ML12356A136
| ML12356A136 | |
| Person / Time | |
|---|---|
| Site: | Point Beach  |
| Issue date: | 10/31/2012 |
| From: | KLD Engineering, PC |
| To: | Office of Nuclear Reactor Regulation, Point Beach |
| References | |
| KLD TR-515 | |
| Download: ML12356A136 (68) | |
Text
Table K-1. Evacuation Roadway Network Characteristics 11 1
- b U
1U MINUK AK IMlAL bbU I
1z 8_Ibb Z/UU4 EXIT LINK 2
8002 CR D COLLECTOR 578 1
12 4
1700 60 3
2 3
4 1-43 FREEWAY 6045 2
12 8
2250 70 32 3
3 303 1-43 FREEWAY 7230 2
12 8
2250 70 32 4
4 3
1-43 FREEWAY 6045 2
12 8
2250 70 32 5
4 5
1-43 FREEWAY 1070 2
12 8
2250 70 29 6
5 4
1-43 FREEWAY 1070 2
12 8
2250 70 29 7
5 6
1-43 FREEWAY 14871 2
12 8
2250 70 29 8
6 5
1-43 FREEWAY 14878 2
12 8
2250 70 29 9
6 7
1-43 FREEWAY 1156 2
12 8
2250 70 25 10 7
6 1-43 FREEWAY 1156 2
12 8
2250 70 25 11 7
8 1-43 FREEWAY 14627 2
12 8
2250 70 25 12 8
7 1-43 FREEWAY 14627 2
12 8
2250 70 25 13 8
9 1-43 FREEWAY 1400 2
12 8
2250 70 25 14 9
8 1-43 FREEWAY 1400 2
12 8
2250 70 25 15 9
10 1-43 FREEWAY 3184 2
12 8
2250 70 21 16 10 9
1-43 FREEWAY 3168 2
12 8
2250 70 21 17 10 11 1-43 FREEWAY 9609 2
12 8
2250 70 21 18 11 10 1-43 FREEWAY 9604 2
12 8
2250 70 21 19 11 12 1-43 FREEWAY 1990 2
12 8
2250 70 21 20 12 11 1-43 FREEWAY 1990 2
12 8
2250 70 21 21 12 13 1-43 FREEWAY 9749 2
12 8
2250 70 21 22 13 12 1-43 FREEWAY 9785 2
12 8
2250 70 21 23 13 14 1-43 FREEWAY 8078 2
12 8
2250 70 20 Point Beach Nuclear Plant Evacuation Time Estimate K-36 KLD Engineering, P.C.
Rev. 1
24 14 13 1-43 FREEWAY 8078 2
12 8
2250 70 20 25 14 15 1-43 FREEWAY 1367 2
12 8
2250 70 16 26 15 14 1-43 FREEWAY 1367 2
12 8
2250 70 16 27 15 16 1-43 FREEWAY 8760 2
12 8
2250 70 16 28 16 15 1-43 FREEWAY 8760 2
12 8
2250 70 16 29 16 17 1-43 FREEWAY 6105 2
12 8
2250 70 16 30 17 16 1-43 FREEWAY 6089 2
12 8
2250 70 16 31 17 23 1-43 FREEWAY 4121 2
12 8
2250 70 16 32 18 19 1-43 FREEWAY 4247 2
12 8
2250 70 16 33 18 23 1-43 FREEWAY 5024 2
12 8
2250 70 16 34 19 18 1-43 FREEWAY 4260 2
12 8
2250 70 16 35 19 20 1-43 FREEWAY 5148 2
12 8
2250 70 12 36 20 19 1-43 FREEWAY 5148 2
12 8
2250 70 12 37 20 21 1-43 FREEWAY 1464 2
12 8
2250 70 12 38 21 20 1-43 FREEWAY 1464 2
12 8
2250 70 12 39 21 22 1-43 FREEWAY 1085 2
12 8
2250 70 12 40 22 21 1-43 FREEWAY 1085 2
12 8
2250 70 12 EXIT LINK 22 8022 1-43 FREEWAY 1043 2
12 8
2250 70 12 41 23 17 1-43 FREEWAY 4121 2
12 8
2250 70 16 42 23 18 1-43 FREEWAY 5012 2
12 8
2250 70 16 43 24 25 CR BB COLLECTOR 20507 1
12 0
1750 65 15 44 24 82 SR 42 MINOR ARTERIAL 6587 1
12 8
1700 65 19 45 24 135 SR 42 MINOR ARTERIAL 6127 1
12 8
1700 65 15 46 25 26 CR BB COLLECTOR 5339 1
12 0
1700 55 18 47 25 98 CR B COLLECTOR 4738 1
12 0
1700 60 14 Point Beach Nuclear Plant Evacuation Time Estimate K-37 KLD Engineering, P.C.
Rev. 1
48 26 27 CR BB COLLECTOR 15932 1
12 0
1700 65 18 49 26 81 CR B COLLECTOR 5393 1
12 0
1750 65 18 50 26 535 CR AB COLLECTOR 12507 1
12 0
1700 60 14 51 27 35 CR Q COLLECTOR 10570 1
12 4
1700 60 13 52 27 66 CR BB COLLECTOR 10504 1
12 0
1750 65 17 53 27 80 CR Q COLLECTOR 5242 1
12 4
1700 60 17 54 28 41 CR R COLLECTOR 1296 1
12 6
1700 55 16 55 29 30 CR G COLLECTOR 18521 1
12 0
1700 60 15 56 29 326 SR 42 MINOR ARTERIAL 10564 1
12 8
1700 65 15 57 30 99 CR B COLLECTOR 7560 1
12 0
1700 65 14 58 30 320 CR B COLLECTOR 5966 1
12 0
1700 65 14 59 30 538 CR G COLLECTOR 7677 1
12 0
1700 60 14 60 31 47 RANGELINE RD COLLECTOR 10696 1
12 0
1700 60 14 61 31 537 CR G COLLECTOR 347 1
12 0
1700 50 14 62 32 535 CR AB COLLECTOR 512 1
12 0
1700 50 14 63 32 536 CR AB COLLECTOR 582 1
12 0
1700 50 14 64 32 537 CR G COLLECTOR 2444 1
12 0
1700 60 14 65 33 43 CR AB COLLECTOR 7963 1
12 4
1700 60 13 66 33 510 CR KB COLLECTOR 1637 1
12 0
1700 60 13 67 34 35 CR KB COLLECTOR 4386 1
12 4
1700 60 13 68 35 27 CR Q COLLECTOR 10570 1
12 4
1700 60 13 69 35 36 CR KB COLLECTOR 3553 1
12 0
1700 55 13 70 35 62 MANITOWOC RD COLLECTOR 21231 1
12 0
1700 60 13 71 36 37 CR KB COLLECTOR 7088 1
12 0
1700 60 13 72 37 39 CR KB COLLECTOR 10527 1
12 0
1700 65 13 73 37 65 CR V COLLECTOR 21475 1
12 0
1700 60 13 Point Beach Nuclear Plant Evacuation Time Estimate K-38 KLD Engineering, P.C.
