 34 1 122 1700 40 15 568 330 331 LONG POND RD COLLECTOR 50 1 122 1700 40 15 569 331 332 LONG POND RD COLLECTOR 47 1 122 1700 40 19 570 332 333 HERRING POND RD COLLECTOR 92 1 122 1700 40 20 571 332 460 HERRING POND RD COLLECTOR 31 22 1700 40 20 572 333 334 HERRING POND RD COLLECTOR 37 1 122 1700 40 19 573 334 335 BOURNEDALE RD COLLECTOR 48 22 1700 40 19 574 334 346 BOURNEDALE RD COLLECTOR 45 1 122 1700 40 19 Pilgrim Nuclear Power Station K-47 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Ub-b UI*I-i'*AIVII* ALLI-bb FROM BOURNEDALE RD 575 335 173 FREEWAY RAMP 2 1750 19 576 336 337 BOURNE RD COLLECTOR 70 1 122 1700 40 15 577 336 344 HALFWAY POND RD COLLECTOR 49 1 124 1700 40 15 578 337 338 BOURNE RD COLLECTOR 43 1 122 1700 40 15 579 338 339 BOURNE RD COLLECTOR 45 1 122 1700 40 19 580 339 340 BOURNE RD COLLECTOR 98 1 122 1700 40 19 581 340 664 PLYMOUT LN COLLECTOR 42 1 122 1700 40 19 582 341 342 HEAD OF THE BAY RD COLLECTOR 30 1 122 1700 40 19 583 341 345 HEAD OF THE BAY RD COLLECTOR 18 1 122 1700 40 19 584 342 343 HEAD OF THE BAY RD COLLECTOR 54 1 122 1700 40 19 585 343 183 RED BROOK RD COLLECTOR 23 1 122 1700 40 19 586 343 706 COHASSET RD COLLECTOR 20 1 124 1575 35 19 587 344 336 HALFWAY POND RD COLLECTOR 49 1 122 1700 40 15 588 344 713 WAREHAM RD COLLECTOR 30 1 122 1575 35 15 589 345 341 HEAD OF THE BAY RD COLLECTOR 18 1 122 1750 40 19 590 345 705 HEAD OF THE BAY RD COLLECTOR 34 1 122 1700 40 19 591 346 345 BOURNEDALE RD COLLECTOR 69 1 122 1700 40 19 592 347 348 MAIN ST COLLECTOR 30 1 122 1700 40 19 593 348 180 ST MARGARETS ST COLLECTOR 85 22 1750 35 19 594 348 701 MAIN ST COLLECTOR 19 1 122 1750 40 19 595 349 181 MAIN ST ROTARY TO US-6 MINOR ARTERIAL 24 22 1900 30 19 596 350 180 COUNTY ST COLLECTOR 13 1 122 1750 35 19 597 350 700 PURITAN RD COLLECTOR 15 1 124 1575 35 19 598 3S1 182 ONSET AVE COLLECTOR 13 1 122 1750 40 19 Pilgrim Nuclear Power Station K-48 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

599 351 352 ONSET AVE COLLECTOR 54 1 12 2 1700 40 19 600 352 351 ONSET AVE COLLECTOR 54 1 12 2 1700 40 19 601 352 353 ONSET AVE COLLECTOR 20 1 122 1700 40 19 602 353 354 UNION AVE COLLECTOR 25 1 122 1700 40 19 603 353 355 ONSET AVE COLLECTOR 12 1 12 2 1700 40 19 604 354 184 MAIN AVE COLLECTOR 32 1 122 1700 40 19 605 355 356 ONSET AVE COLLECTOR 51 1 12 2 1700 40 19 606 356 357 DEPOT ST COLLECTOR 17 1 12 2 1750 40 18 607 357 188 DEPOT ST COLLECTOR 46 2 2 1750 40 18 608 358 359 GLEN CHARLIE RD COLLECTOR 73 1 12 2 1575 35 19 609 359 188 GLEN CHARLIE RD COLLECTOR 39 1 12 2 1750 40 19 610 360 192 US-6 MINOR ARTERIAL 29 2 10 1700 40 18 611 361 360 NARROWS RD COLLECTOR 28 1 122 1750 40 18 612 362 356 DEPOT ST COLLECTOR 29 1 122 1700 40 18 613 363 364 US 6 MINOR ARTERIAL 34 22 1750 40 18 614 363 380 MAPLE SPRINGS RD MINOR ARTERIAL 80 2 2 1900 40 18 615 364 190 MAPLE SPRINGS RD COLLECTOR 71 2 2 1750 40 18 616 364 365 SR 28 MINOR ARTERIAL 37 2 2 1700 40 18 617 365 366 SR 28 MINOR ARTERIAL 31 1 12 2 1700 40 18 618 366 406 SR 28 MINOR ARTERIAL 621 1 .2 2 1700 40 18 619 367 391 MAIN ST COLLECTOR 10 1 12 2 1700 40 18 620 367 402 SR 28 MINOR ARTERIAL 18 1 12 2 1700 40 18 621 368 408 SR 28 MINOR ARTERIAL 12 1 12 2 1700 40 18 1-195 ON-RAMP FROM SR 622 369 87 28 FREEWAY RAMP 18 1 12 21700 45 18 K-49 KLD Engineering, P.C.

Pilgrim Nuclear Power Station K-49 Evacuation Time Estimate Rev. 1

623 369 370 SR 28 MINOR ARTERIAL 72 2 21750 40 18 1-195 ON-RAMP FROM SR 624 370 88 28 FREEWAY RAMP 12 1 12 2 1700 45 18 625 370 371 SR 28 MINOR ARTERIAL 16 2 12 2 1750 40 18 626 371 370 SR 28 MINOR ARTERIAL 16 1 12 2 1750 40 18 627 371 372 SR 28 MINOR ARTERIAL 97 2 2 1750 40 18*

628 372 371 SR 28 MINOR ARTERIAL 97 2 2 1750 40 18 629 372 373 SR 28 MINOR ARTERIAL 23 1 12 2 1700 45 18 630 372 409 TOBEY RD COLLECTOR 39 1 12 2 1700 40 18 631 373 372 SR 28 MINOR ARTERIAL 23 1 12 2 1750 45 18 632 373 374 SR 28 MINOR ARTERIAL 61 1 12 2 1700 45 18 633 374 373 SR 28 MINOR ARTERIAL 61 1 12 2 1700 45 18 634 374 375 5R 28 MINOR ARTERIAL 21 1 12 2 1750 45 18 635 375 374 SR 28 MINOR ARTERIAL 21 1 12 2 1700 45 18 636 375 376 SR 28 MINOR ARTERIAL 60 1 12 2 1700 40 17 637 375 385 SR 58 MINOR ARTERIAL 19 1 12 2 1700 40 18 638 375 387 COUNTY RD COLLECTOR 75 1 12 2 1700 40 18 639 376 377 SR 28 MINOR ARTERIAL 2S 1 12 2 1700 40 17 640 377 22S SR 28 MINOR ARTERIAL 50 1 12 2 1700 40 17 641 378 379 MAPLE SPRINGS RD COLLECTOR 8S 1 12 2 1575 35 18 SR 28 ON-RAMP FROM 642 379 73 MAPLE SPRINGS RD FREEWAY RAMP 88 2 2 13S0 30 18 643 379 381 MAPLE SPRINGS RD COLLECTOR 95 2 2 1700 40 18 644 380 364 MAPLE SPRINGS RD MINOR ARTERIAL 52 2 2 1750 40 18 64S 380 365 MAPLE SPRINGS RD COLLECTOR 41 2 2 1700 40 18 P.C.1 KLD Engineering,Rev.

Pilgrim Pilgrim Nuclear Power Nuclear Station Power Station K-5O KLD Engineering,Rev.

P.C.1 Evacuation Time Estimate Evacuation Time Estimate

646 380 381 MAPLE SPRINGS RD MINOR ARTERIAL 2 1900 18 646 380 381 MAPLE SPRINGS RD MIORLARTERIA 32 2 2 1900 40 18 647 381 379 MAPLE SPRINGS RD COLLECTOR 91 22 1700 40 18 649 382 363 US-6 MAJOR ARTERIAL 66 22 1900 40 18 650 383 384 SR 58 MINOR ARTERIAL 39 22 1700 40 18 651 384 385 SR 58 MINOR ARTERIAL 11 1 122 1700 40 18 1-495 ON-RAMP FROM SR 652 384 417 58 FREEWAY RAMP 63 2 2 1575 35 18 653 385 375 SR 58 MINOR ARTERIAL 19 1 122 1750 40 18 654 385 384 SR 58 MINOR ARTERIAL 11 1 122 1700 40 18 655 386 383 SR 58 MINOR ARTERIAL 41 1 122 1700 50 18 656 387 388 COUNTY RD COLLECTOR 55 1 122 1700 40 18 657 388 389 COUNTY RD COLLECTOR 25 1 122 1700 40 18 658 388 390 FEARING HILL RD COLLECTOR 34 1 122 1700 40 18 659 391 392 MAIN ST COLLECTOR 33 22 1700 40 18 660 392 194 GIBBS AVE COLLECTOR 20 1 122 1575 35 18 661 392 393 MAIN ST COLLECTOR 13 1 122 1700 40 18 662 393 368 TREMONT RD COLLECTOR 51 2 2 1750 40 18 663 393 394 MAIN ST COLLECTOR 21 1 122 1700 40 18 664 394 409 FEARING HILL RD COLLECTOR 24 1 122 1700 40 18 665 395 195 US-6 MINOR ARTERIAL 1S 2 12 10 1900 40 18 666 396 395 DRIVEWAY COLLECTOR 31 22 1750 40 18 667 397 394 HATHAWAY ST COLLECTOR 29 1 12 2 1700 40 18 668 398 388 FEARING HILL RD COLLECTOR 43 1 122 1700 40 18 669 399 194 US-6 MINOR ARTERIAL 16 1 12 10 1700 40 18 Pilgrim Nuclear Power Station K-5i KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

670 400 399 HIGH ST COLLECTOR 2 1750 18 670 400 399 HIGH ST COLLECTOR 55 22 1750 40 18 672 402 368 SR 28 MINOR ARTERIAL 14 1 122 1750 40 18 673 402 391 TIHORNET RD LOCAL ROADWAY 54 2 4 1350 30 18 674 403 404 FARM TO MARKET RD COLLECTOR 45 1 12 2 1700 40 18 675 404 402 TIHONET RD COLLECTOR 35 1 122 1700 40 18 676 405 406 CHARGE POND RD COLLECTOR 54 1 122 1700 40 18 677 406 367 SR 28 MINOR ARTERIAL 17 1 12 .2 1700 40 18 678 407 373 CHARLOTT-E FURNACE RD COLLECTOR 67 1 122 1700 45 18 679 408 369 SR 28 MINOR ARTERIAL 86 22 1750 40 18 680 409 412 FEARING HILL RD COLLECTOR 63 22 1700 40 18 681 410 372 TOW RD COLLECTOR 79 22 1750 40 18 682 411 371 KEN DRICK RD COLLECTOR 26 1 122 1750 40 18 683 412 398 FEARING HILL RD COLLECTOR 32 1 122 1700 40 18 684 413 412 MAIN ST COLLECTOR 20 1 122 1700 40 18 685 414 60 SR 105 MINOR ARTERIAL 12 1 122 1700 40 13 686 415 414 SR 105 MINOR ARTERIAL 25 1 122 1700 40 13 687 415 651 SR 1O5 MINOR ARTERIAL 61 1 124 1700 40 6 688 416 59 5R 105 MINOR ARTERIAL 17 1 122 17S5 0 13 689 416 708 E MAIN ST COLLECTOR 16 24 1700 40 13 1-495 ON-RAMP FROM SR 690 417 77 58 FREEWAY RAMP 65 22 1575 35 18 691 418 419 EAST ST COLLECTOR 29 1 122 1700 40 14 692 418 421 PINE ST COLLECTOR 53 1 122 1700 40 14 693 419 383 BEACH ST COLLECTOR 50 1 122 1700 40 18 KLD Engineering, P.C.