Rev. 1
74 37 66 ICURRAN RD COLLECTOR 10405 1
12 0
1750 50 13 74 39 66 CR P COLLECTOR 10405 1
12 0
1750 50 12 76 39 508 CR P COLLECTOR 770 1
12 4
1700 45 12 77 40 41 CR P COLLECTOR 6481 1
11 0
1700 50 12 78 40 507 CR KB COLLECTOR 1196 1
12 4
1700 45 12 79 41 40 CR P COLLECTOR 6481 1
11 0
1700 50 12 80 41 57 CR R COLLECTOR 4223 1
12 6
1700 55 12 81 42 51 CR KB COLLECTOR 1573 1
12 4
1575 35 12 82 43 44 CR AB COLLECTOR 5358 1
12 4
1700 45 13 83 44 45 CR AB COLLECTOR 5066 1
12 4
1700 45 9
84 45 46 CR AB COLLECTOR 10558 1
12 4
1700 65 9
85 45 62 PINE GROVE RD COLLECTOR 5128 1
12 0
1700 55 9
86 46 68 SR 29 MINOR ARTERIAL 5279 1
12 6
1700 50 9
87 46 546 CR AB COLLECTOR 5171 1
12 4
1700 60 9
88 47 44 CR J COLLECTOR 10539 1
12 0
1700 65 10 89 48 42 CR T COLLECTOR 1678 1
12 4
1700 45 12 90 48 49 CR R COLLECTOR 5066 1
12 4
1700 40 12 91 49 50 CR KB COLLECTOR 1524 1
12 0
1700 40 12 92 49 55 CR R COLLECTOR 15614 1
12 4
1700 60 12 93 50 21 1-43 RAMP FREEWAY RAMP 1233 1
12 8
1700 45 12 94 50 78 CR KB COLLECTOR 1911 1
12 4
1700 45 12 95 51 49 CR KB COLLECTOR 2620 1
12 4
1575 35 12 96 51 436 CRT COLLECTOR 3254 1
12 4
1575 35 12 97 52 53 CRT COLLECTOR 957 1
12 0
1575 35 12 98 52 360 CRT COLLECTOR 901 1
12 0
1575 35 12 99 53 52 CR T COLLECTOR 935 1
12 0
1575 35 12 Point Beach Nuclear Plant Evacuation Time Estimate K-39 KLD Engineering, P.C.
Rev. 1
100 53 54 CR T COLLECTOR 4860 1
12 4
1700 60 12 101 54 53 CRT COLLECTOR 4860 1
12 4
1700 60 12 102 54 437 CR T COLLECTOR 724 1
12 4
1700 40 12 103 54 438 LANGES CORNER RD LOCAL ROADWAY 408 1
12 0
1700 40 12 104 55 79 CR R COLLECTOR 696 1
12 4
1700 60 12 105 56 55 LANGES CORNER RD COLLECTOR 4465 1
12 4
1700 60 12 106 57 48 CR R COLLECTOR 3885 1
12 4
1700 60 12 107 57 58 CRT COLLECTOR 8436 1
12 0
1700 65 16 108 58 57 CRT MINOR ARTERIAL 8436 1
12 0
1700 65 16 109 58 461 CR T COLLECTOR 9145 1
12 0
1700 65 16 110 59 28 CR R COLLECTOR 6700 1
12 6
1700 55 16 111 59 58 ZANDER ST COLLECTOR 8576 1
12 0
1700 55 16 112 59 506 CR R COLLECTOR 2777 1
12 4
1700 60 17 113 60 61 CRT COLLECTOR 12009 1
12 0
1700 60 8
114 61 71 CRT COLLECTOR 10682 1
12 0
1700 60 8
115 62 65 PINE GROVE RD COLLECTOR 10600 1
12 0
1700 55 9
116 62 68 MANITOWOC RD COLLECTOR 10528 1
12 0
1700 60 9
117 64 61 PINE GROVE RD COLLECTOR 10548 1
12 0
1700 55 8
118 64 70 CR P COLLECTOR 10600 1
12 0
1700 65 8
119 65 64 PINE GROVE RD COLLECTOR 10698 1
12 0
1700 55 9
120 65 69 CR V COLLECTOR 10388 1
12 0
1700 60 9
121 66 28 CR BB COLLECTOR 11498 1
12 0
1700 65 17 122 66 37 CURRAN RD COLLECTOR 10405 1
12 0
1700 50 13 123 68 549 SR 29 MINOR ARTERIAL 2672 1
12 4
1700 65 9
124 69 70 SR 29 MINOR ARTERIAL 10410 1
12 6
1700 65 9
125 69 355 GASCHE RD COLLECTOR 21321 1
12 0
1700 60 5
Point Beach Nuclear Plant Evacuation Time Estimate K-40 KLD Engineering, P.C.
Rev. 1
126 70 71 SR 29 MINOR ARTERIAL 10692 1
12 6
1700 60 8
127 71 75 CR T COLLECTOR 776 1
12 0
1700 60 8
128 71 76 SR 29 MINOR ARTERIAL 687 1
12 6
1700 60 8
129 72 461 CR T COLLECTOR 4112 1
12 0
1700 40 16 130 72 462 CR T COLLECTOR 2663 1
12 0
1700 40 16 131 72 534 CRZ COLLECTOR 1176 1
12 3
1700 40 16 132 73 74 SR 147 MAJOR ARTERIAL 1113 1
12 4
1700 60 16 133 73 88 CR R COLLECTOR 5831 1
12 4
1700 65 17 134 73 167 CR R COLLECTOR 3125 1
12 4
1700 50 17 135 74 15 1-43 RAMP FREEWAY RAMP 719 1
12 8
1700 45 16 136 74 83 CR Z COLLECTOR 658 1
12 3
1700 60 16 EXIT LINK 75 8075 CRT COLLECTOR 801 1
12 4
1700 60 8
EXIT LINK 76 8076 SR 29 MINOR ARTERIAL 833 1
12 6
1700 60 8
EXIT LINK 78 8078 CR KB COLLECTOR 1003 1
12 4
1700 45 12 EXIT LINK 79 8079 CR R COLLECTOR 606 1
12 4
1700 60 12 137 80 27 CR Q COLLECTOR 5242 1
12 4
1700 60 17 138 80 117 CR Q COLLECTOR 5083 1
12 4
1700 60 17 139 80 460 ZANDER ST COLLECTOR 13213 1
12 0
1700 55 17 140 81 26 CR B COLLECTOR 5393 1
12 0
1700 65 18 141 81 80 ZANDER ST COLLECTOR 15863 1
12 0
1700 55 18 142 81 109 CR B COLLECTOR 26128 1
12 0
1700 65 18 143 82 24 SR 42 MINOR ARTERIAL 6589 1
12 8
1700 65 19 144 82 81 ZANDER ST COLLECTOR 22002 1
12 0
1750 55 18 Point Beach Nuclear Plant Evacuation Time Estimate K-41 KLD Engineering, P.C.
Rev. 1
145 82 134 SR 42 MINOR ARTERIAL 1859 1
12 8
1700 65 19 146 83 14 1-43 RAMP FREEWAY RAMP 810 1
12 8
1700 45 16 147 83 533 CR Z COLLECTOR 4451 1
12 3
1700 60 16 148 84 12 1-43 RAMP FREEWAY RAMP 1271 1
12 8
1700 45 21 149 84 85 CR K COLLECTOR 1031 1
12 4
1700 60 21 150 85 11 1-43 RAMP FREEWAY RAMP 1504 1
12 8
1700 45 21 151 85 87 CR K COLLECTOR 8593 1
12 4
1700 65 20 152 86 84 CR K COLLECTOR 5619 1
12 4
1700 65 21 153 86 104 CR R COLLECTOR 7180 1
12 4
1700 65 21 154 86 130 CR R COLLECTOR 6061 1
12 4
1750 60 21 155 87 92 CR T COLLECTOR 3842 1
12 0
1700 45 20 156 87 97 CR K COLLECTOR 7379 1
12 4
1700 65 20 157 87 463 CR T COLLECTOR 3171 1
12 0
1700 50 20 158 88 73 CR R COLLECTOR 5831 1
12 4
1700 65 17 159 88 506 CR R COLLECTOR 4737 1
12 4
1700 60 17 160 89 90 SR 147 MAJOR ARTERIAL 6505 1
12 4
1700 60 17 161 89 115 CR Q COLLECTOR 4334 1
12 4
1700 60 17 162 89 131 CR Q COLLECTOR 2052 1
12 4
1700 60 17 163 90 91 SR 147 MAJOR ARTERIAL 2155 1
12 4
1700 60 17 164 91 73 SR 147 MAJOR ARTERIAL 8264 1
12 4
1700 60 17 165 92 87 CR T COLLECTOR 3842 1
12 0
1700 45 20 166 92 94 CR T COLLECTOR 1750 1
12 0
1700 65 20 167 93 94 CR T COLLECTOR 1804 1
12 0
1700 50 20 168 93 462 CR T COLLECTOR 8910 1
12 0
1700 65 20 169 94 92 CR T COLLECTOR 1709 1
12 0
1700 65 20 170 94 93 CR T COLLECTOR 1898 1
12 0
1700 65 20 Point Beach Nuclear Plant Evacuation Time Estimate K-42 KLD Engineering, P.C.
Rev. 1
171 95 1
CRT COLLECTOR 18423 1
12 0
1700 65 24 172 96 1
US 10 MINOR ARTERIAL 11260 1
12 8
1700 65 25 EXIT LINK 97 8097 CR K COLLECTOR 705 1
12 4
1700 60 20 173 98 25 CR B COLLECTOR 4731 1
12 0
1750 60 14 174 98 99 CR B COLLECTOR 4136 1
12 0
1700 60 14 175 99 30 CR B COLLECTOR 7560 1
12 0
1700 65 14 176 99 98 CR B COLLECTOR 4151 1
12 0
1700 60 14 177 100 9
1-43 RAMP FREEWAY RAMP 789 1
12 8
1700 45 25 178 100 101 CR V COLLECTOR 718 1
12 4
1700 60 25 179 101 8
1-43 RAMP FREEWAY RAMP 805 1
12 8
1700 45 25 180 101 577 CR V COLLECTOR 7733 1
12 0
1700 60 25 181 102 100 CR V COLLECTOR 2254 1
12 4
1700 60 25 182 102 150 CR R COLLECTOR 2046 1
12 4
1700 50 25 183 103 102 CR R COLLECTOR 793 1
12 4
1700 40 25 184 103 104 CR R COLLECTOR 4245 1
12 6
1700 50 21 185 104 86 CR R COLLECTOR 7171 1
12 4
1750 65 21 186 104 103 CR R COLLECTOR 4246 1
12 6
1700 50 21 187 105 106 CR V COLLECTOR 1173 1
12 0
1700 50 25 188 106 107 CRV COLLECTOR 1421 1
12 0
1700 50 21 189 107 103 CR V COLLECTOR 3269 1
12 0
1575 35 21 190 108 139 CR V COLLECTOR 1208 1
12 0
1700 60 26 191 108 141 CR B COLLECTOR 4541 1
12 0
1700 60 26 192 109 81 CR B COLLECTOR 26128 1
12 0
1750 65 18 193 109 110 SR 147 MINOR ARTERIAL 511 1
12 0
1575 35 22 194 109 111 SR 147 MINOR ARTERIAL 4967 1
12 0
1700 40 22 Point Beach Nuclear Plant Evacuation Time Estimate K-43 KLD Engineering, P.C.
Rev. 1
195 109 121 CR B COLLECTOR 2934 1
12 0
1700 40 22 196 110 109 SR 147 MINOR ARTERIAL 511 1
12 0
1575 35 22 197 110 128 SR 147 MINOR ARTERIAL 1656 1
12 0
1575 35 22 198 111 112 CR 147 MAJOR ARTERIAL 5192 1
12 0
1700 55 22 199 111 125 RIDGE RD COLLECTOR 1223 1
12 4
1700 45 22 200 112 113 CR 147 MAJOR ARTERIAL 4937 1
12 0
1700 55 22 201 113 89 CR 147 MAJOR ARTERIAL 6019 1
12 0
1700 55 17 EXIT LINK 114 8114 CR Z COLLECTOR 995 1
12 3
1700 65 16 202 115 89 CR Q COLLECTOR 4334 1
12 4
1700 60 17 203 115 116 CR Q COLLECTOR 4066 1
12 4
1700 55 17 204 116 115 CR Q COLLECTOR 4075 1
12 4
1700 55 17 205 116 117 CRQ COLLECTOR 3561 1
12 4
1700 55 17 206 117 80 CR Q COLLECTOR 5083 1
12 4
1700 60 17 207 117 116 CRQ COLLECTOR 3542 1
12 4
1700 55 17 208 118 105 CR V COLLECTOR 5181 1
12 0
1700 55 26 209 118 155 CR Q COLLECTOR 13648 1
12 4
1700 60 26 210 119 118 CR Q COLLECTOR 5145 1
12 4
1700 60 22 211 120 119 CR Q COLLECTOR 1843 1
12 4
1700 60 22 212 120 126 CR Q COLLECTOR 10412 1
12 4
1700 60 21 213 121 122 CHRUCH ST LOCAL ROADWAY 3874 1
12 0
1700 45 22 214 121 540 CR B COLLECTOR 3476 1
12 0
1700 45 22 215 122 124 RIDGE RD COLLECTOR 1634 1
12 4
1700 45 22 216 123 126 CR Y COLLECTOR 9929 1
12 0
1700 60 22 217 124 123 RIDGE RD COLLECTOR 1324 1
12 4
1700 45 22 218 125 123 RIDGE RD COLLECTOR 2688 1
12 4
1700 45 22 Point Beach Nuclear Plant Evacuation Time Estimate K-44 KLD Engineering, P.C.
Rev. 1
219 126 120 1CR Q COLLECTOR 10408 1 1
12 4
1700 60 21 21 126 130 CRY COLLECTOR 10430 1
12 0
1750 60 21 221 126 133 CR Q COLLECTOR 4379 1
12 4
1700 60 21 222 127 121 CHRUCH ST LOCAL ROADWAY 1829 1
12 0
1575 35 22 223 127 128 SR 147 MINOR ARTERIAL 1456 1
12 0
1575 35 22 224 127 162 SR 147 MINOR ARTERIAL 3798 1
12 4
1700 40 22 225 128 110 SR 147 MINOR ARTERIAL 1656 1
12 0
1575 35 22 226 128 127 SR 147 MINOR ARTERIAL 1456 1
12 0
1575 35 22 227 129 137 SR 42 MINOR ARTERIAL 10444 1
12 8
1700 65 23 228 129 168 SR 42 MINOR ARTERIAL 2754 1
12 8
1700 65 23 229 129 539 CR V COLLECTOR 16291 1
12 0
1700 60 23 230 130 86 CR R COLLECTOR 6061 1
12 4
1750 60 21 231 130 94 FISHERVILLE RD COLLECTOR 12779 1
12 0
1700 55 20 232 130 459 CR R COLLECTOR 2898 1
12 4
1700 55 21 233 131 89 CR Q COLLECTOR 2052 1
12 4
1700 60 17 234 131 132 CR Q COLLECTOR 2196 1
12 4
1700 60 21 235 132 131 CR Q COLLECTOR 2181 1
12 4
1700 60 21 236 132 133 CR Q COLLECTOR 2472 1
12 4
1700 60 21 237 133 126 CR Q COLLECTOR 4385 1
12 4
1700 60 21 238 133 132 CR Q COLLECTOR 2474 1
12 4
1700 60 21 239 134 82 SR 42 MINOR ARTERIAL 1853 1
12 8
1700 65 19 240 134 137 SR 42 MINOR ARTERIAL 14394 1
12 8
1700 65 19 241 135 24 SR 42 MINOR ARTERIAL 6122 1
12 8
1700 65 is 242 135 29 SR42 MINOR ARTERIAL 9783 1
12 8
1700 65 15 243 136 135 KEWAUNEE DRIVEWAY LOCAL ROADWAY 1315 1
12 4
1350 30 15 244 137 129 SR 42 MINOR ARTERIAL 10443 1
12 8
1700 65 23 Evacuation Time Estimate Rev. 1 Point Beach Nuclear Plant Evacuation Time Estimate K-45 KLD Engineering, P.C.