Pilgrim Nuclear Power Station K-52 Evacuation Time Estimate Rev. 1

694 420 418 ROCHERSTER RD COLLECTOR 2 1700 14 695 421 225 PINE ST COLLECTOR 89 1 122 1700 40 13 696 422 663 S MEADOW RD COLLECTOR 7296 1 12 2 1700 40 14 697 423 231 S MEADOW RD COLLECTOR 6650 1 12 2 1750 40 14 698 424 245 S MEADOW RD COLLECTOR 1199 1 12 2 1750 40 10 699 424 422 S MEADOW RD COLLECTOR 4356 1 12 2 1700 40 10 700 425 1 US-6 FREEWAY 3520 2 12 10 2250 70 20 701 426 427 SR 6A MINOR ARTERIAL 5307 1 12 2 1700 40 20 702 426 720 SR 6A MINOR ARTERIAL 3873 1 12 2 1700 40 20 703 427 426 SR 6A MINOR ARTERIAL 5329 1 12 2 1700 40 20 704 427 428 SR 6A MINOR ARTERIAL 2020 1 12 2 1750 40 20 705 427 440 MAIN ST COLLECTOR 998 1 12 2 1575 35 20 706 428 427 SR 6A MINOR ARTERIAL 2020 1 12 2 1700 40 20 707 428 429 SR 6A MINOR ARTERIAL 2299 1 12 2 1750 40 20 708 429 428 SR6A MINOR ARTERIAL 2300 1 12 2 1750 40 20 709 429 430 SR 6A MINOR ARTERIAL 2389 1 12 .2 1750 40 20 710 429 441 TUPPER RD COLLECTOR 2169 1 12 2 1700 40 20 711 430 429 SR 6A MINOR ARTERIAL 2388 1 12 2 1750 40 20 712 430 431 SR 6A MINOR ARTERIAL 4084 1 1i2 2 1700 40 20 713 431 430 SR 6A MINOR ARTERIAL 4092 1 12 2 17S0 40 20 714 431 432 SR 6A MINOR ARTERIAL 2212 1 12 2 1700 40 20 715 432 431 SR 6A MINOR ARTERIAL 2209 1 12 2 1700 40 20 716 432 433 SANDWICH RD COLLECTOR 1523 1 12 2 1750 40 20 717 432 447 SR 6A MINOR ARTERIAL 1465 2 12 2 1900 40 20 718 433 434 SANDWICH RD COLLECTOR 1726 1 12 2 1700 40 20 Pilgrim Nuclear Power Station K-53 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

719 434 435 SANDWICH RD COLLECTOR 24 1 122 1750 40 20 720 435 449 SANDWICH RD COLLECTOR 4104 1 12 2 1700 55 20 721 435 450 Mid Cape Connector COLLECTOR 1041 2 12 2 1750 40 20 722 436 437 SANDWICH RD COLLECTOR 5051 1 12 2 1700 60 19 723 437 82 N303 COLLECTOR 2165 1 12 2 1700 50 19 724 438 439 SR 130 MINOR ARTERIAL 5456 1 12 2 1700 40 20 725 438 440 BEALE AVE COLLECTOR 1549 1 12 2 1575 35 20 726 438 441 SR 130 MINOR ARTERIAL 2348 1 12 2 1700 40 20 US-6 ON-RAMP FROM SR 727 439 3 130 FREEWAY RAMP 577 1 12 2 1700 30 20 728 439 438 SR 130 MINOR ARTERIAL 5445 1 12 2 1700 40 20 729 440 427 MAIN ST COLLECTOR 842 1 12 2 1575 35 20 730 440 438 BEALE AVE COLLECTOR 1393 1 12 2 1575 35 20 731 441 429 TUPPER RD COLLECTOR 2170 1 12 2 1750 40 20 732 441 438 SR 130 MINOR ARTERIAL 2346 1 12 2 1700 40 20 733 441 442 SR 130 MINOR ARTERIAL 2336 1 12 2 1700 40 20 734 442 431 SR 130 MINOR ARTERIAL 4836 1 12 2 1700 40 20 735 443 428 JARVES ST COLLECTOR 922 1 12 2 1750 40 20 736 444 428 JARVES ST COLLECTOR 921 1 12 2 1750 40 20 737 445 429 TUPPER RD COLLECTOR 1003 1 12 2 1750 40 20 738 446 430 MERCHANTS RD COLLECTOR 778 1 12 2 1750 40 20 739 447 432 SR 6A MINOR ARTERIAL 1465 1 12 2 1900 40 20 740 447 433 BEN ABBEY RD COLLECTOR 783 1 12 2 1750 30 20 741 447 448 SR 6A MINOR ARTERIAL 2132 1 12 2 1700 40 20 742 448 434 ADAMS ST COLLECTOR 1092 1 12 2 1350 30 20 Pilgrim Nuclear Power Station K-54 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

743 448 447 SR 6A MINOR ARTERIAL 2 1900 20 744 449 436 SANDWICH RD COLLECTOR 4633 1 12 2 1700 60 19 745 450 435 MID CAPE CONNECTOR COLLECTOR 1041 1 12 2 1750 40 20 746 450 719 Mid Cape Connector COLLECTOR 460 2 12 2 1900 40 20 747 451 83 TOWBRIDGE RD COLLECTOR 255 1 12 2 1700 40 19 748 452 451 FREEMAN ST COLLECTOR 690 1 12 2 1700 40 19 749 453 451 TOWBRIDGE RD COLLECTOR 2777 1 12 2 1700 40 19 750 454 453 TOWBRIDGE RD COLLECTOR 305 1 12 2 1700 40 19 751 455 454 SHORE RD COLLECTOR 1119 1 12 2 1700 40 19 752 456 455 SHORE RD COLLECTOR 2101 1 12 2 1700 40 19 753 457 456 SHORE RD COLLECTOR 2573 1 12 2 1700 40 19 754 458 453 WATERHOUSE RD COLLECTOR 2083 1 12 2 1700 40 19 755 459 454 COUNTRY RD COLLECTOR 1835 1 12 2 1700 40 19 SR 3 ON-RAMP FROM 756 460 10 HERRING POND RD FREEWAY RAMP 1007 1 12 2 1700 40 20 757 460 332 HERRING POND RD COLLECTOR 316 1 12 2 1700 40 20 758 461 109 HEDGES POND RD COLLECTOR 5152 1 12 2 1700 40 16 759 461 330 HEDGES POND RD COLLECTOR 3477 1 12 2 1700 40 15 760 462 464 STATE RD COLLECTOR 4569 1 12 2 1700 50 20 761 462 466 OLD PLYMOUTH RD COLLECTOR 4137 1 12 2 1700 40 20 762 463 469 MEETINGHOUSE LN COLLECTOR 493 1 12 2 1700 40 20 763 464 463 STATE RD COLLECTOR 3328 1 12 2 1750 50 20 764 465 463 MEETINGHOUSE LN COLLECTOR 1759 1 12 2 1750 40 20 765 466 465 OLD PLYMOUTH RD COLLECTOR 5465 1 12 2 1700 40 20 766 467 465 SCUSSET BEACH RD COLLECTOR 3695 1 12 2 1700 40 20 KLD Engineering,Rev.P.C.1 Pilgrim Nuclear Pilgrim Nuclear Power Station K-55 KLD Engineering,Rev.

P.C.i Evacuation TimePower Station Estimate Evacuation Time Estimate

767 468 469 SR 3 OFF-RAM P TO US-6 FREEWAY RAMP 42 22 1350 30 20 768 469 471 US-6 MINOR ARTERIAL 42 22 1750 40 20 769 470 172 SR 3 OFF-RAMP TO US-6 FREEWAY RAMP 182 1 12 2 1700 40 20 770 470 471 SR 3 OFF-RAMP TO US-6 FREEWAY RAMP 138 1 12 2 1750 40 20 771 471 172 US-6 MINOR ARTERIAL 78 2 12 2 1900 40 20 772 472 173 US-6 MINOR ARTERIAL 2694 2 12 2 1750 60 20 773 473 472 US-6 MINOR ARTERIAL 2005 2 12 10 1900 60 20 774 474 473 CHURCH LN COLLECTOR 453 1 12 2 1750 35 20 775 475 463 CANAL RD COLLECTOR 519 1 12 2 1750 40 20 776 476 176 NIGHTINGALE POND RD COLLECTOR 731 1 12 2 1750 40 19 777 477 176 ANDY OLIVIA COLLECTOR 1093 1 12 2 1750 40 19 778 478 178 SR 25 OFF-RAM P TO US-6 FREEWAY RAMP 1480 1 12 2 1700 40 19 SR 25 ON-RAMP FROM US-779 478 479 6 FREEWAY RAMP 1307 1 12 21700 45 19 SR 25 ON-RAMP FROM US-780 479 67 6 FREEWAY RAMP 1251 1 12 2 1700 45 19 781 479 478 SR 25 OFF-RAM P TO US-6 FREEWAY RAMP 1308 1 12 2 1700 40 19 782 480 358 GLEN CHARLIE RD COLLECTOR 2611 1 12 2 1575 35 19 783 481 480 PLYMOUTH AVE COLLECTOR 6842 1 12 2 1700 40 19 784 482 481 WAREHAM RD COLLECTOR 4617 1 12 2 1700 40 19 785 483 157 MAIN ST COLLECTOR 5545 1 12 2 1700 40 6 786 483 484 MAIN ST COLLECTOR 6452 1 12 2 1700 40 6 787 484 589 SR 58 MINOR ARTERIAL 3614 1 12 2 1700 45 6 788 485 137 SR 27 MINOR ARTERIAL 2266 1 12 2 1700 50 3 789 485 489 SR 58 MINOR ARTERIAL 2375 1 12 2 1700 40 3 Pilgrim Nuclear Power Station K-56 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

790 486 159 SR 58 MINOR ARTERIAL 97 1 122 1750 50 6 791 487 159 SR 58 MINOR ARTERIAL 26 1 122 1750 406 792 487 488 SR 58 MINOR ARTERIAL 4879 1 12 2 1700 506 793 488 485 SR 58 MINOR ARTERIAL 10810 1 12 2 1750 50 3 794 490 491 ELM ST COLLECTOR 6085 1 12 2 1700 50 7 795 490 653 ELM ST COLLECTOR 971 1 12 2 1750 35 7 796 491 492 ELM ST COLLECTOR 3474 1 12 2 1750 50 7 797 492 494 ELM ST COLLECTOR 2240 1 12 2 1700 50 7 798 493 252 BISHOPS HWY COLLECTOR 3427 1 12 2 1750 40 9 799 493 633 BISHOPS HWY COLLECTOR 6588 1 12 2 1700 50 9 800 494 258 BROOK ST COLLECTOR 8374 1 12 2 1700 50 9 801 495 670 LORING RD COLLECTOR 2352 1 12 2 1700 40 8 802 496 143 PARKS ST COLLECTOR' 3027 1 12 2 1700 40 8 803 496 518 BAY RD COLLECTOR 11075 1 12 2 1750 45 8 804 497 146 ST GEORGES ST COLLECTOR 5422 1 12 2 1750 40 805 498 497 POWDER POINT AVE COLLECTOR 5578 1 12 2 1700 40 5 806 499 500 SR 14 MINOR ARTERIAL 3248 1 12 2 1700 45 SR 14 ROUNDABOUT TO 807 500 502 UNION ST MINOR ARTERIAL 121 1 12 2 900 20 4 808 501 504 SR.14 MINOR ARTERIAL 162 1 12 2 1700 40 UNION ST ROUNDABOUT 809 502 501 TO SR 14 MINOR ARTERIAL 115 112 2 900 0 4 LINCOLN ST ROUNDABOUT 810 503 500 TO SR 14 MINOR ARTERIAL 121 1 12 2900 20 4 SR 3 ON-RAMP FROM SR 811 504 42 14 FREEWAY RAMP 1034 112 2 1700 40 Pilgrim Nuclear Power Station K-57 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

812 504 505 SR 14 MINOR ARTERIAL 6 1700 4 812 504 505 SR 14 MINOR ARTERIAL 1337 1 12 6 1700 50 4 813 505 504 SR 14 MINOR ARTERIAL 1374 1 12 6 1700 50 4 814 505 506 SR 14 MINOR ARTERIAL 1744 1 12 0 1700 45 4 815 506 505 SR 14 MINOR ARTERIAL 1744 1 12 0 1700 45 4 817 507 166 FRANKLIN ST COLLECTOR 5664 1 12 2 1700 40 4 818 507 506 SR 14 MINOR ARTERIAL 2831 1 12 0 1700 45 4 819 507 676 SR 14 MINOR ARTERIAL 1365 1 12 2 1700 45 4 820 508 516 VALLEY ST COLLECTOR 2145 1 12 2 1700 40 3 821 S09 134 PLAIN ST COLLECTOR 1104 1 12 2 1700 40 3 822 509 510 LAKE ST COLLECTOR 4840 1 12 2 1700 40 3 823 510 511 HOBORNOCK ST COLLECTOR 4328 1 12 2 1700 40 3 824 511 645 SR 14 MINOR ARTERIAL 3689 1 12 2 1750 40 3 825 512 513 SR 36 MINOR ARTERIAL 600 1 12 2 1700 40 3 826 513 514 CURVE ST COLLECTOR 695 1 12 2 1700 40 3 827 513 644 SR 36 MINOR ARTERIAL 866 1 12 2 1575 35 3 828 514 515 OLD HAM ST COLLECTOR 3216 1 12 2 1700 40 3 829 516 509 PLAIN ST COLLECTOR 1874 1 12 2 1700 40 3 830 517 498 POWDER POINT BRIDGE LOCAL ROADWAY 2352 1 12 2 900 20 5 831 517 531 GUMET RD COLLECTOR 5981 1 12 2 1350 30 5 832 518 144 CHESTNUT ST COLLECTOR 3954 1 12 2 1750 40 4 833 518 145 DEPOT ST COLLECTOR 4814 1 12 2 1700 40 4 834 518 496 BAY RD COLLECTOR 11075 1 12 2 1700 45 8 835 518 497 WASHINGTON ST COLLECTOR 9688 1 12 2 1575 35 4 836 519 672 SUMMER ST COLLECTOR ,1300 1 12 2 1700 40 4 Pilgrim Nuclear Power Station K-58 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

837 520 518 STANDISH ST COLLECTOR 2 1750 4 838 521 143 OAK ST COLLECTOR290 1 2 2 1700 40 839 521 144 TOBEY GARDENS ST COLLECTOR520 1 2 2 1750 40 840 521 682 ELM ST COLLECTOR210 1 2 2 1700 40 SR 3 ON-RAMP FROM SR 841 522 37 3A FREEWAY RAMP 46 2 2 1350 30 7 842 523 524 SR 139 MINOR ARTERIAL 26 1 122 1750 40 5 843 523 642 SR 139 MINOR ARTERIAL 23 1 122 1700 40 5 844 524 523 SR 139 MINOR ARTERIAL 27 1 122 1700 40 5 845 524 525 SR 139 MINOR ARTERIAL 78 1 122 1700 40 5 846 525 538 SR 139 MINOR ARTERIAL 308 1 2 2 1700 40 847 526 527 5R 139 MINOR ARTERIAL 375 1 2 2 1750 40 848 527 703 SR 139 MINOR ARTERIAL 13 1 122 1575 35 4 849 528 532 WEBSTER ST COLLECTOR601 1 2 2 1700 45 850 528 534 SR 139 MINOR ARTERIAL 412 1 2 2 1700 40 851 529 530 CANAL ST COLLECTOR 34 1 12 2 1750 40 5 852 530 533 SR 139 MINOR ARTERIAL 17 1 122 1700 45 5 853 531 517 GUMET RD COLLECTOR 58 1 12 2 1350 30 5 854 531 529 GUMET RD COLLECTOR 23 1 12 2 1350 30 5 855 532 527 WEBSTER ST COLLECTOR564 1 2 2 1750 45 856 533 528 SR 139 MINOR ARTERIAL 186 1 2 2 1700 45 857 534 147 SR 139 MINOR ARTERIAL 309 1 2 2 1750 40 858 535 524 OCEAN ST COLLECTOR 4S 1 122 1750 35 5 859 536 148 ACORN ST COLLECTOR307 1 2 2 1750 40 860 536 502 LINCOLN ST COLLECTOR858 1 2 2 1700 40 Pilgrim Nuclear Power Station K-59 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

861 537 503 LINCOLN ST COLLECTOR147 1 2 2 1700 40 862 538 526 SR 139 MINOR ARTERIAL 511 1 2 2 1700 40 863 539 538 WINSLOW ST COLLECTOR 45 1 12 2 1575 35 4 864 540 541 SR 139 MINOR ARTERIAL 13 2 12 2 1750 40 4 865 541 542 SR 139 MINOR ARTERIAL 74 2 2 1900 45 4 866 542 543 SR 139 MINOR ARTERIAL 43 1 12 2 1700 45 4 867 543 544 SR 139 MINOR ARTERIAL 18 2 12 2 1750 45 4 868 544 545 SR 139 MINOR ARTERIAL 42 2 2 1750 40 4 869 544 723 UNION ST COLLECTOR 52 1 12 2 1700 40 4 870 545 544 SR 139 MINOR ARTERIAL 42 2 2 1750 40 4 871 545 604 SR 139 MINOR ARTERIAL 12 2 12 2 1750 40 4 SR 3 ON-RAMP FROM SR 872 545 608 139 FREEWAY RAMP 87 2 2 1700 40 4 873 546 547 SR 139 MINOR ARTERIAL 81 2 2 1750 40 4 874 546 604 SR 139 MINOR ARTERIAL 37 2 2 1750 40 4 875 547 546 SR 139 MINOR ARTERIAL 81 2 2 1750 40 4 876 547 606 SR 139 MINOR ARTERIAL 30 2 2 1900 40 4 877 548 546 OAK ST EXD COLLECTOR 25 1 12 2 1750 40 4 878 549 170 SR 139 MINOR ARTERIAL 52 1 12 2 1750 40 3 879 549 606 SR 139 MINOR ARTERIAL 27 1 12 2 1700 40 4 880 550 548 OAK ST COLLECTOR 25 1 12 2 1700 40 4 881 550 585 PLESANT ST COLLECTOR 57 1 12 2 1700 40 4 882 551 540 SR 139 MINOR ARTERIAL 24 1 12 2 1700 40 4 883 552 155 SR 3A MINOR ARTERIAL 13 1 12 2 1700 40 2 884 552 726 HIGHLAND ST LOCAL ROADWAY 13 1 12 4 1700 40 2 Pilgrim Nuclear Power Station K-60 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

885 553 552 SR 3A MINOR ARTERIAL 2 1750 2 886 553 723 PINE ST LOCAL ROADWAY 72 1 12 4 1700 40 2 887 555 552 PLESANT ST COLLECTOR 23 1 122 1750 40 2 888 556 135 SR 36 MINOR ARTERIAL 76 1 122 1750 50 3 889 556 690 SR 36 MINOR ARTERIAL 43 1 122 1700 50 6 890 557 512 SR 14 MINOR ARTERIAL 15 1 122 1750 40 3 891 558 136 MATI-IAKE ES ETT-ST COLLECTOR 17 1 122 1750 40 3 892 559 131 WINTER ST COLLECTOR 52 1 122 1700 40 7 893 560 132 LAKE ST COLLECTOR 48 1 122 1575 35 6 894 560 692 GROVE ST COLLECTOR 60 22 1575 35 6 895 561 156 LAKE ST COLLECTOR 30 1 122 1750 35 6 896 562 160 DRIVEWAY COLLECTOR 35 22 1750 0 6 897 563 161 DRIVEWAY COLLECTOR 41 22 1750 40 6 898 564 163 SR 106 MINOR ARTERIAL 23 1 122 1700 40 6 899 565 564 SOUTH ST COLLECTOR 51 1 122 1700 40 6 900 566 415 PLYMPTON ST COLLECTOR 61 1 122 1700 40 13 901 567 565 SOUTH ST COLLECTOR 57 1 122 1700 40 6 902 568 569 SEA ST COLLECTOR 16 1 122 1700 40 2 903 569 570 ELM ST COLLECTOR 34 1 122 1700 40 2 904 569 574 ELM ST COLLECTOR 14 1 122 1700 40 2 905 570 571 SUMMER ST COLLECTOR 36 1 122 1700 40 2 906 571 572 PLEASANT ST COLLECTOR 14 1 122 1700 40 2 907 572 555 PLEASANT ST COLLECTOR 43 1 122 1700 40 2 908 573 574 BAYBERRY RD COLLECTOR 24 1 122 1700 40 2 909 574 569 ELM ST COLLECTOR 14 1 12 2 1700 40 2 P.C.1 KLD Engineering,Rev.

Pilgrim Pilgrim Nuclear Nuclear Power Station K-61 KLD Engineering, P.C.1 Evacuation TimePower Station Estimate Rev.

Evacuation Time Estimate

910 574 575 FERRY ST COLLECTOR 2 1700 2 910 574 575 FERRY ST COLLECTOR 2712 1 12 2 1700 40 2 911 575 574 FERRY ST COLLECTOR 6271 1 12 2 1700 40 2 912 575 576 FERRY ST COLLECTOR 6240 1 12 2 1700 40 2 913 576 577 FERRY ST COLLECTOR 2700 1 12 2 15700 40 2 914 577 5784 FERRY ST COLLECTOR 1594 1 12 2 15750 35 2 915 577 584 FERRY ST COLLECTOR 3288 1 12 2 1700 40 2 917 579 153 FURNACE ST COLLECTOR 3298 1 12 2 1750 40 4 918 580 575 S RIVER ST COLLECTOR 536 1 12 2 1700 40 2 919 580 576 RIVER ST COLLECTOR 473 1 12 2 1700 40 2 920 581 580 S RIVER ST COLLECTOR 5078 1 12 2 1700 40 2 921 582 150 WILLOW ST COLLECTOR 1200 1 12 2 1700 40 4 922 582 152 S RIVER ST COLLECTOR 1793 1 12 2 1700 40 4 923 583 582 S RIVER ST COLLECTOR 2117 1 12 2 1700 40 4 924 584 570 CHURCH ST COLLECTOR 5351 1 12 2 1700 40 2 925 58S 169 PLESANT ST COLLECTOR 2018 1 12 2 1750 40 3 926 586 168 BARKER ST COLLECTOR 5567 1 12 2 1750 50 3 927 586 644 CENTER ST COLLECTOR 2187 1 12 2 1700 40 3 928 587 S86 HIGH ST COLLECTOR 8607 1 12 2 1700 40 3 929 588 226 PARSONAGE RD COLLECTOR 4122 1 12 2 17S0 40 6 930 588 566 PROSPECT RD COLLECTOR 11863 1 12 4 1575 35 6 931 589 486 SR 58 MINOR ARTERIAL 4066 1 12 2 1700 50 6 932 590 S89 CENTER ST COLLECTOR 1599 1 12 2 1700 40 6 933 591 207 FOSDICK RD COLLECTOR 3365 1 12 2 1700 40 13 934 592 678 ALDEN RD COLLECTOR 3702 1 12 2 1700 40 15 Pilgrim Nuclear Power Station K-62 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

935 592 697 UPPER COLLEGE POND RD COLLECTOR 2 1700 15 936 592 722 LOWER COLLEGE POND RD COLLECTOR 67 1 122 1350 30 15 937 593 595 SUMMER ST COLLECTOR 1347 1 12 2 1750 35 10 938 594 593 BILLINGTON ST COLLECTOR 3186 1 12 2 1700 40 10 939 595 218 WESTLY ROUTE COLLECTOR 1400 1 12 2 1700 40 10 940 595 242 SUMMER ST COLLECTOR 2137 1 12 2 1750 40 10 941 596 595 WESTLY ROUTE COLLECTOR 819 1 12 2 1750 40 10 942 597 246 FEDERAL FURNACE RD COLLECTOR 7624 1 12 2 1700 50 10 943 598 597 BLACK CAT RD COLLECTOR 8206 1 12 2 1750 35 10 944 599 405 CHARGE POND RD COLLECTOR 9951 1 12 2 1575 35 18 945 600 517 GURNET RD COLLECTOR 2031 1 12 2 1350 30 5 946 601 647 SR 28 MINOR ARTERIAL 1490 1 12 2 1700 40 13 947 602 234 TREMONT ST COLLECTOR 1388 1 12 2 1750 45 14 948 602 655 WAREHAM ST COLLECTOR 8991 1 12 2 1700 45 14 949 603 208 CESTNUT ST COLLECTOR 4135 1 12 2 1700 40 13 9S0 604 54S SR 139 MINOR ARTERIAL 1021 1 12 2 1750 40 4 951 604 546 SR 139 MINOR ARTERIAL 371 2 12 2 1750 40 4 9S2 605 547 DRIVEWAY LOCAL ROADWAY 367 2 12 2 1750 40 4 953 606 547 SR 139 MINOR ARTERIAL 308 2 12 2 1750 40 4 954 606 549 SR 139 MINOR ARTERIAL 2671 1 12 2 1700 40 4 955 607 604 SR 3 OFF-RAM P TO SR 139 FREEWAY RAMP 813 2 12 2 1750 40 4 SR 3 ON-RAMP FROM SR 956 608 45 139 FREEWAY RAMP 980 1 12 2 1700 45 4 957 608 54S SR 3 OFF-RAM P TO SR 139 FREEWAY RAMP 870 1 12 2 1750 30 4 958 609 550 ELM ST COLLECTOR 3185 1 12 2 1700 40 4 Pilgrim Nuclear Power Station K-63 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

959 610 609 SPRING ST COLLECTOR277 1 2 2 1750 40 960 611 609 ELM ST COLLECTOR412 1 2 2 1750 40 961 612 148 SR 3A MINOR ARTERIAL 6247 1 1 2 1750 40 962 _ 613 122 HOWARDS LN COLLECTOR 2377 1 2 2 1350 30 8 963 614 126 BROOK ST COLLECTOR 2200 1 2 2 1750 50 7 964 614 490 BROOK ST COLLECTOR 1166 1 2 2 1700 50 7 965 615 614 COUNTRY CLUB WAY COLLECTOR 2301 1 2 2 1700 40 7 966 616 668 CARVER RD COLLECTOR 2711 1 2 2 1700 45 10 967 617 185 DRIVEWAY COLLECTOR 299 1 2 2 1750 35 19 968 618 186 DRIVEWAY COLLECTOR 308 1 2 2 1750 35 19 969 619 439 SR 130 MINOR ARTERIAL 3409 1 2 2 1700 40 20 970 620 465 OLD PLYMOUTH RD COLLECTOR 1204 1 2 2 1575 35 20 971 621 474 CHURCH LN COLLECTOR 1094 1 2 2 1575 35 20 972 622 95 WHITE HORSE RD COLLECTOR 1575 1 2 2 1575 35 11 973 623 92 SR 3A MINOR ARTERIAL 5828 1 2 2 1700 45 11 974 623 94 SR 3A MINOR ARTERIAL 4463 1 2 2 1750 45 11 975 625 111 SR 3A MINOR ARTERIAL 972 1 2 2 1700 45 11 976 626 627 SHIP POND RD COLLECTOR 4325 1 2 2 1575 35 16 977 627 105 SHIP POND RD COLLECTOR 3972 1 2 2 1750 35 16 978 628 197 WESTERLY RD COLLECTOR 3857 1 2 2 1750 40 10 979 629 197 SAMOSET ST M INOR ARTERIAL 329 2 2 2 1750 35 10 980 630 295 OLD SANDWICH RD COLLECTOR 3388 1 2 2 1750 45 11 981 631 182 US-6 MINOR ARTERIAL 2491 2 0 2 1750 45 19 982 632 174 EDGE HILL RD COLLECTOR 472 1 2 2 1750 40 19 983 633 492 BISHOPS HWY COLLECTOR 2710 1 2 2 1750 50 9 Pilgrim Nuclear Power Station K-64 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