Rev. 1
Z45 hI 14 SK 4Z MINUKATERKIAL 14394 1
1z I/UU b!)
19 246 138 137 NUCLEAR ROAD COLLECTOR 5229 1
12 4
1700 55 19 247 139 118 CRV COLLECTOR 8048 1
12 0
1700 60 26 248 139 140 MANITOU DR COLLECTOR 7015 1
12 4
1700 50 26 249 140 157 CR B COLLECTOR 794 1
12 0
1575 35 26 250 141 140 CR B COLLECTOR 2742 1
12 0
1700 60 26 251 142 140 CR VV COLLECTOR 3578 1
12 4
1700 55 26 252 143 142 CR W COLLECTOR 10895 1
12 4
1700 60 26 253 143 173 SR 147 MINOR ARTERIAL 4564 1
16 0
1700 40 27 254 144 174 TANNEY RD COLLECTOR 3788 1
12 0
1575 35 27 255 144 318 CR W COLLECTOR 1300 1
12 4
1700 45 27 256 145 194 CR VV COLLECTOR 1444 1
12 4
1700 45 27 257 146 193 CR VV COLLECTOR 2105 1
12 4
1700 55 27 258 146 449 SR 42 MINOR ARTERIAL 1377 1
12 8
1700 65 27 259 147 207 CR R COLLECTOR 8007 1
12 4
1700 45 25 260 147 503 SR 310/CR R ROUNDABOUT MINOR ARTERIAL 159 1
12 0
900 20 25 261 148 206 CR R COLLECTOR 5146 1
12 4
1700 65 25 262 149 148 CR R COLLECTOR 5122 1
12 4
1700 65 25 263 150 149 CR R COLLECTOR 2887 1
12 4
1700 60 25 264 151 96 SR 310 MINOR ARTERIAL 3394 1
12 4
1700 65 25 265 152 7
1-43 RAMP FREEWAY RAMP 609 1
12 8
1700 45 25 266 152 153 SR 310 MINOR ARTERIAL 505 2
12 4
1900 60 25 267 153 6
1-43 RAMP FREEWAY RAMP 640 1
12 8
1700 45 25 268 153 528 SR 310 MINOR ARTERIAL 1344 2
12 4
1900 60 25 269 154 513 SR 310/CR Q ROUNDABOUT MINOR ARTERIAL 99 1
12 0
900 20 26 270 155 154 CR Q COLLECTOR 2185 1
12 4
1700 60 26 Point Beach Nuclear Plant Evacuation Time Estimate K-46 KLD Engineering, P.C.
Rev. I
271 157 158 CR B COLLECTOR 1117 1
12 0
1700 40 26 272 158 159 CR B COLLECTOR 3816 1
12 0
1700 50 26 273 159 523 CR B COLLECTOR 4631 1
12 0
1700 60 26 274 160 524 SR 310 MINOR ARTERIAL 7873 1
12 4
1700 60 26 275 160 552 CR DD COLLECTOR 6607 1
12 4
1700 60 26 276 161 218 MEMORIAL DR MAJOR ARTERIAL 1092 2
12 6
1900 50 31 277 162 163 SR 147 MINOR ARTERIAL 4655 1
12 4
1700 60 22 278 163 164 SR 147 MINOR ARTERIAL 2570 1
12 4
1700 60 22 279 164 165 SR 147 MINOR ARTERIAL 3206 1
12 4
1700 60 22 280 165 166 SR 147 MINOR ARTERIAL 6121 1
12 4
1700 60 26 281 166 143 SR 147 MINOR ARTERIAL 4195 1
12 4
1700 60 27 282 167 73 CR R COLLECTOR 3138 1
12 4
1700 50 17 283 167 458 CR R COLLECTOR 4111 1
12 4
1700 50 21 284 168 146 SR 42 MINOR ARTERIAL 18476 1
12 8
1700 65 23 285 169 195 SR 42 MINOR ARTERIAL 553 2
12 0
1900 35 27 286 170 171 SR 147 MINOR ARTERIAL 859 1
12 0
1575 35 27 287 170 541 WASHINGTON ST MAJOR ARTERIAL 1478 2
12 0
1750 35 27 288 171 170 SR 147 MINOR ARTERIAL 859 1
12 0
1750 35 27 289 171 543 MONROE ST LOCAL ROADWAY 1481 1
12 0
1575 35 27 290 172 178 SR 310 COLLECTOR 870 1
12 0
1750 35 27 291 172 179 SR 310 COLLECTOR 836 1
12 0
1750 35 27 292 173 317 SR 147 MINOR ARTERIAL 1613 1
16 0
1700 40 27 293 174 173 42ND ST LOCAL ROADWAY 1210 1
12 0
1575 35 27 294 174 317 TANNEY RD COLLECTOR 1061 1
12 0
1575 35 27 295 175 170 WASHINGTON ST COLLECTOR 646 2
12 0
1750 35 27 296 176 178 WASHINGTON ST MAJOR ARTERIAL 359 2
12 0
1750 35 27 Point Beach Nuclear Plant Evacuation Time Estimate K-47 KLD Engineering, P.C.
Rev. 1
297 176 542 17TH ST LOCAL ROADWAY 865 1
12 0
1350 30 27 298 177 521 17TH ST LOCAL ROADWAY 973 1
12 0
1350 30 27 299 178 172 SR 310 COLLECTOR 870 1
12 0
1750 35 27 300 178 182 WASHINGTON ST MAJOR ARTERIAL 1355 2
12 0
1900 45 27 301 179 184 MADISON ST COLLECTOR 741 1
12 0
1750 35 27 302 179 186 SR 310 COLLECTOR 1300 1
12 0
1575 35 27 303 180 181 MEMORIAL DR MAJOR ARTERIAL 2721 2
12 6
1900 50 27 304 181 188 MEMORIAL DR MAJOR ARTERIAL 2322 2
12 6
1750 55 27 305 182 183 MEMORIAL DR MAJOR ARTERIAL 565 2
12 0
1900 35 27 306 182 184 12TH ST LOCAL ROADWAY 1289 1
12 0
1750 30 27 307 183 180 MEMORIAL DR MAJOR ARTERIAL 1080 2
12 6
1900 55 27 308 184 180 MADISON ST COLLECTOR 899 1
12 0
1575 35 27 309 184 190 12TH ST LOCAL ROADWAY 1062 1
12 0
1350 30 27 310 185 520 ROOSEVELT AVE LOCAL ROADWAY 1658 1
12 0
1350 30 27 311 186 187 SR 310 COLLECTOR 3982 1
12 0
1700 45 27 312 186 190 HAWTHORNE AVE LOCAL ROADWAY 800 1
12 0
1350 30 27 313 187 189 COLUMBUS ST COLLECTOR 1347 1
12 0
1575 35 27 314 187 578 SR 310 MINOR ARTERIAL 8132 1
12 4
1700 60 26 315 188 197 MEMORIAL DR MAJOR ARTERIAL 7291 2
12 6
1750 55 0
316 189 191 COLUMBUS ST COLLECTOR 2017 1
12 0
1575 35 27 317 190 185 HAWTHORNE AVE LOCAL ROADWAY 692 1
12 0
1350 30 27 318 190 186 HAWTHRONE AVE LOCAL ROADWAY 788 1
12 0
1350 30 27 319 190 519 12TH ST LOCAL ROADWAY 1284 1
12 0
1350 30 27 320 191 188 COLUMBUS ST COLLECTOR 3071 1
12 0
1750 35 27 321 192 169 CR 0 COLLECTOR 1169 1
12 0
1575 35 27 322 193 145 CR W COLLECTOR 1340 1
12 4
1700 45 27 Point Beach Nuclear Plant Evacuation Time Estimate K-48 KLD Engineering, P.C.