984 633 493 BISHOPS HWY COLLECTOR 67 1 122 1700 509 985 634 633 INDIAN POND RD COLLECTOR 3742 1 12 2 1700 40 7 986 635 669 SR 3A MINOR ARTERIAL 1332 1 12 2 1575 35 8 987 636 635 FOREST AVE COLLECTOR 806 1 12 2 1350 30 8 988 637 267 SMITH LN COLLECTOR 214 1 12 2 1750 40 8 989 637 287 SMITH LN COLLECTOR 749 1 12 2 1700 40 8 990 638 637 OCEAN HILL DR COLLECTOR 2690 1 12 2 1575 35 8 991 639 139 SR 3A MINOR ARTERIAL 1568 1 12 2 1750 40 7 992 640 639 TREMONT ST COLLECTOR 1532 1 12 2 1750 35 7 993 641 639 STOP & SHOP DRIVEWAY COLLECTOR 314 1 12 2 1750 35 7 994 642 530 SR 139 MINOR ARTERIAL 2551 1 12 2 1750 40 5 995 643 541 PROPRIETORS DR COLLECTOR 2305 1 12 2 1750 40 4 996 644 S14 OLDHAM ST COLLECTOR 594 1 12 2 1700 40 3 997 644 586 CENTER ST COLLECTOR 2193 1 12 2 1700 40 3 998 645 512 SR 14 MINOR ARTERIAL 441 1 12 2 1750 40 3 999 646 645 ELLIOT AVE COLLECTOR 1680 1 12 2 1750 40 3 1000 648 136 UNION ST COLLECTOR 946 1 12 2 1750 40 3 1001 649 226 SR 58 MINOR ARTERIAL 7410 1 12 2 1750 55 6 1002 649 227 SR 58 MINOR ARTERIAL 2160 1 12 2 1750 55 6

-1003 650 649 DRIVEWAY LOCAL ROADWAY 611 2 12 4 1750 30 6 1004 651 415 SR 105 MINOR ARTERIAL 6302 1 12 2 1700 40 6 1005 652 508 VALLEY ST COLLECTOR 5784 1 12 2 1700 40 4 1006 653 129 ELM ST COLLECTOR 909 1 12 2 1575 35 7 1007 653 490 ELM ST COLLECTOR 970 1 12 2 1S75 35 7 1008 654 416 PLYMOUTH ST COLLECTOR 9364 1 12 4 1700 40 13 Pilgrim Nuclear Power Station K-65 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1009 655 407 WAREHAM ST COLLECTOR 40 1 12 2 1700 45 18 1010 656 679 FEDERAL RD COLLECTOR 57 1 12 4 1700 40 18 1011 657 133 SR 27 MINOR ARTERIAL 54 1 12 2 1700 50 3 1012 658 156 SR 106 MINOR ARTERIAL 35 1 12 2 1750 50 6 1013 659 661 SR 106 MINOR ARTERIAL 40 1 12 2 1700 50 7 1014 660 658 SR 106 MINOR ARTERIAL 26 1 12 2 1700 50 6 1015 661 660 SR 106 MINOR ARTERIAL 45 1 12 2 1700 50 7 1016 662 253 PARTING WAYS RD COLLECTOR 28 1 12 2 1750 35 9 1017 663 423 5 MEADOW RD COLLECTOR 61 1 12 2 1700 40 14 1018 664 341 PLYMOUT LN COLLECTOR 21 1 12 2 1750 40 19 1019 665 200 SAMOSET ST COLLECTOR 17 2 12 2 1750 40 10 1020 665 201 SAMOSET ST MINOR ARTERIAL 28 2 12 2 1750 45 10 1021 666 21S CARVER RD COLLECTOR 27 1 12 2 1700 45 9 1022 667 252 PLYMPTON RD COLLECTOR 26 1 12 2 1750 45 9 1023 668 203 CARVER RD COLLECTOR 42 1 12 2 1700 45 10 1024 669 121 SR 3A MINOR ARTERIAL 94 2 2 1575 35 8 1025 670 496 LORING RD COLLECTOR 1S 1 12 2 1700 40 8 1026 671 505 CHANDLER ST COLLECTOR 18 1 12 2 1575 35 4 1027 672 165 SUMMER ST COLLECTOR 1S 1 12 2 1750 40 4 1028 672 673 CHANDLER ST COLLECTOR 71 1 12 2 1575 35 4 1029 673 671 CHANDLER ST COLLECTOR 14 1 12 2 1575 35 4 1030 674 167 SR 14 MINOR ARTERIAL 10 1 12 2 1750 45 4 1031 675 167 SR 53 MINOR ARTERIAL 19 1 12 2 1750 55 4 1032 676 611 UNION ST COLLECTOR 79 1 12 2 1700 40 4 1033 676 674 SR 14 MINOR ARTERIAL 50 1 12 2 1700 45 4 P.C.1 KLD Engineering,Rev.

Pilgrim Nuclear Pilgrim Nuclear Power Station K-66 Evacuation TimePower Station Estimate KLD Engineering, P.C.

Rev. 1 Evacuation Time Estimate

1U34 677 612 SR 3A MINOR ARTERIAL 291 1 2 2 1700 40 1035 678 328 ALDEN RD COLLECTOR 50 1 12 2 1750 40 15 1036 678 592 ALDEN RD COLLECTOR 30 1 12 4 1700 40 15 1037 679 403 FEDERAL RD COLLECTOR 73 1 12 4 1700 40 18 1038 679 655 HAMMOND ST COLLECTOR 47 1 12 2 1125 25 18 1039 680 292 LONG POND RD COLLECTOR 58 1 12 0 1700 40 15 1040 680 328 LONG POND RD COLLECTOR 49 1 12 0 1750 40 15 1041 681 165 SR 53 MINOR ARTERIAL 29 1 12 2 1750 50 4 1042 681 559 Winter St COLLECTOR 40 1 122 1700 40 4 1043 682 519 ELM ST COLLECTOR 28 1 12 2 1700 40 4 1044 683 629 SAMOSETIST COLLECTOR 15 1 12 2 1575 35 10 1045 684 598 WATERCOURSE RD COLLECTOR 32 1 12 2 1700 40 10 1046 685 598 BILLINGTON ST COLLECTOR 29 1 12 2 1700 40 10 1047 686 99 BEAVER DAM RD COLLECTOR 60 1 12 2 1700 40 15 1048 687 96 SR 3A MINOR ARTERIAL 26 1 12 2 1750 40 11 1049 687 97 SR 3A MINOR ARTERIAL 20 1 12 2 1750 40 15 1050 688 104 SR 3A MINOR ARTERIAL 48 1 12 2 1700 45 16 1051 689 106 SR 3A MINOR ARTERIAL 23 1 12 2 1700 50 16 1052 690 158 SR 36 MINOR ARTERIAL 43 1 12 2 1700 50 6 1053 691 560 GROVE ST COLLECTOR 45 1 12 2 1575 35 6 1054 692 556 GROVE ST COLLECTOR 87 1 12 2 1575 35 6 1055 692 561 LAKE ST COLLECTOR 34 1 122 1575 35 6 1056 693 684 ROCKY POND RD COLLECTOR 41 1 12 2 1700 40 14 1057 694 249 CRANBERRY RD COLLECTOR 72 1 12 2 1575 35 14 1058 69S 303 J~oRDAN RD COLLECTOR 37 1 12 2 1750 35 15 Pilgrim Nuclear Power Station K-67 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1059 696 254 BROOK ST COLLECTOR 28 1 12 2 1700 40 6 1060 697 714 HALFWAY POND RD COLLECTOR 49 1 12 2 1575 35 14 1061 698 329 LONG POND RD COLLECTOR 21 1 12 0 1700 40 15 1062 699 631 US-6 ROTARY MINOR ARTERIAL 16 2 0 1900 30 19 1063 700 699 LINCOLN AVE COLLECTOR 16 1 12 2 1575 35 19 1064 701 349 MAIN ST COLLECTOR 43 2 2 1700 40 19 1065 702 701 ACADEMY DR COLLECTOR 36 1 12 2 1750 35 19 1066 703 149 SR 139 MINOR ARTERIAL 45 2 2 1750 35 4 1067 704 551 SR 139 MINOR ARTERIAL 34 1 12 2 1700 40 4 1068 705 179 HEAD OF THE BAY RD COLLECTOR 29 1 12 2 1700 40 19 1069 705 350 PURITAN RD COLLECTOR 40 1 12 4 1575 35 19 1070 706 183 US-6 MINOR ARTERIAL 26 2 12 2 1900 50 19 1071 707 229 PLYMOUTH ST COLLECTOR 43 1 12 2 1750 35 6 1072 707 237 PLYMOUTH ST COLLECTOR 31 1 12 4 1575 35 13 1073 708 709 E MAIN ST COLLECTOR 10 1 12 4 1700 40 13 1074 710 1 S3 FREWA 369 2 1 10 2250 70 1075 710 32 SR 3 FREEWAY 98 2 10 2250 70 8 SR 3 OFF-RAMP TO SMITH 1076 710 266 LN FREEWAY RAMP 84 2 4 1750 30 8 1077 711 208 PURCHASE ST COLLECTOR 76 1 12 2 1700 40 13 1078 712 711 ROCKY MEADOW ST COLLECTOR 29 1 12 4 1700 40 13 1079 713 482 WAREHAM RD COLLECTOR 84 1 12 2 1575 35 15 1080 714 694 LOWER COLLEGE POND RD COLLECTOR 31 1 12 2 1350 30 14 1081 715 5 US-6 FREEWAY 13 2 12 10 2250 70 20 1082 715 717 US-6 FREEWAY 40 2 12 10 2250 70 20 Pilgrim Nuclear Power Station K-68 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1083 716 448 US-6 OFF-RAMP FREEWAY RAMP 30 24 1900 35 20 1084 717 4 US-6 FREEWAY 54 2 12 10 2250 70 20 1085 717 715 US-6 FREEWAY 4536 2 12 10 2250 70 20 1086 718 450 DRIVEWAY COLLECTOR 441 1 12 2 1750 25 20 1087 719 "715 US-6 ON-RAMP FREEWAY RAMP 1405 1 12 2 1700 45 20 1088 721 714 LOWER COLLEGE POND RD COLLECTOR 1177 1 12 2 1350 30 14 1089 722 721 LOWER COLLEGE POND RD COLLECTOR 4680 1 12 2 1350 30 14 1090 723 544 UNION ST COLLECTOR 5817 1 12 2 1750 40 4 1091 723 553 PINE ST LOCAL ROADWAY 7768 1 12 4 1700 40 2 1092 723 724 UNION ST COLLECTOR 7559 1 12 2 1700 40 2 1093 724 554 UNION ST COLLECTOR 994 1 12 2 1700 40 2 1094 725 724 HIGHLAND ST LOCAL ROADWAY 2926 1 12 4 1700 40 2 1095 726 725 HIGHLAND ST LOCAL ROADWAY 2838 1 12 4 1700 40 2 1096 8001 425 US-6 FREEWAY 1328 2 12 10 2250 70 20 1097 8046 46 SR 3 FREEWAY 1327 2 12 10 2250 70 1 1098 8062 62 SR 28 MINOR ARTERIAL 1591 2 12 10 1900 60 19 1099 8081 81 1-495 FREEWAY 1055 2 -12 10 2250 70 13 Exit Link 137 8137 SR 27 MINOR ARTERIAL 1208 1 12 2 1700 50 3 Exit Link 155 8155 SR 3A MINOR ARTERIAL 941 1 12 2 1700 40 2 Exit Link 163 8163 SR 106 MINOR ARTERIAL 1084 1 12 2 1700 40 6 Exit Link 171 8171 SR 53 MINOR ARTERIAL 869 1 12 2 1700 40 3 Exit Link 489 8489 SR 58 MINOR ARTERIAL 1147 1 12 2 1700 40 3 Exit Link 647 8601 SR 28 MINOR ARTERIAL 1123 1 12 2 1700 40 13 Exit Link 651 8651 SR 105 MINOR ARTERIAL 1303 1 12 4 1700 40 6 Exit Link 720 8720 SR 6A MINOR ART'ERIAL 455 1 12 2 1700 40 20 Rev. 1 Pilgrim Nuclear Pilgim Ncler Poer Satin KL EngneeingP.C KLD Engineering, P.C.i Evacuation TimePower Station Estimate Rev.

Evacuation Time Estimate

Exit Link 46 8046 SR 3 FREEWAY 10 2250 1 Exit Link 61 8061 US-44 MINOR ARTERIAL 75 2 10 1700 60 13 Exit Link 62 8062 SR 28 MINOR ARTERIAL 1591 2 2 10 1900 60 19 Exit Link 81 8081 1-495 FREEWAY 1055 2 2 10 2250 70 13 Exit Link 89 8089 1-195 FREEWAY 1792 2 2 10 2250 70 18 Exit Link 195 8195 US-6 MINOR ARTERIAL 1399 2 2 10 1900 40 18 Exit Link 223 8223 SPRUCE ST COLLECTOR 2131 1 2 2 1700 40 17 Exit Link 515 8515 OLDHAM ST COLLECTOR 1193 1 2 2 1700 40 3 Exit Link 554 8554 UNION ST COLLECTOR 674 1 2 2 1700 40 2 Exit Link 389 8389 COUNTY RD COLLECTOR 1799 1 2 2 1700 40 18 Exit Link 390 8390 FEARING HILL RD COLLECTOR 1644 1 2 2 1700 40 17 Exit Link 425 8001 US-6 FREEWAY 1286 2 2 10 2250 70 20 Exit Link 709 8709 E MAIN ST COLLECTOR 283 1 2 4 1700 40 13 KLD Engineering,Rev.P.C.1 Pilgrim Nuclear Pilgrim Nuclear Power Station K-70 KLD Engineering, P.C.1 Evacuation TimePower Station Estimate Rev.