Rev. 1
323 194 144 CR VV COLLECTOR 1992 1
12 4
1700 45 27 324 194 454 RIVERVIEW DR COLLECTOR 4949 1
12 0
1700 40 27 325 195 170 SR 42 COLLECTOR 1636 2
12 0
1750 35 27 326 195 457 JACKSON ST LOCAL ROADWAY 1090 1
12 0
1350 30 27 327 196 161 MEMORIAL DR MAJOR ARTERIAL 2970 2
12 6
1900 50 31 328 197 196 MEMORIAL DR MAJOR ARTERIAL 1951 2
12 6
1900 50 31 329 198 199 CR VV COLLECTOR 1609 1
12 4
1700 50 27 330 198 200 CR 0 COLLECTOR 10186 1
12 0
1700 50 27 331 199 146 CR VV COLLECTOR 5176 1
12 0
1700 50 27 332 200 456 CR 0 COLLECTOR 760 1
12 0
1700 45 27 333 201 198 CR 0 COLLECTOR 7293 1
12 0
1700 50 27 334 202 201 CR 0 COLLECTOR 1176 1
12 0
1575 35 23 335 203 204 CR V COLLECTOR 6087 1
12 0
1700 50 23 336 203 532 CR 0 COLLECTOR 11776 1
12 0
1700 45 23 337 204 203 CR V COLLECTOR 6087 1
12 0
1700 50 23 338 204 205 CR V COLLECTOR 2945 1
12 0
1700 50 23 339 205 129 CR V COLLECTOR 4857 1
12 0
1700 55 23 340 206 504 CR R COLLECTOR 2493 1
12 4
1700 65 25 341 207 147 CR R COLLECTOR 8008 1
12 4
1700 45 25 342 207 208 CR P COLLECTOR 3627 1
12 4
1700 50 29 343 207 210 CR R COLLECTOR 1970 1
12 4
1750 45 29 344 208 209 CR P COLLECTOR 4474 1
12 4
1700 50 29 345 209 96 CR P COLLECTOR 6240 1
12 4
1700 45 25 346 210 207 CR R COLLECTOR 1971 1
12 4
1700 45 29 347 210 211 CR R COLLECTOR 5457 1
12 6
1700 45 29 348 210 260 MENASHA AVE COLLECTOR 945 1
12 0
1700 40 29 Point Beach Nuclear Plant Evacuation Time Estimate K-49 KLD Engineering, P.C.
Rev. 1
349 211 212 CR R MAJOR ARTERIAL 1321 1
12 4
1750 45 29 350 212 237 SR 42 MAJOR ARTERIAL 1004 2
12 0
1900 45 29 351 212 256 CR R MAJOR ARTERIAL 1060 2
12 0
1750 40 29 352 213 258 CR Q COLLECTOR 1350 1
12 9
1750 35 30 353 213 259 MENASHA AVE COLLECTOR 2170 1
12 0
1700 40 30 354 213 274 MENASHA AVE COLLECTOR 2799 1
12 0
1700 40 30 355 214 226 SR 42 MAJOR ARTERIAL 943 2
12 0
1750 45 30 356 215 269 CR B COLLECTOR 2695 1
12 0
1750 40 30 357 216 215 CR B COLLECTOR 2778 1
12 0
1700 50 30 358 217 221 MARITIME DR MAJOR ARTERIAL 2855 2
12 0
1900 40 31 359 218 270 MEMORIAL DR MAJOR ARTERIAL 1477 2
12 6
1750 50 31 360 219 222 MARITIME DR MAJOR ARTERIAL 755 2
12 0
1750 35 33 361 220 219 MARITIME DR MAJOR ARTERIAL 814 2
12 0
1900 35 33 362 221 220 MARITIME DR MAJOR ARTERIAL 2889 2
12 0
1900 40 33 363 221 487 HURON ST LOCAL ROADWAY 719 1
13 0
1575 35 30 364 222 249 N 8TH ST MINOR ARTERIAL 2133 2
12 0
1900 35 33 365 222 480 MARITIME DRIVE MINOR ARTERIAL 553 2
12 0
1900 30 33 366 223 476 S 10TH ST MINOR ARTERIAL 750 4
12 0
1900 35 33 367 224 223 N 10TH ST MAJOR ARTERIAL 2136 2
12 0
1900 35 33 368 225 224 N 11TH ST MINOR ARTERIAL 1278 2
12 0
1900 35 33 369 225 481 HURON ST LOCAL ROADWAY 634 1
13 0
1575 35 30 370 226 225 N 11TH ST MINOR ARTERIAL 2258 2
12 0
1900 35 30 371 226 259 SR 42 MAJOR ARTERIAL 646 2
12 0
1900 45 30 372 227 225 HURON ST LOCAL ROADWAY 1134 1
13 0
1575 35 30 373 227 228 N 8TH ST MINOR ARTERIAL 690 2
12 0
1900 30 30 374 228 530 N 8TH ST MINOR ARTERIAL 1287 2
12 0
1900 35 30 Point Beach Nuclear Plant Evacuation Time Estimate K-50 KLD Engineering, P.C.
Rev. 1
375 229 472 5 10TH ST MINOR ARTERIAL 438 1
12 0
1350 30 33 376 229 489 US 151 MAJOR ARTERIAL 1468 2
12 0
1750 35 33 377 230 229 S OTH ST MINOR ARTERIAL 604 2
12 0
1900 30 33 378 230 289 FRANKLIN ST COLLECTOR 450 2
12 0
1900 30 33 379 231 222 S 8TH ST MINOR ARTERIAL 907 2
12 0
1750 35 33 380 231 475 FRANKLIN ST COLLECTOR 520 1
12 0
1350 30 33 381 232 231 S 8TH ST MINOR ARTERIAL 601 2
12 0
1750 30 33 382 232 240 S 8TH ST MINOR ARTERIAL 627 1
12 0
1350 30 33 383 232 478 WASHINGTON ST MAJOR ARTERIAL 189 1
12 0
1350 30 33 384 233 248 S 10TH ST MINOR ARTERIAL 642 1
12 0
1575 35 33 385 234 236 US 10 COLLECTOR 693 1
12 0
1575 35 33 386 235 234 US 10 COLLECTOR 2447 1
12 4
1700 45 33 387 236 233 US 10 COLLECTOR 738 1
12 0
1575 35 33 388 237 238 SR 42 MAJOR ARTERIAL 3222 2
12 0
1900 45 29 389 238 277 SR 42 MAJOR ARTERIAL 2392 2
12 0
1900 45 29 390 239 473 S 10TH ST MINOR ARTERIAL 174 2
12 0
1900 35 33 391 239 474 MARSHALL ST COLLECTOR 151 2
12 0
1900 35 33 392 240 232 S 8TH ST MINOR ARTERIAL 627 1
12 0
1750 30 33 393 240 236 S 8TH ST MINOR ARTERIAL 1259 1
12 0
1575 35 33 394 240 471 MARSHALL ST COLLECTOR 564 1
12 0
1350 30 33 395 241 244 US 151 MAJOR ARTERIAL 1137 2
12 0
1900 35 33 396 241 245 S 21 ST COLLECTOR 636 1
12 4
1575 35 33 397 242 562 S 21ST ST COLLECTOR 430 1
12 0
1575 35 33 398 243 285 S 21ST ST MINOR ARTERIAL 986 2
12 0
1750 35 33 399 244 246 US 151 MAJOR ARTERIAL 436 2
12 0
1750 35 33 400 245 242 S 21ST ST COLLECTOR 1858 1
12 0
1575 35 33 Point Beach Nuclear Plant Evacuation Time Estimate K-51 KLD Engineering, P.C.