Evacuation Time Estimate

Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 8 917043 I 2747675 TCP - Uncontrolled 20 11 914302 T27581600 TCP -uncontrolled 1 20 25 878959 2808859 TCP - Uncontrolled 10 30 874242 2814258 TCP -Uncontrolled 10 41 866709 2_845169 TCP -Uncontrolled 4 50 870417 2811008 TCP - Uncontrolled 10 59 824066 2793151 Actuated 13 60 823104 2793025 Yield 13 63 905493 2732592 Yield 19 64 905365 2732945 Yield 19 66 903240 2738171 TCP - Uncontrolled 19 82 905568 2732929 Yield 19 83 905256 2732715 Yield 19 91 907867 2804559 TCP -Actuated 11 92 .907893 2799413 Stop 11 94 898996 2803841 TCP -Actuated 11 95 910659 2801018 Stop ii 96 909234 2798819 TCP -Actuated 11 97 913327 2795656 TCP -Actuated 16 100 897554 2804024 TCP -Uncontrolled 11 105 918576 2780617 TCP -Actuated 16 109 914514 2760764 Stop 20 110 914551 2759885 TCP - Uncontrolled 20 111 895998 2804330 Stop 11 112 894284 2805364 Stop 11 113 888184 2807279 TCP -Actuated 11 114 884819 2809037 Stop 11 116 883507 2810037 Actuated 11 117 881806 2811615 TCP -Actuated 10 119 877711 2816828 TCP -Actuated 8 120 876551 2818063 Actuated 8 121 874141 2819777 TCP - Uncontrolled 8 122 872767 2820480 Stop 8 123 869133 2821582 TCP - Uncontrolled 8 124 868597 2821713 TCP -Actuated 8 125 868376 2821816 Actuated 8 126 867143 2822417 TCP - Actuated 8 Pilgrim Nuclear Power Station K-71 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

*~.

128 866393 I2823250 TCP -Uncontrolled 7 129 864403 2823620 Stop 7 130 862235 2824191 TCP-Actuated 7 131 854871 2830849 Stop 7 132 849880 2831848 TCP -Uncontrolled 6 134 845158 2838817 Stop 3 135 840417 2839866' Actuated 3 136 834843 2841632 Pretimed 3 138 865242 2825253 Actuated 7 139 864743 2830163 TCP-Actuated 7 141 866833 2831128 TCP -Uncontrolled 8 143 868829 2831480 Stop 8 144 874201 2835256 TCP -Actuated 4 145 875850 2838845 Stop 4 146 875645 2843775 TCP-Actuated 4 147 875789 2847673 TCP-Actuated 4 148 870200 2858007 TCP -Actuated 4 149 870427 2859532 TCP-Actuated 4 150 869931 2859738 Stop 4 151 868365 2860274 TCP-Actuated 4 152 868365 2861490 Stop 4 153 865621 2865678 Actuated 4 156 845738 2821504 TCP-Actuated 6 157 844298 2821535 Stop 6 158 837898 2824198 Stop 6 159 834377 2824229 Actuated 6 160 834116 2823965 Actuated 6 161 833876 2823691 Actuated 6 165 862386 2838585 TCP -Actuated 4 166 856676 2843762 Stop 4 167 852860 2850083 TCP-Actuated 4 168 848585 2857804 Actuated 3 169 848165 285930S Actuated 3 170 844998 2863730 Actuated 3 172 916690 2747081 Yield 20 173 912258 2743898 Actuated 19 174 909461 2740S48 Actuated 19 176 904115 2735986 Actuated 19 Pilgrim Nuclear Power Station K-72 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

p~..'.

177 902953 2735802 Yield 19 178 902712 2736235 Yield 19 179 902199 2736042 Stop 19 180 898431 2734615 Actuated 19 181 896975 2733863 Yield 19 182 894439 2734932 Actuated 19 183 890153 2737328 Yield 19 184 888111 2737391 Stop 19 185 884845 2738359 Actuated 19 186 883683 2738597 Actuated 19 188 881751 2739298 Actuated 18 190 880001 2739672 Actuated 18 194 866908 2738125 Stop 18 197 878963 2809789 TCP -Actuated 10 198 878718 2809641 TCP -Uncontrolled 10 199 878083 2809170 TCP-Actuated 10 200 876832 2808303 Actuated 10 201 873262 2806006 TCP-Actuated 10 202 871936 2805669 TCP-Actuated 10 204 855171 2793520 TCP-Uncontrolled 14 206 848973 2791028 TCP-Actuated 13 207 847818 2787623 Stop 13 208 835929 2780135 Stop 13 210 832678 2772174 Stop 13 212 831778 2772072 Stop 13 222 838616 2761346 Stop 13 225 842971 2761136 Stop 13 226 842698 2808677 Actuated 6 227 844449 2799261 TCP-Actuated 6 228 845109 2798131 Actuated 6 229 845769 2796837 Actuated 6 230 854808 2785803 TCP - Actuated 14 231 856296 2783134 TCP -Actuated 14 232 8S9022 2776157 TCP - Uncontrolled 14 234 860849 2766401 TCP-Actuated 14 235 846323 2796599 Stop 6 242 8778S2 2807033 Actuated 10 244 873188 2802624 TCP-Actuated 10 Pilgim Ncler Poer Satin KL KLD Engneeing,-73 Engineering, P.C.

Evacuation Time Estimate Rev.

Rv i

*T 245 873004 I2802094 Actuated 10 248 863122 2769798 5top 14 250 880694 2810667 TCP -Actuated 10 251 869386 2806657 TCP-Actuated 10 252 864254 2806172 TCP-Actuated 9 253 855853 2804638 TCP-Actuated 9 254 851164 2802586 Stop 6 255 845428 2797535 Stop 6 257 854508 2806309 Stop 9 258 849146 2808822 Stop 6 259 869712 2807750 Actuated 10 260 870272 2808706 Actuated 10 261 870718 2810178 Actuated 10 262 871099 2811779 Actuated 10 263 871450 2813079 Actuated 10 265 870319 2816384 Actuated 8 266 870501 2816683 Actuated 8 267 871115 2817948 TCP-Actuated 8 269 870930 2808604 Stop 10 270 869527 2809236 Actuated 10 278 873787 2813397 Stop 10 280 877220 2816480 Actuated 8 284 870273 2816840 Actuated 8 290 901232 2780710 TCP -Uncontrolled 15 291 900449 2779795 TCP-Uncontrolled 15 292 899760 2778974 Stop i5 293 903215 2783533 TCP -Uncontrolled 15 294 897699 2800344 TCP -Uncontrolled 11 295 896942 2798248 TCP-Actuated 11 297 896128 2803364 TCP-Actuated 11 303 891294 2790788 TCP-Actuated 15 305 893890 2802886 Stop 11 306 894098 2803244 Stop 11 308 892698 2803500 Stop 11 310 892893 280264S TCP -Uncontrolled 11 313 885601 2803579 Actuated 11 315 88S680 2803114 TCP-Actuated 11 316 88S474 2802401 TCP-Actuated 11 Pilgrim Nuclear Power Station K-74 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

*~-*,*'-*.,,.t.'.--. ***** . . . ..

317 885217 I2801656 Actuated S 11 318 [885266 2800540 Actuated 11 319 885671 2798882 Actuated 11 322 888068 2794494 Stop 15 328 892712 2786084 TCP-Actuated 15 332 913644 2757492 Stop 20 333 911512 2748539 TCP-Uncontrolled 19 341 900372 2742005 TCP-Actuated 19 345 901782 2741588 Stop 19 347 902276 2735773 TCP -Uncontrolled 19 349 897029 2733620 Yield 19 356 880741 2737526 Stop 18 357 881487 2738913 Actuated 18 360 871038 2737425 Actuated 18 364 879652 2740301 Actuated 18 365 879344 2740521 Yield 18 368 865652 2741773 Actuated 18 369 863933 2743836 Actuated 18 370 863446 2744367 Actuated 18 371 862764 2745313 Actuated 18 372 862331 2746192 Actuated 18 373 860727 2748524 Stop 18 375 854042 2753360 Actuated 18 383 855794 2756153 Stop 18 384 855575 2755820 TCP -Uncontrolled 18 388 853647 2740701 Stop 18 391 867574 2740805 Stop 18 394 863744 2741821 Stop 18 395 866690 2738036 Actuated 18 399 868640 2738808 Actuated 18 402 867296 2741206 Stop 18 403 868985 2748604 TCP -Uncontrolled 18 406 869749 2741951 Stop 18 407 861611 27SS304 TCP -Uncontrolled 18 409 861239 2742931 Stop 18 415 826477 2795096 Stop 13 418 854638 2763741 Stop 14 420 8S496S 2764867 Stop 14 Pilgrim Nuclear Power Station K-75 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

427 932072 2737384 Stop 20 428 930722 2738886 Actuated 20 429 929371 2740747 Actuated 20 430 927010 2741105 Actuated 20 431 923004 2741693 Stop 20 432 921109 2742793 Stop 20 433 919726 2743432 Actuated* 20 434 918095 2743995 Stop 20 435 915968 2744236 Actuated 20 438 929816 2736593 Stop 20 440 931080 2737488 Stop 20 441 928744 2738677 Stop 20 450 915967 2743195 Actuated 20 451 905006 2732663 Stop 19 453 902401 2731778 Stop 19 454 902104 2731845 Stop 19 460 913795 2757770 TCP - Uncontrolled 20 463 917665 2747246 TCP -Actuated 20 465 919257 2746499 Stop 20 471 916761 2747112 TCP -Actuated 20 473 915949 2746774 TCP -Actuated 20 480 890505 2748728 Stop 19 481 892315 2755326 TCP - Uncontrolled 19 484 842352 2810248 Stop 6 485 831553 2841325 Actuated 3 490 863975 2821790 Stop 7 492 857312 2815554 TCP -Actuated 7 496 868846 2828487 Stop 8 497 881022 2843479 TCP - Uncontrolled 4 498 886577 2843159 TCP - Uncontrolled 5 499 870423 2846784 Stop 4 500 867258 2846178 Yield 4 501 867079 2846195 TCP - Uncontrolled 4 502 867172 2846263 Yield 4 503 867158 2846110 TCP - Uncontrolled 4 504 866917 2846204 TCP -Uncontrolled 4 505 865584 2846314 Stop 4 508 849743, 2840913 Stop 3 Pilgrim Nuclear Power Station K-76 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

509 846260 2838870 Stop 3 511 843184 2846674 Stop 3 512 843385 2850763 Actuated 3 514 843137 2851964 Stop 3 516 848350 2839282 Stop 3 518 878077 2834605 TCP-Actuated 4 524 887991 2859819 TCP-Actuated S 527 872020 2859538 TCP-Actuated 4 528 880790 2852215 TCP -Uncontrolled 4 529 886460 2852252 TCP -Uncontrolled 5 530 883439 2854080 TCP-Actuated 5 534 878058 2849247 TCP -Uncontrolled 4 538 879702 2863336 Stop 4 541 862578 2864409 TCP-Actuated 4 544 856005 2865287 Actuated 4 545 855587 2865376 TCP-Actuated 4 546 854205 2865203 Actuated 4 547 853403 2865055 Actuated 4 550 854645 2861472 Stop 4 552 861567 2878345 Actuated 2 553 862185 2873897 Stop 2 556 840554 2832506 Stop 3 560 848258 2827457 TCP-Uncontrolled 6 564 827839 2822999 Stop 6 569 873833 2875518 Stop 2 570 870875 2875285 Stop 2 574 874620 2874187 Stop 2 575 873779 2871608 Stop 2 576 873548 2871029 Stop 2 584 870846 2870112 Yield 2 586 845660 2853067 Stop 3 589 839391 2811958 Stop 6 593 880986 2808525 Stop 10 595 879733 2808048 TCP-Actuated 10 597 873077 2800935 TCP-Actuated 10 598 880992 2799193 TCP -Uncontrolled 10 601 831447 2772478 Yield 13 604 854S74 2865245 TCP -Actuated 4 Pilgrim Nuclear Power Station K-77 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

609 185541o12858388 TCP - Actuated 4 611 856558 12854559 stop 4 614 865123 2821667 Stop 7 633 858693 2813241 Stop 9 635 875841 2818400 Stop 8 637 871060 2817736 Stop 8 639 865238 2828641 TCP-Actuated 7 642 885632 2855432 TCP -Uncontrolled 5 645 843390 2850321 Actuated 3 649 843741 2801321 Actuated 6 652 855277 2842430 Stop 4 653 864170 2822741 Actuated 7 655 863841 2759176 Stop 18 683 880366 2810535 TCP-Actuated 10 692 847666 2827342 TCP -Uncontrolled 6 697 881887 2770165 TCP -Uncontrolled 14 699 896816 2733856 Stop 19 700 896599 2735099 Stop 19 701 897477 2733521 Actuated 19 706 892325 2736163 Stop 19 708 823501 2791711 Stop 13 711 842474 2784277 Stop 13 712 840723 2786557 Yield 13 714 877862 2770762 Stop 14 721 878325 2771845 Stop 14 723 855014 2871021 Stop 2 724 854123 2878528 Yield 2