Rev. 1
401 245 290 MARSHALL ST COLLECTOR 1490 1
12 0
1750 35 33 402 246 290 S 26TH ST LOCAL ROADWAY 410 1
12 0
1750 35 33 403 246 291 US 151 MAJOR ARTERIAL 333 2
12 0
1750 35 33 404 246 292 CUSTER ST COLLECTOR 383 1
12 0
1575 35 33 405 247 497 S 21ST ST MINOR ARTERIAL 141 2
12 0
1900 35 33 406 247 498 FRANKLIN ST COLLECTOR 184 2
12 0
1900 35 33 407 248 493 COLUMBUS ST LOCAL ROADWAY 1442 1
12 0
1575 35 33 408 248 565 S 10TH ST MINOR ARTERIAL 2990 1
12 0
1575 35 33 409 249 224 PARK ST LOCAL ROADWAY 703 1
12 0
1350 30 33 410 249 227 N 8TH ST MINOR ARTERIAL 1189 2
12 0
1900 35 33 411 250 249 PARK ST LOCAL ROADWAY 1094 1
12 0
1350 30 33 412 251 252 MICHIGAN AVE COLLECTOR 2580 1
12 0
1575 35 30 413 251 257 N 18TH ST MINOR ARTERIAL 597 2
12 0
1900 35 30 414 251 258 N 18TH ST MINOR ARTERIAL 1765 1
12 0
1750 35 30 415 252 253 MICHIGAN AVE COLLECTOR 1687 1
12 0
1700 40 30 416 253 254 MICHIGAN AVE COLLECTOR 1090 1
12 0
1700 40 30 417 254 255 MICHIGAN AVE COLLECTOR 931 1
12 0
1700 40 30 418 255 256 MICHIGAN AVE COLLECTOR 1959 1
12 0
1750 40 29 419 256 212 CR R MAJOR ARTERIAL 1060 1
12 0
1750 40 29 420 256 267 CR R MAJOR ARTERIAL 3139 2
12 0
1750 40 29 421 256 279 MICHIGAN AVE COLLECTOR 2091 1
12 0
1700 50 29 422 257 482 REVERE DR MINOR ARTERIAL 1461 2
12 0
1900 35 33 423 258 251 N 18TH ST MINOR ARTERIAL 1765 2
12 0
1750 35 30 424 258 273 SR 42 MAJOR ARTERIAL 2482 2
12 0
1900 45 30 425 259 213 MENASHA AVE COLLECTOR 2167 1
12 0
1700 40 30 426 259 258 SR 42 MAJOR ARTERIAL 1679 2
12 0
1750 35 30 Point Beach Nuclear Plant Evacuation Time Estimate K-52 KLD Engineering, P.C.
Rev. 1
427 260 210 MENASHA AVE COLLECTOR 945 1
12 0
1750 40 29 487 300 295 US 151 MAJOR ARTERIAL 1892 2
12 0
1750 45 32 488 300 313 DEWEY ST COLLECTOR 785 2
12 0
1900 35 32 489 300 315 DEWEY ST MINOR ARTERIAL 392 2
12 0
1750 45 32 490 301 296 CUSTER ST COLLECTOR 1576 1
12 0
1750 35 32 EXIT LINK 302 8302 CUSTER COLLECTOR 527 1
12 4
1700 55 32 491 303 3
1-43 FREEWAY 7230 2
12 8
2250 70 32 492 303 304 1-43 FREEWAY 1431 2
12 8
2250 70 32 493 303 310 1-43 RAMP FREEWAY RAMP 654 1
12 4
1750 45 32 494 304 303 1-43 FREEWAY 1431 2
12 8
2250 70 32 495 304 309 1-43 RAMP FREEWAY RAMP 567 1
12 4
1750 45 32 496 304 311 1-43 FREEWAY 678 2
12 8
2250 70 32 497 305 300 US 151 MAJOR ARTERIAL 1369 2
12 0
1750 45 32 498 306 305 S 41ST ST COLLECTOR 347 1
12 0
1750 35 32 499 307 293 CUSTER ST COLLECTOR 2583 1
12 0
1575 35 32 500 307 299 S 35TH ST LOCAL ROADWAY 1706 1
12 0
1750 35 33 501 308 283 MEADOW LANE COLLECTOR 462 1
12 0
1575 35 33 502 308 307 S 35TH ST LOCAL ROADWAY 2614 1
12 0
1575 35 33 503 309 303 1-43 RAMP FREEWAY RAMP 992 1
12 8
1700 45 32 504 309 310 US 151 MAJOR ARTERIAL 673 2
12 6
1750 50 32 505 310 304 1-43 RAMP FREEWAY RAMP 882 1
12 8
1700 45 32 506 310 312 US 151 MAJOR ARTERIAL 419 2
12 6
1900 50 32 507 311 304 1-43 FREEWAY 678 2
12 8
2250 70 32 EXIT LINK 311 8311 1-43 FREEWAY 606 2
12 8
2250 70 32 Point Beach Nuclear Plant Evacuation Time Estimate K-53 KLD Engineering, P.C.
Rev. 1
EXIT LINK 312 1 8312 1 US 151 MAJOR ARTERIAL 421 1 2
12 6
1900 50 32 508 313 314 DEWEY ST COLLECTOR 728 2
12 0
1900 35 32 509 314 502 DEWEY ST COLLECTOR 600 2
12 0
1900 35 32 510 315 300 DEWEY ST MINOR ARTERIAL 392 2
12 0
1750 45 32 511 315 566 DEWEY ST MINOR ARTERIAL 2479 2
12 0
1900 45 33 EXIT LINK 316 8316 US 10 MINOR ARTERIAL 706 1
12 8
1700 65 24 512 317 171 SR 147 MINOR ARTERIAL 3675 1
16 0
1700 40 27 513 318 143 CR VV COLLECTOR 2603 1
12 4
1700 40 27 514 319 318 BELLVUE PL LOCAL ROADWAY 925 1
12 0
1575 35 27 515 320 321 CR B COLLECTOR 1275 1
12 0
1700 50 14 516 321 322 CR B COLLECTOR 1814 1
12 0
1700 60 14 517 322 323 CR B COLLECTOR 1685 1
12 0
1700 45 14 518 323 324 CR B COLLECTOR 2854 1
12 0
1700 55 10 519 324 47 CR J COLLECTOR 12354 1
12 0
1700 65 10 520 324 325 CR J COLLECTOR 887 1
12 4
1700 60 10 521 325 324 CRJ COLLECTOR 887 1
12 0
1700 65 10 522 325 326 CR J COLLECTOR 13377 1
12 0
1700 60 11 523 325 332 CR B COLLECTOR 3941 1
12 0
1700 60 10 524 326 325 CR J COLLECTOR 13377 1
12 0
1700 60 11 525 326 327 SR 42 MINOR ARTERIAL 9705 1
12 8
1700 65 11 526 327 328 SR 42 MINOR ARTERIAL 2074 1
12 8
1700 50 11 527 328 350 CR C COLLECTOR 2557 1
12 4
1700 55 11 528 328 361 SR 42 MINOR ARTERIAL 2976 1
12 8
1700 65 11 529 329 340 SR 29 MINOR ARTERIAL 2299 1
12 4
1700 45 11 Point Beach Nuclear Plant Evacuation Time Estimate K-54 KLD Engineering, P.C.
Rev. 1
50 1329 440 1SR 29 MINOR ARTERIAL 2940 1 1
12 6
1700 60 11 530 330 331 S3R 29 MINOR ARTERIAL 2940 1
12 6
1700 60 11 532 330 440 SR 29 MINOR ARTERIAL 1658 1
12 6
1700 40 11 533 331 330 SR 29 MINOR ARTERIAL 14977 1
12 6
1700 65 11 534 331 339 CR B COLLECTOR 5365 1
12 0
1700 65 10 535 331 439 SR 29 MINOR ARTERIAL 15962 1
12 6
1700 65 10 536 332 333 CR B COLLECTOR 2279 1
12 0
1700 50 10 537 333 334 CR B COLLECTOR 1830 1
12 0
1700 50 10 538 334 331 CR B COLLECTOR 9700 1
12 0
1700 65 10 539 335 342 1ST ST LOCAL ROADWAY 1545 1
12 0
1575 35 11 540 335 345 LINCOLN ST COLLECTOR 2223 1
12 0
1575 35 11 541 336 335 1ST ST LOCAL ROADWAY 2123 1
12 0
1575 35 11 542 337 338 SR 29 MINOR ARTERIAL 2180 1
12 4
1700 40 7
543 337 400 SR 42 MINOR ARTERIAL 768 1
12 4
1350 30 7
544 338 337 SR 29 MINOR ARTERIAL 2180 1
12 4
1700 40 7
545 338 396 SR 29 MINOR ARTERIAL 1393 1
12 4
1700 40 7
546 338 444 1ST ST LOCAL ROADWAY 815 1
10 0
1125 25 7
547 339 368 CR F COLLECTOR 9323 1
12 0
1700 60 7
548 339 369 CR B COLLECTOR 9928 1
12 0
1700 65 6
549 340 329 SR 29 MINOR ARTERIAL 2299 1
12 4
1700 45 11 550 340 395 CENTER ST LOCAL ROADWAY 2286 1
12 0
1575 35 11 551 340 441 SR 29 MINOR ARTERIAL 1014 1
12 4
1700 45 7
552 341 337 SR 42 MINOR ARTERIAL 1080 1
12 0
1700 40 7
553 341 342 CENTER ST LOCAL ROADWAY 2283 1
12 0
1575 35 11 554 342 338 1ST ST LOCAL ROADWAY 1083 1
12 0
1575 35 7
555 342 341 CENTER ST LOCAL ROADWAY 2283 1
12 0
1575 35 11 Point Beach Nuclear Plant Evacuation Time Estimate K-55 KLD Engineering, P.C.
Rev. 1
556 342 395 CENTER ST LOCAL ROADWAY 1351 1
12 0
1575 35 11 557 345 335 LINCOLN ST COLLECTOR 2223 1
12 0
1575 35 11 558 345 341 SR 42 MINOR ARTERIAL 1545 1
12 0
1700 40 11 559 346 345 SR 42 MINOR ARTERIAL 1461 1
12 0
1700 40 11 560 347 346 SR 42 MINOR ARTERIAL 3350 1
12 8
1700 60 11 561 348 347 SR 42 MINOR ARTERIAL 4656 1
12 8
1700 60 11 562 349 329 CR C COLLECTOR 3167 1
12 4
1700 55 11 563 350 349 CR C COLLECTOR 2608 1
12 4
1700 55 11 564 351 356 CR AB COLLECTOR 665 1
12 4
1700 55 5
565 353 553 CR AB COLLECTOR 5360 1
12 4
1750 35 1
566 354 353 CR AB COLLECTOR 10552 1
12 4
1700 55 5
567 354 355 CR N COLLECTOR 10480 1
12 0
1700 65 5
568 355 359 CR N COLLECTOR 951 1
12 0
1700 65 5
569 356 357 CR AB COLLECTOR 3946 1
12 4
1700 60 5
570 357 358 CR AB COLLECTOR 1262 1
12 4
1700 55 5
571 358 354 CR AB COLLECTOR 2053 1
12 4
1700 60 5
EXIT LINK 359 8359 CR N COLLECTOR 1260 1
12 0
1700 65 5
572 360 52 CR T COLLECTOR 881 1
12 0
1575 35 12 573 360 436 CR T COLLECTOR 2197 1
12 0
1700 55 12 574 361 336 HOSPITAL RD LOCAL ROADWAY 6948 1
12 0
1700 50 11 575 361 348 SR 42 MINOR ARTERIAL 2154 1
12 8
1700 65 11 576 362 363 CR C COLLECTOR 1869 1
12 0
1700 50 7
577 363 364 CR C COLLECTOR 1806 1
12 0
1700 55 7
578 364 365 CR C COLLECTOR 3796 1
12 0
1700 55 7
579 365 366 CR F COLLECTOR 2524 1
12 0
1700 50 7
Point Beach Nuclear Plant Evacuation Time Estimate K-56 KLD Engineering, P.C.
Rev. 1
580 365 394 CR C COLLECTOR 3082 1
12 0
1700 60 7
581 366 365 CRF COLLECTOR 2524 1
12 0
1700 50 7
582 366 367 CR F COLLECTOR 1226 1
12 0
1700 50 11 583 367 366 CR F COLLECTOR 1241 1
12 0
1700 50 11 584 367 368 CR F COLLECTOR 1336 1
12 0
1700 50 7
585 368 339 CR F COLLECTOR 9323 1
12 0
1700 60 7
586 368 367 CR F COLLECTOR 1326 1
12 0
1700 50 7
587 369 370 CR B COLLECTOR 1100 1
12 0
1700 55 6
588 370 371 CR B COLLECTOR 2350 1
12 0
1700 60 6
589 371 386 CR B COLLECTOR 1338 1
12 0
1700 55 6
590 372 387 CR C COLLECTOR 6677 1
12 4
1700 65 6
591 373 392 CR C COLLECTOR 2549 1
12 3
1700 55 6
592 373 393 CR A COLLECTOR 2050 1
12 4
1700 55 6
593 374 375 CR A COLLECTOR 2020 1
12 4
1700 55 6
594 375 376 CRA COLLECTOR 2519 1
12 4
1700 55 6
595 376 377 CR A COLLECTOR 2595 1
12 4
1700 55 6
596 377 378 CR A COLLECTOR 1748 1
12 4
1700 55 6
597 378 379 CR A COLLECTOR 2345 1
12 4
1700 55 2
598 379 380 CR A COLLECTOR 1636 1
12 4
1700 55 2
599 380 353 CR A COLLECTOR 11196 1
12 4
1700 55 1
600 381 382 CR F COLLECTOR 2645 1
12 0
1700 55 7
601 381 384 CR C COLLECTOR 4468 1
12 4
1700 50 7
602 382 381 CR F COLLECTOR 2669 1
12 0
1700 55 7
603 382 383 CR F COLLECTOR 1445 1
12 0
1700 50 7
604 383 382 CR F COLLECTOR 1388 1
12 0
1700 50 7
428 260 265 MENASHA AVE COLLECTOR 3026 1
12 0
1700 40 29 Point Beach Nuclear Plant Evacuation Time Estimate K-57 KLD Engineering, P.C.