Coordinates are in the North American Datum of 1983 Massachusetts State Plane Zone Pilgrim Nuclear Power Station K-78 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX L Sub-area Boundaries

(9

1. SUB-AREA BOUNDARIES Sub-area 1 The portion of Plymouth within approximately 2 miles of the Pilgrim Station from Clifford Road east to White Horse Beach, and from Manomet Bluffs north to the Station Sub-area 2 The portion of Plymouth from Long Pond and Jordan Roads east to the coast, and from Ship Pond Road north to Howland Pond and Manomet Bluffs Sub-area 3 The portion of Plymouth from the eastern shores of Billington Sea, Great South Pond and Gunners Exchange Pond east to Plymouth Beach, and from the intersection of Alden and Long Pond Roads, and Jordan Road north to Samoset Street Sub-area 4 Duxbury Beach, Gurnet Point, Saquish Neck and Clark's Island Sub-area 5 The portion of Plymouth south of Upper College Pond Road, Alden Road, Long Pond Road, and Ship Pond Road Sub-area 6 The portion of Plymouth from the Plymouth-Carver town line east to the eastern'shores of Billington Sea. Great South Pond, and Gunners Exchange Pond, and from Upper College and Alden Roads north to Samoset Street and Carver Road Sub-area 7 The portion of Plymouth south of the Kingston - Plymouth Town line to Carver Road - Samoset Street Sub-area 8 The entire Town of Kingston Sub-area 9 The entire Town of Duxbury Sub-area 10 The portion of Marshfield south of Route 139/Careswell Street - Dyke Road Sub-area 11 The portion of Carver east of Route 58 Sub-area 12 The portion of Cape Cod Bay within 10 miles of the station Pilgrim Nuclear Power Station I.-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

/1,

APPENDIX M Evacuation Sensitivity Studies

M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses. These analyses are designed to identify the sensitivity of the ETE to changes in some base evacuation conditions.

M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond much more rapidly), how would the ETE be affected? The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.

Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study 2 Hours 30 Minutes 2:50 4:40 -

3 Hours 30 Minutes 2:55 4:40 4 Hours 30 Minutes (Base) 2:55 4:40 As discussed in Section 7.3, traffic congestion persists within the EPZ for about 4 Y1/2 hours. As such, the ETE for the 1 0 0 th percentile are not affected by the trip generation time, but by the time needed to clear the congestion within the EPZ. The 90t percentile ETE are also not sensitive to truncating the tail of the mobilization time distribution.

Pilgrim Nuclear Power Station M-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation for the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional information on population within the shadow region.

Table M-2 presents the evacuation time estimates for each of the cases considered. The results show that the ETE is not significantly impacted'by shadow evacuation from 0% to 20%. Tripling the shadow percentage increases the ETE by 10 minutes and 25 minutes for the 9 0 th and 1 0 0 th percentiles, respectively. As discussed in Section 7.3, traffic congestion in Wareham and Buzzards Bay in the shadow exhibit pronounced congestion which prohibit the flow of evacuees out of the EPZ to the south. Note, the telephone survey results presented in Appendix F indicate that 19% of households would elect to evacuate if advised to shelter. Thus, the base assumption of 20% non-compliance suggested in NUREG/CR-7002 is valid.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0 0 2:50 4:40 10 4,199 2:55 4:40 20 (Base) 8,397 2:55 4:40 60 25,191 3:05 5:05 PilrimNucearPowr Satin KD KLD Eginerig,-2c Engineering, P.C.

Evacuation Time Estimate Rev.

Rv 1

M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the EPZ. As population in the EPZ changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the EPZ, changes in population will cause the demand side of the equation to change. The sensitivity study was conducted using the following planning assumptions:

1. The change in population within the EPZ was treated parametrically. The percent population change was varied between up to 23%. Changes inpopulation were applied to permanent residents only (as per federal guidance), in both the EPZ area and the Shadow Region.

2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements were not considered.

3. The study was performed for the 2-Mile Region (R01), the 5-Mile Region (R02) and the entire EPZ (R03).

4. The good weather scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (Scenario 8).

Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that all of the base ETE values are greater than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months ; 25 percent of the base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating.

Those percent population changes which result in ETE changes greater than 30 minutes are bolded in red below - a 23% increase in the EPZ population. Entergy will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 23% or more an updated ETE analysis will be _needed.

Pilgrim Nuclear Power Station M-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table M-3. ETE Variation with Population Change S. . S

- :. a',

S. - S I .0 Population Change Region Base 10% 20% 23%

2-MILE 2:55 2:55 3:00 3:00 5-MILE 2:35 2:45 2:50 2:55 FULL EPZ 3:30 3:40 3:55 4:00 PopulationChange Region Base 10% 20% 26%

2-MILE 6:00 6:00 6:00 6:00 5-MILE 6:05 6:05 6:05 6:05 FULL EPZ 6:10 6:10 6:10 6:10 PilrimNucearPowr Satin KD KLD Eginerig,-.C Engineering, P.C.

Rev.

Evacuation Time Estimate Rv 1

APPENDIX N ETE Criteria Checklist

N. ETE CRITERIA CHECKLIST Table N-i. ETE Review Criteria Checklist

- - * £*e - .g S -

1.0 Introduction

a. The emergency planning zone (EPZ) and surrounding area Yes Section 1 should be described.

b. A map should be included that identifies primary features Yes Figure 1-1 of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.

c. A comparison of the current and previous ETE should be Yes Table 1-3 provided and includes similar information as identified in Table 1-1, "ETE Comparison," of NUREG/CR-7002.

1.1 Approach

a. A discussion of the approach and level of detail obtained Yes Section 1.3 during the field survey of the roadway network should be provided.

b. Sources of demographic data for schools, special facilities, Yes Section 2.1 large employers, and special events should be identified. Section 3

c. Discussion should be presented on use of traffic control Yes Section 1.3, Section 2.2, Section 9, plans in the analysis. Appendix G

d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version. Appendix C Pilgrim Nuclear Power Station N-i KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

I0.. - ... .. I 0 *se .. . .

e. iMethods used to address data uncertainties should be Yes Section 3 - avoid double counting described.

Section 5, Appendix F - 4.5% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions

a. The planning basis for the ETE includes the assumption Yes Section 2.3 - Assumption 1 that the evacuation should be ordered promptly and no Section 5.1 early protective actions have been implemented.

b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3 Assumptions," of NUREG/CR-7002 should be provided and include the basis to support their use.

1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, TYes Tables 2-1, 6-2 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.I____________________________________________

1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in 1Yes 1Sections 5.4.2, 7.2 development of a staged evacuation.

1.4 Evacuation Planning Areas

a. A map of EPZ with emergency response planning areas Yes Figure 6-1 (ERPAs) should be included.

b. A table should be provided identifying the ERPAs Yes Table 6-1, Table 7-5 considered for each ETE calculation by downwind direction in each sector.

Pilgrim Nuclear Power Station N-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

- -

kgg - S -

c. A table similar to Table 1-4, "Evacuation Areas for a Staged Yes Table 6-1, Table 7-5 Evacuation Keyhole," of NUREG/CR-7002 should be provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

2.0 Demand Estimation

a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the' transients- Section 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools - Section 8, Appendix E 2.1 Permanent Residents and Transient Population

a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.

b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis. No growth to reflect population estimates to the year of the growth of population necessary.

ETE.

c. A sector diagram should be included, similar to Figure 2-1, Yes Figure 3-2 "Population by Sector," of NUREG/CR-7002, showing the population distribution for permanent residents.

2.1.1 Permanent Residents with Vehicles

a. The persons per vehicle value should be between 1 and 2 Yes 1.89 persons per vehicle - Table 1-3 or justification should be provided for other values.

b. Major employers should be listed. Yes Appendix E-Table E-4 2.1.2 Transient Population Pilgrim Nuclear Evacuation TimePower Station Estimate N-3 KLD Engineering, P.C.

Rev. 1

- - -

Agg *g S I - - -

a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix E should be included, and peak and average attendance for these facilities should be listed. The source of information used to develop attendance values should be provided.

b. The average population during the season should be used, Yes Tables 3-4, 3-5 and Appendix E itemize the itemized and totaled for each scenario. transient population and employee estimates. These estimates are multiplied by the scenario specific percentages provided in Table 6-3 to estimate transient population by scenario.

c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.

d. The number of people per vehicle should be provided. Yes Sections 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.

e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3-6 -transients of NUREG/CR-7002, showing the population distribution Figure 3 employees for the transient population.

2.2 Transit Dependent Permanent Residents

a. The methodology used to determine the number of transit Yes Section 8.1, Table 8-1 dependent residents should be discussed.

b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 8-5, 8-10 should be quantified.

c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.

Pilgrim Nuclear Power Station N-4 KLD Engineering, P.c.1 Evacuation Time Estimate Rev.

- - - - 6 *gS - -S S

d. T he methodology used to determine the number of Yes Section 8.5 people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided. Data from local/county registration programs should be used in the estimate, but should not be the only set of data.

e. Capacities should be provided for all types of Yes Section 2.3 -Assumption 10 transportation resources. Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.

f. An estimate of this population should be provided and Yes Table 8 transit dependents information should be provided that the existing Section 8.4 -special needs registration programs were used in developing the estimate.

g. A summary table of the total number of buses, Yes Section 8.4 - page 8-6 ambulances, or other transport needed to support Table 8-5, Section 8-3 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.

2.3 Special Facility Residents

a. A list of special facilities, including the type of facility, Yes Tables E-3 and E-7 location, and average population should be provided.

Special facility staff should be included in the total special facility population. _____________________

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.

Pilgrim Nuclear Power Station N-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

- -

Ag* - S

c. The number of wheelchair and bed-bound individuais Yes Table 8-4, Table E-3 Should be provided.

d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be 8-4, 8-5 provided.

e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 medical support or security support for prisons, jails, and other correctional facilities) should be discussed when appropriate.

2.4 Schools

a. A list of schools including name, location, student Yes Table 8-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided. The source of this information should be provided.

b. Transportation resources for elementary and middle Yes Table 8-2 schools should be based on 100% of the school capacity.

c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should 'be provided and a basis for the values used should be discussed.

d. The need for return trips should be identified if necessary. Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.3 and Figure 8-1 discuss the potential for a multiple wave evacuation Rev. 1 Pilgrim Nuclear Pilgim Ncler Poer Satin KL EngneeingN-c KLD Engineering, P.C.I Evacuation TimePower Station Estimate Rev.

Evacuation Time Estimate

-

Agg S 2.5.1 Special Events

a. A complete list of special events should be provided and Yes Section 3.7 includes information on the population, estimated duration, and season of the event.

b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.

c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.

2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 - Assumption 5 areas outside the evacuation area extending to 15 miles Figure 2-1 from the NPP.

Section 3.2

b. Population estimates for the shadow evacuation in the 10 Yes Section 3.2 to 15 mile area beyond the EPZ are provided by sector. Figure 3-4 Table 3-3

c. The loading of the shadow evacuation onto the roadway Yes Section 5 -Table 5-9 network should be consistent with the trip generation time generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic

a. The volume of background traffic and pass through traffic Yes Section 3.6, Table 3-6 is based on the average daytime traffic. Values may be Section 6, Table 6-3 reduced for nighttime scenarios.

KLD Engineering, P.C.

Pilgrim Nuclear Power Station N-7 KLD Engineering,Rev.

P.C.1 Evacuation Time Estimate Rv

-

kgg S

b. Pass through traffic is assumed to have stopped entering Yes the EPZ about two hours after the initial notification. Assumption 5 Section 2.3 SSection 3.6 -

2.6 Summary of Demand Estimationa

a. A summary table should be provided that identifies the Yes Tables 3-7, 3-8 total populations and total vehicles used in analysis for permanent residents, transients, transit dependent residents, special-facilities, schools, shadow population, and pass-through demand used in each scenario.

3.0 Roadway Capacity

a. The method(s) used to assess roadway capacity should be] Yes 1Section 4 discussed._________________________________

3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been Yes Section 1.3 conducted.

b. Information should be provided describing the extent of Yes Section 1.3 the survey, and types of information gathered and used in the analysis.

c. A table similar to that in Appendix A, "Roadway Yes Appendix K, Table K-i Characteristics," of NUREG/CR-7002 should be provided.

d. Calculations for a representative roadway segment should Yes Section 4 be provided.

Pilgrim Nuclear Power Station N-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

a -I .. . . .. . ..... . ... . ... .

e. A legible map ot th~e roadway system that identities node Yes Appendix K,Figures K-i through K-21 numbers and segments used to develop the ETE should be present the entire link-node analysis provided and should be similar to Figure 3-1, "Roadway network at a scale suitable to identify all Network Identifying Nodes and Segments," of NUREG/CR- links and nodes 7002.

3.2 Capacity Analysis

a. The approach used to calculate the roadway capacity for Yes Section 4 the transportation network should be described in detail and identifies factors that should be expressly used in the modeling.

b. The capacity analysis identifies where field information Yes Section 1.3, Section 4 should be used in the ETE calculation.

3.3 Intersection Control

a. A list of intersections should be provided that includes the Yes Appendix K, Table K-2 total number of intersections modeled that are unsignalized, signalized, or manned by response personnel.

b. Characteristics for the 10 highest volume intersections Yes Table J-i Within the EPZ are provided including the location, signal cycle length, and turn lane queue capacity.

c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix C.

used in the calculations.

3.4 Adverse Weather Pilgrim Nuclear Power Station N-9 KLD Engineering, P.c.

Evacuation Time Estimate Rev. 1

- g Age - -U S -

a. The adverse weather condition should be identified and Yes Table 2-1, Section 2.3 - Assumption 9 the effects of adverse weather on mobilization time Mobilization time -Table 2-2, Section 5.3 should be considered.

(page 5-10)

b. The speed and capacity reduction factors identified in Yes Table 2 based on HCM 2010. The Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 factors provided in Table 3-1 of should be used or a basis should be provided for other NUREG/CR-7002 are from HCM 2000.

values.

c. The study identifies assumptions for snow removal on Yes Section 5.3 - page 5-10 streets and driveways, when applicable. Appendix F - Section F.3.3 4.0 Development of Evacuation Times 4.1 Trip Generation Time

a. The process used to develop trip generation times should Yes Section 5 be identified.

b. When telephone surveys are used, the scope of the Yes Appendix F survey, area of survey, number of participants, and statistical relevance should be provided.

c. Data obtained from telephone surveys should be Yes Appendix F summarized.

d. The trip generation time for each population group should Yes Section 5, Appendix F be developed from site specific information.

4.1.1 Permanent Residents and Transient Population p.c.1 KLD Engineering,Rev.

Pilgrim Nuclear Pilgrim Nuclear Power Station N-IO Evacuation TimePower Station Estimate KLD Engineering, P.C.

Rev. 1 Evacuation Time Estimate

6 *SG .6 6

a. Permanent residents are assumed to evacuate from their Yes Section 5 discusses trip generation for homes but are not assumed to be at home at all times. households with and without returning Trip generation time includes the assumption that a commuters. Table 6-3 presents the percentage of residents will need to return home prior to percentage of households with returning evacuating. commuters and the percentage of households either without returning commuters or with no commuters.

Appendix F presents the percent households who will await the return of commuters.

b. Discussion should be provided on the time and method Yes Section 5.4.3 used to notify transients. The trip generation time discusses any difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.

c. The trip generation time accounts for transients Yes Section 5, Figure 5-1 potentially returning to hotels prior to evacuating.

d. Effect of public transportation resources used during Yes Section 3.7 special events where a large number of transients should be expected should be considered.

e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.

4.1.2 Transit Dependent Residents Pilgrim Nuclear Power Station N-l1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

- - g A 0 g - 6 -

a. If available, existing plans and bus routes should be used Yes Section 8.3 - page 8-7. Figure 8-2, Table 8-in the ETE analysis. If new plans should be developed with 10.

the ETE, they have been agreed upon by the responsible authorities.

b. Discussion should be included on the means of evacuating Yes Section 8.4 ambulatory and non-ambulatory residents.

c. The number, location, and availability of buses, and other Yes Section 8.4 resources needed to support the demand estimation should be provided.

d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.

e. Discussion should identify the time estimated for transit Yes Section 8.3 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.

f. The number of bus stops and time needed to load Yes Section 8.3 passengers should be discussed.

g. A map of bus routes should be included. Yes Figure 8-2

h. The trip generation time for non-ambulatory persons Yes Section 8.4 includes the time to mobilize ambulances or special vehicles, time to drive to the home of residents, loading time, and time to drive out of the EPZ should be provided.

Information should be provided to supports analysis of Yes Sections 8.3, 8.4 return trips, if necessary. Figure 8-1 Tables 8-11 through 8-13 Pilgrim Nuclear Power Station N-12 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

- 6 *6S -S S 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times Yes Section 8-4, Tables 8-14 through 8-16, 8-18 should be provided.

b. Discussion should be provided on the inbound and Yes Sections 8.4.

outbound speeds.

c. The number of wheelchair and bed-bounds individuals Yes Tables 8-4, 8-14 through 8-16 should be provided, and the logistics of evacuating these residents should be discussed.

d. Time for loading of residents should be provided Yes Section 8.4

e. Information should be provided that indicates whether Yes Section 8.4, Table 8-S the evacuation can be completed in a single trip or if additional trips should be needed.

f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.

g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.

h. Supporting information should be provided to quantify the Yes Section 8.4. Tables 8-14 through 8-16.

time elements for the return trips.

4.1.4 Schools

a. Information on evacuation logistics and mobilization time ]Yes ]Section 8.4 should be provided._________________________________

Rev. 1 Pilgrim Nuclear Evacuation TimePower Station Estimate Pilgim Ncler Poer Satin KL Engneeing,-1c KLD Engineering, P.C.

Rev. 1 E~iacuation Time Estimate

- - - . i k * * - - 6 S ii II - I

b. Discussion shouid be provided on the inbound and Yes Tables 8-7 through 8-9 outbound speeds.

Outbound speeds are defined as the minimum of the evacuation route speed and the State school bus speed limit.

Inbound speeds are limited to the State school bus speed limit.

c. Time for loading of students should be provided. Yes Tables 8-7 through 8-9, Discussion in Section 8.4

d. Information should be provided that indicates whether Yes Section 8.4 the evacuation can be completed in a single trip or if additional trips are needed.

e. If return trips are needed, the destination of school buses Yes Section 8.4 should be provided.

f. If used, reception centers should be identified. Discussion Yes Table 8-3. Students are evacuated to should be provided on whether students are expected to receiving schools where they will be picked pass through the reception center prior to being up by parents or guardians.

evacuated to their final destination.

g. Supporting information should be provided to quantify the Yes Tables 8-7 and 8-9 provide time needed to time elements for the return trips. ,arrive at host facility, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling Pilgrim Nuclear Power Station N-14 p.c.1 KLD Engineering,Rev.

Pilgrim EvacuationNuclear TimePower Station Estimate KLD Engineering, P.C.

Rev. 1 Evacuation Time Estimate

S S. - -

Agg - 0 -

a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.6.0). Section 1.3, Table and demonstrates its use in ETE studies. 1-3, Appendix B, Appendix C.

b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.

the analytical approach used. All criteria elements should have been met, as appropriate.

4.2.1 Traffic Simulation Model Input

a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided. simulation model assumptions and algorithms Table i-2

b. A glossary of terms should be provided for the key Yes Appendix A performance measures and parameters used in the Tables C-i, C-2 analysis.

4.2.2 Traffic Simulation Model Output

a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.

Pilgrim Nuclear Power Station N-15 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

e ~.s - -S S

b. The minimum following model outputs should be provided Yes 1. Table J-5.

to support review: 2. TableiJ-3.

1. Total volume and percent by hour at each EPZ exit 3. Table J-i.

node. 4. Table J-3.

2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot

3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average

4. Total vehicles exiting the network. speed also provided in Table i-3.

5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.

6. Average speed for each major evacuation route that exits the EPZ.

c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-9 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.

4.3 Evacuation Time Estimates for the General Public

a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population Pilgrim Nuclear Power Station N-16 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Agg * -. 6 -

b. The ETE for 100% of the general public should include all Yes Section 5.4 - truncating survey data to members of the general public. Any reductions or eliminate statistical outliers truncated data should be explained.

Table 7-2 -100t percentile ETE for general public

c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole,"

of NUREG/CR-7002.

d. ETEs should be provided for the 100 percent evacuation of Yes Section 8.4 special facilities, transit dependent, and school Tables 8-7 through 8-9 populations.

Tables 8-11 through 8-13 Tables 8-14 through 8-16 Table 8-'18 5.0 Other Considerations 5.1 Development of Traffic Control Plans

a. Information that responsible authorities have approved Yes Section 9, Appendix G the traffic control plan used in the analysis should be provided. ___________________

b. A discussion of adjustments or additions to the traffic Yes Appendix G control plan that affect the ETE should be provided.

5.2 Enhancements in Evacuation Time

a. The results of assessments for improvement of evacuation /Yes /Apni tim e__should__be__provided. __________________________________

Pilgrim Nuclear Power Station N-17 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

- - 0 *S0 .0 0 -

b. A statement or discussion regarding presentation of Yes Results of the ETE study were formally enhancements to local authorities should be provided. presented to local authorities at the final project meeting. Recommended enhancements were discussed.

5.3 State and Local Review

a. A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.

b. Information should be provided on any unresolved issues Yes No issues were determined after review that may affect the ETE. with the offsite agencies 5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required T Yes TAppendix M, Section M.3 to be performed and submitted to the NRC. j _ __ _ ____

5.5 Reception Centers and Congregate Care Center

a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.

b. If return trips are required, assumptions used to estimate Yes Section 8.3 discusses a multi-wave return times for buses should be provided, evacuation procedure. Figure 8-1

c. It should be clearly stated if it is assumed that passengers Yes Section 2.3 -Assumption 7h are left at the reception center and are taken by separate Section 10 buses to the congregate care center.

Technical Reviewer __________________Date ______________

Supervisory Review _________________Date______________

Pilgrim Nuclear Power Station N-18 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ATTACHMENT 9.1 10CFR50.54(q) SCREENING Procedure/Document Number: TR-510 Revision: 2 EquipmentlFacility/Other: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimate Part I. Description of Activity Being Reviewed: This change to the PNPS Evacuation Time Estimate makes editorial and intent changes as described below:

1. Cover page - date changed to December, 2015 and Revision 1 changed to Revision 2

2. Executive Summary-Table 8-7, School Evacuation Time Estimates: Good Weather, Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for:

Dist. EPZ Boundary to Reception Center from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center from 25 to 22 minutes, and ETE to Reception Center from 2:20 to 2:15 hr:min. Page ES-16

3. Section 8-Table 8-7, School Evacuation Time Estimates: Good Weather Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for:

Dist* EPZ Boundary to Reception Center from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center from 25 to 22 minutes, and ETE to Reception Center from 2:20 to 2:15 hr:min. Page 8-29

4. Section 8-Table 8-8, School Evacuation Times Estimates - Rain Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for:

Dist. EPZ Boundary to Reception Center from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center from 28 to 26 minutes, and ETE to Reception Center from 2:40 to 2:35 hr:min. Page 8-32

5. Section 8 - Table 8-9, School Evacuation Times Estimates - Snow Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for:

Dist. EPZ Boundary to Reception Center from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center from 33 to 30 minutes, and ETE to Reception Center from 3:00 to 2:55 hr:min. Page 8-35

6. Pages ES-16, 8-29, 8-32 and 8-35 updated to indicate Revision 2.

Part II.Activity Previously Reviewed? LI-YES [] NO Is this activity fully bounded by an NRC approved 10 CFR 50.90 submittal or 50.54(q) (3) Continue to Alert and Notification System Design Report?* Evaluation is next part

NOT required.

Enter If YES, identify bounding source document number/approval reference and justification ensure the basis for concluding the source document fully bounds the bel ow and proposed change is documented below: complete Part Vl.

Justification:

E] Bounding document attached (optional)

Part Ill. Applicability of Other Regulatory Change Control Processes Check if any' other regulatory change processes control the proposed activity. (Refer to EN-LI-lao)

NOTE: For example, when a design change is the proposed activity, consequential actions may include changes to other documents which have a different change control process and are NOT to be included in this 50.54(q)(3)

S~creening Page 1 of 3 EN-EP-305 REV 3

ATTACHMENT 9.1 IOCFR50.54(q) SCREENING iProcedurelDocument Number: TR-510 Revision: 2 Equipment/FacilitylOther: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimate APPLICABILITY CONCLUSION

[] If there are no controlling change processes, continue the 50.54(q)(3) Screening.

El One or more controlling change processes are selected, however, some portion of the activity involves the emergency plan or affects the implementation of the emergency plan; continue the 50.54(q)(3) Screening for that portion of the activity. Identify the applicable controlling change processes below.

El One or more controlling change processes are selected and fully bounds all aspects of the activity. 5o.54(q)(3)

Evaluation is NOT required. Identify controlling change processes below and complete Part Vi.

-CONTROLLING CHANGE PROCESSES I0CFR50.54 (q)

Part IV. Editorial Change EYES 50.54(q) (3) [] NO to Continue Is this activity an editorial or typographical change such as formatting, paragraph Evaluation is next part numbering, spelling, or punctuation that does not change intent? Yes: Items 1 and 6 NOT required.

Enter justification Justification: and complete Part VI.

Item 1: The PNPS ETE Cover page was updated to indicate Revision 2 and to reflect the issuance period of December, 2015 Item 6: This change updated pages ES-16, 8-29, 8-32 and 8-35 to indicate Revision 2.

"No" is checked because this procedure revision contains other changes that are not editorial Part V. Emergency Planning ElementlFunction Screen (Associated 10 CFR 50.47(b) planning standard function identified in brackets) Does this activity affect any of the following, indluding program elements from NUREG-0654/FEMA REP-i Section I17

1. Responsibility for emergency response is assigned. [1] II

2. The response organization has the staff to respond and to augment staff on a continuing basis (24/-7 D]

staffing) in accordance with the emergency plan. [1]____

3. The process ensures that on shift emergency response responsibilities are staffed and assigned. [2] D]

4. The process for timely augmentation of onshift staff is established and maintained. [2] [I]

5. Arrangements for requesting and using off site assistance have been made. [3] E]

6. State and local staff can be accommodated at the EOF in accordance with the emergency plan. [3] D]

7. A standard scheme of emergency classification and action levels is in use. [4] [

8. Procedures for notification of State and local governmental agencies are capable of alerting them of D]

the declared emergency within 15 minutes after declaration of an emergency and providing follow-up notifications. [5]

9. Administrative and physical means have been established for alerting and providing prompt E]

instructions to the public within the plume exposure pathway. [5]

10. The public ANS meets the design requirements of FEMA-REP-1 0, Guide for Evaluation of Alert and [] -

Notification Systems for Nuclear Power Plants, or complies with the licensee's FEMA-approved ANS design report and supporting FEMA approval letter. [5]

11. Systems are established for prompt communication among principal emergency response [

organizations. [6]

12. Systems are established for prompt communication to emergency response personnel. [6] [

Page 2 of 3 EN-EP-305 REV 3

ATTACHMENT 9.1 10CFR50.54(q) SCREENING Procedure/Document Number: TR-510 /Revision: 2 Eq uipment/Facility/Other: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimate

13. Emergency preparedness information is made available to the public on a periodic basis within the [

plume exposure pathway emergency planning zone (EPZ). [7]

14. Coordinated dissemination of public information during emergencies is established. [7] [

15. Adequate facilities are maintained to support emergency response. [8] [

16. Adequate equipment is maintained to support emergency response. [8] [

17. Methods, systems, and equipment for assessment of radioactive releases are in use. [9] [

18. A range of public PARs is available for implementation during emergencies. [10] [

19. Evacuation time estimates for the population located in the plume exposure pathway EPZ are [

available to support the formulation of PARs and have been provided to State and local governmental authorities. [101

20. A range of protective actions is available for plant emergency workers during emergencies, including Ef those for hostile action events.[10]

21. The resources for controlling radiological exposures for emergency workers are established. [11] [

22. Arrangements are made for medical services for contaminated, injured individuals, [12] [

23. Plans for recovery and reentry are developed. [13] [

24. A drill and exercise program (including radiological, medical, health physics and other program [

areas) is established. [14]

25. Drills, exercises, and training evolutions that provide performance opportunities to develop, [

maintain, and demonstrate key skills are assessed via a formal critique process in order to identify weaknesses. [14]

26. Identified weaknesses are corrected. [14] [

27. Training is provided to emergency responders. [151 [

28. Responsibility for emergency plan development and review is established. [16] [

29. Planners responsible for emergency plan development and maintenance are properly trained. [16] [

APPLICABILITY CONCLUSION rJ Ifno Part V criteria are checked, a 50.54(q)(3) Evaluation is NOT~required; document the basis for conclusion below and complete Part VI.

[] If any Part V criteria are checked, complete Part VI and perform a 50.54(q)(3) Evaluation.

BASIS FOR CONCLUSION Items 2-5: Emergency planning element 19 in Part V of this form is affected by these changes. A 10CFR50.54 (q) evaluation will be performed to determine whether or not the effectiveness of the PNPS Emerqency Plan is reduced and prior NRC approval is required.

Part VI. Signatures: ,9 f I " I I i Preparer Name (Print)

Karen Larson-Sullivan (Optional) Reviewer Name (Print)

Reviewer Name (Print)

Duane White Nuclear EP Project Manager Approver Donna Calabrese EP Manager or designee Page 3 of 3 Pageof 3EN-EP-305 REV 3

ATTACHMENT 9.2 10CFR50.54(q) EVALUATION PAGE 1 OF 5 ProcedurelDocument Number: TR-510 Revision: 2 Equipment/FacilitylOther: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimates Part I. Description of Proposed Change: This change to the PNPS Evacuation Time Estimate makes intent changes as described below:

2. Executive Summary-Table 8-7, School Evacuation Time Estimates: Good Weather, Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for.

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 25 to 22 minutes, and ETE to Reception Center from 2:20 to 2:15 hr:min. Page ES-16

3. Section 8-Table 8-7, School Evacuation Time Estimates: Good Weather Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for.

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 25 to 22 minutes, and ETE to Reception Center from 2:20 to 2:15 hr:min. Page 8-29

4. Section 8 - Table 8-8, School Evacuation Times Estimates - Rain Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for:

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 28 to 26 minutes, and ETE to Reception Center from 2:40 to 2:35 hr:min. Page 8-32

5. Section 8 - Table 8-9, School Evacuation Times Estimates - Snow Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for.

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 33 to 30 minutes, and ETE to Reception Center from 3:00 to 2:55 hr:min. Page 8-35 EN-EP-305 REV 3

ATTACHMENT 9.2 10OCFR50.54(q) EVALUATION PAGE 2 OF 5 ProcedurelDocument Number: TR-510 /Revision: 2 EquipmentlFacilitylOther: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimates Part I1.Description and Review of Licensing Basis Affected by the Proposed Change:

An EN-LI-100, Process Applicability Determination, was performed. The only relevant criteria or processes identified was the Emergency Plan (10 CFR 50.54(q). The Emergency Plan review is addressed by this evaluation.

The PAD performed per EN-LI-100 concluded that applicable portions of LBDs that were reviewed, including the PNPS Emergency Plan, Technical Specifications, and UFSAR, are not affected by these changes to the ETE and did not contain any relevant additional information. The Nuclear Training Manual NTM5.5 and EN-TQ-1 10 are not impacted by this document change.

The potentially affected section of the PNPS Emergency Plan included Section J, Protective Response, Section 8, Evacuation Time Estimates. Proposed changes were reviewed in consideration of language within the PNPS Emergency Plan and in light of changes identified within the PNPS EPlan Chronology of changes, with no items identified for potential impact due to the proposed changes.

NUREG 0654 Supplement 3 Implementation for Pilgrim Nuclear Power Station was reviewed, with no identified potential impact due to the proposed changes.

PNPS Licensing Correspondence Logs from 1976 through 2006, the Licensing Basis History and the EP Procedure Commitment listing were reviewed to determine if any commitments would be affected by the revision of this procedure. No applicable commitments were found.

Part III. Describe How the Proposed Change Complies with Relevant Emergency Preparedness Regulation(s) and Previous Commitment(s) Made to the NRC:

The following Emergency Planning standard and function has been identified as potentially affected by these activities:

10 CFR 50.47(b)(10) - Emeroqency Protective Actions

Evacuation time estimates for the population located in the plume exposure pathway EPZ are available to support the formulation of PARs and have been provided to State and local governmental authorities.

Appendix E to 10 CFR 50 does not contain any support requirements. Informing criteria appear in NUREG-0654 in Sections lI.J.1-8,Section II.J.10, and Supplement 3 and in the licensee's emergency plan.

Site Compliance: The activities within Part I of this form continue to ensure that evacuation time estimates for the Plume EPZ are available to support the formulation of PARs during emergencies. The activity of correcting travel time and distance for these schools from the EPZ boundary to the RC does not affect the development of PARs and evacuation time estimates from within the EPZ, and conclusions from the PNPS NUREG-0654 Supplement 3 remain unaffected and unchanged with this revision.

Previous Commitments to the NRC: PNPS Emergency Plan chronological change listing, PNPS EP Procedure Commitment listing and the current listing of NRC commitments associated with the PNPS EPIPs or PNPS Emergency Plan changes were reviewed for potential NRC commitment impacts as a result of this procedure revision. No applicable commitments were found.

EN-EP-305 REV 3

ATTACHMENT 9.2 10OCFR50.54(q) EVALUATION PAGE 3 OF 5 ProcedurelDocument Number: TR-510 Revision: 2~ . i.

EquipmentlFacilitylOther: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimates Part IV. Description of Emergency Plan Planning Standards, Functions and Program Elements Affected by the Proposed Change:

The following Emergency Planning standard associated with 10 CFR 50.47(b) has been identified as potentially affected by these activities, as well as elements associated with Appendix E:

10 CFR 50.47(b)(1 0) - Emeraqencv Protective Actions

Evacuation time estimates for the population located in the plume exposure pathway EPZ are available to support the formulation of PARs and have been provided to State and local governmental authorities.

Appendix E to 10 CFR 50 does not contain any support requirements. Informing criteria appear in NUREG-0654 in Sections ll.J.1-8,Section II.J.10, and Supplement 3 and in the licensee's emergency plan.

Part V. Description of Impact of the Proposed Change on the Effectiveness of Emergency Plan Functions:

The changes listed in Part I of this document included revisions to three tables associated with the School Evacuation Time Estimates for three Kingston schools: Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School. These changes are the result of a correction to the designated reception center (host school) to which the schools are assigned. The ETE determines distances and times within the EPZ and outside of the EPZ to their final host destination separately: there is no impact to the ETE for these populations in terms of distance or time to evacuate the plume EPZ.

The impact of the determined distance and time from the plume EPZ boundary to the corrected reception center results in a reduction in both distance and time for three evaluated scenarios which considered Good Weather, Rain and Snow, as follows:

Item 2. Executive Summary-Table 8-7, School Evacuation Time Estimates: Good Weather, Page ES-i16 Item 3. Section 8- Table 8-7, School Evacuation Time Estimates: Good Weather, Page 8-29 Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for.

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 25 to 22 minutes, and ETE to Reception Center from 2:20 to 2:15 hr:min.

Item 4. Section 8 - Table 8-8, School Evacuation Times Estimates - Rain, Page 8-32 Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for.

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 28 to 26 minutes, and ETE to Reception Center from 2:40 to 2:35 hr:min.

Item 5. Section 8 - Table 8-9, School Evacuation Times Estimates - Snow, Page 8-35 Sacred Heart Early Childhood, Sacred Heart Elementary School, and Sacred Heart High School corrected for.

Dist. EPZ Boundary to Reception Center (R.C.) from 16.2 miles to 14.6 miles Travel Time from EPZ Boundary to Reception Center (R.C.) from 33 to 30 minutes, and ETE to Reception Center from 3:00 to 2:55 hr:min.

EN-EP-305 REV 3

ATTACHMENT 9.2 10CFR50.54(q) EVALUATION PAGE 4 OF 5 Procedure/Document Number: TR-510) Revision: 2 Equipment/FacilitylOther: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimates The route from the EPZ schools to the EPZ boundary is 4.8 miles, which is accurately documented in Tables 8-7 through 8-9 of the ETE report for these three schools. After departing the EPZ, the route continues leading into Bridgewater-Raynham Regional High School. The route from the EPZ boundary to the reception center for these three schools is actually 14.6 miles. This does not match the 16.2 miles reported in Tables 8-7 through 8-9 of the ETE report..

There were no computational changes made in the Revision 2 to the PNPS ETE based on the Sacred Heart Early Childhood Center, Sacred Heart Elementary School, Sacred Heart High School corrections. Review of the bus routes used to evacuate these schools (as discussed above in this response), including the Sacred Heart Early Childhood Center, Sacred Heart Elementary School, and Sacred Heart High School, were mistakenly assigned to the Leddy Elementary School in both Rev. 0 and Rev. 1 of the ETE report. The route to this reception center is 1.6 miles longer than the route to the correct reception center (Bridgewater/Raynham Regional High School) which results in a difference in ETE to the Reception Center ranging from 2 to 3 minutes depending on the weather. These differences in time range from 1.1% to 1.6%

of the average ETE to the R.C., which as stated below does not affect the PAR decision making.

Since the ETE determines distances and times within the EPZ to the boundary of the plume EPZ, and outside of the EPZ to their final host destination separately, and since there is no impact to the ETE for these populations in terms of distance or time to evacuate the plume EPZ, this correction does not impact decision making for Protective Action Recommendations.

Conclusion Re~qardinaq Impact The proposed changes to the PNPS ETE continue to meet the planning standards outlined in 10 CFR 50.47(b)(10). This revision does not require a change to the emergency plan. The effectiveness of the PNPS Emergency Plan is not reduced. The PNPS Evacuation Time Estimate changes can be incorporated without prior NRC approval.

EN-EP-305 REV 3

ATTACHMENT 9.2 10OCFR50.54(q) EVALUATION PAGE 5 OF 5 ProcedurelDocument Number: TR-510 /Revision: 2 .........

EquipmentiFacilitylOther: Pilgrim Nuclear Power Station

Title:

PNPS Evacuation Time Estimates Part VI. Evaluation Conclusion Answer the following questions about the proposed change.

1. Does the proposed change comply with 10 CFR 50.47(b) and 10 CFR 50 Appendix E? I*YES El NO 2.

3.

Does the proposed change maintain the effectiveness of the emergency plan (i.e., no reduction in effectiveness)?

Does the proposed change constitute an emergency action level scheme change?

f E*YES [] NO D]YES [] NO If questions 1 or 2 are answered NO, or question 3 answered YES, reject the proposed change, modify the proposed change and perform a new evaluation or obtain prior NRC approval under provisions of 10 CFR 50.90. If questions 1 and 2 are answered YES, and question 3 answered NO, implement applicable change process(es). Refer to step 5.618].

Part VII. Signatures_________

Previewer Name (Print) Pr viewer Sign/atue/Dae Duane White (') 1/11/2016 Nuclear EP Project Manager .Y Donna Calabrese EP Manager EN-EP-305 REV 3