Rev. 1
429 261 211 WILDWOOD DR LOCAL ROADWAY 1305 1
12 0
1575 35 29 430 262 260 KELLNER ST LOCAL ROADWAY 1106 1
12 0
1575 35 29 431 263 212 SR 42 MAJOR ARTERIAL 3346 2
12 0
1750 45 30 432 264 263 FLEETWOOD DR LOCAL ROADWAY 850 1
12 0
1575 35 30 433 265 260 MENASHA AVE COLLECTOR 3026 1
12 0
1700 40 29 434 265 274 MENASHA AVE COLLECTOR 4688 1
12 0
1700 40 30 435 266 265 PLATT ST LOCAL ROADWAY 880 1
12 0
1350 30 29 436 267 464 CR R MAJOR ARTERIAL 530 2
12 0
1900 40 32 437 268 514 CR Q COLLECTOR 6297 1
12 4
1700 60 30 438 269 214 CR B COLLECTOR 2005 1
12 0
1750 40 30 439 269 270 E REED AVE COLLECTOR 5470 1
12 0
1750 35 31 440 270 269 E REED AVE COLLECTOR 5469 1
12 0
1750 35 31 441 270 576 MEMORIAL DR MAJOR ARTERIAL 1934 2
12 6
1900 45 31 442 271 269 REED AVE LOCAL ROADWAY 688 1
12 0
1750 35 30 443 272 226 N 11TH ST COLLECTOR 852 1
12 0
1750 35 30 444 273 252 N 23RD ST LOCAL ROADWAY 1203 1
12 0
1350 30 30 445 273 263 SR 42 MAJOR ARTERIAL 2114 2
12 0
1900 45 30 446 274 213 MENASHA AVE COLLECTOR 2799 1
12 0
1700 40 30 447 274 265 MENASHA AVE COLLECTOR 4688 1
12 0
1700 40 30 448 274 273 N 23RD ST LOCAL ROADWAY 2546 1
12 0
1350 30 30 449 275 5
1-43 RAMP FREEWAY RAMP 669 1
12 8
1700 45 29 450 275 276 SR 42 MAJOR ARTERIAL 674 2
12 0
1900 45 29 451 276 4
1-43 RAMP FREEWAY RAMP 619 1
12 8
1700 45 29 452 276 531 SR 42 MAJOR ARTERIAL 603 2
12 0
1900 45 29 453 277 275 SR 42 MAJOR ARTERIAL 1012 2
12 0
1900 45 29 454 278 277 MICHIGAN AVE COLLECTOR 2474 1
12 0
1700 50 29 Point Beach Nuclear Plant Evacuation Time Estimate K-58 KLD Engineering, P.C.
Rev. 1
455 279 278 MICHIGAN AVE COLLECTOR 2540 1
12 0
1700 50 29 EXIT LINK 280 8280 SR 42 MAJOR ARTERIAL 569 1
12 0
1700 45 29 456 281 278 WHITEWATER DR LOCAL ROADWAY 4227 1
12 4
1575 35 29 457 282 267 BROADWAY ST COLLECTOR 1434 1
12 0
1750 40 32 458 283 286 BROADWAY ST COLLECTOR 540 1
12 0
1575 35 33 459 284 285 WESTERN AVE COLLECTOR 1543 1
12 0
1750 35 33 460 284 308 MEADOW LANE COLLECTOR 2841 1
12 0
1575 35 33 461 284 435 S 26TH ST LOCAL ROADWAY 1680 1
12 0
1575 35 33 462 285 287 WESTERN AVE COLLECTOR 1378 1
12 0
1575 35 33 463 285 496 S 21ST ST MINOR ARTERIAL 940 2
12 0
1900 35 33 464 285 515 WESTERN AVE COLLECTOR 1277 2
12 0
1900 35 33 465 286 282 BROADWAY ST COLLECTOR 563 1
12 0
1575 35 33 466 287 285 WESTERN AVE COLLECTOR 1378 1
12 0
1750 35 33 467 287 491 CLARK ST COLLECTOR 970 1
12 4
1575 35 33 468 288 289 S WATER ST COLLECTOR 944 1
12 0
1575 35 33 469 288 491 CLARK ST COLLECTOR 281 1
12 4
1575 35 33 470 289 288 S WATER ST COLLECTOR 944 1
12 0
1575 35 33 471 289 492 FRANKLIN ST COLLECTOR 1009 1
12 4
1700 40 33 472 290 291 MARSHALL ST COLLECTOR 206 3
12 0
1750 35 33 473 290 570 S 26TH ST LOCAL ROADWAY 2337 1
12 0
1700 40 33 474 291 292 CUSTER ST COLLECTOR 358 1
12 0
1575 35 33 475 291 294 US 151 MAJOR ARTERIAL 1314 2
12 0
1750 45 33 476 292 574 CUSTER ST COLLECTOR 941 1
12 0
1575 35 33 477 293 301 CUSTER ST COLLECTOR 1063 1
12 0
1575 35 32 478 294 499 S 30TH ST COLLECTOR 3146 1
12 0
1700 40 33 Point Beach Nuclear Plant Evacuation Time Estimate K-59 KLD Engineering, P.C.
Rev. 1
479 294 500 US 151 MAJOR ARTERIAL 983 2
12 0
1750 45 33 480 295 309 US 151 MAJOR ARTERIAL 858 2
12 6
1750 50 32 481 296 302 CUSTER ST COLLECTOR 5440 1
12 4
1700 50 32 482 296 466 CR R MAJOR ARTERIAL 1230 2
12 0
1750 45 32 483 297 468 CR R MAJOR ARTERIAL 1422 2
12 0
1900 45 32 484 298 465 CR R MAJOR ARTERIAL 1993 1
12 4
1700 50 32 485 299 305 US 151 MAJOR ARTERIAL 2972 2
12 0
1750 45 33 486 299 566 S 35TH ST LOCAL ROADWAY 3646 1
12 0
1700 40 33 765 513 512 SR 310/CR Q ROUNDABOUT MINOR ARTERIAL 106 1
12 0
900 20 26 766 514 213 CR Q COLLECTOR 1945 1
12 4
1700 45 30 767 515 284 WESTERN AVE COLLECTOR 266 1
12 0
1575 35 33 768 516 214 SR 42 MAJOR ARTERIAL 3618 2
12 0
1750 45 30 769 517 217 MEMORIAL DR MAJOR ARTERIAL 313 2
12 0
1900 35 31 770 517 516 MEMORIAL DR MAJOR ARTERIAL 628 2
12 0
1900 45 31 771 518 197 TAYLOR ST LOCAL ROADWAY 1129 1
12 0
1750 35 31 772 519 191 12TH ST LOCAL ROADWAY 2146 1
12 0
1350 30 27 773 519 520 LOWELL ST LOCAL ROADWAY 1768 1
12 0
1350 30 27 774 520 181 ROOSEVELT AVE LOCAL ROADWAY 275 1
12 0
1350 30 27 775 521 176 17TH ST LOCAL ROADWAY 410 1
12 0
1750 30 27 776 522 179 14TH ST LOCAL ROADWAY 316 1
12 0
1750 30 27 777 523 526 SR 310/CR B ROUNDABOUT MINOR ARTERIAL 162 1
12 0
900 20 26 778 524 523 SR 310/CR B ROUNDABOUT MINOR ARTERIAL 161 1
12 0
900 20 26 779 525 551 CR B COLLECTOR 3453 1
12 0
1700 60 26 780 526 511 SR 310 MINOR ARTERIAL 4611 1
12 4
1700 60 26 781 526 525 SR 310/CR B ROUNDABOUT MINOR ARTERIAL 147 1
12 0
900 20 26 782 527 152 SR 310 MINOR ARTERIAL 2132 2
12 4
1900 60 25 Point Beach Nuclear Plant Evacuation Time Estimate K-60 KLD Engineering, P.C.
Rev. 1
783 528 529 1 SIR 310 MINOR ARTERIAL 1704 1 1
12 4
1700 60 25 784 529 151 SR 310 MINOR ARTERIAL 1846 1
12 4
1700 55 25 785 530 214 N 8TH ST MINOR ARTERIAL 302 1
12 0
1750 35 30 786 531 280 SR 42 MAJOR ARTERIAL 399 1
12 0
1700 45 29 787 532 202 CR 0 COLLECTOR 1944 1
12 0
1700 40 23 788 533 72 CR Z COLLECTOR 1660 1
12 3
1700 40 16 789 534 114 CR Z COLLECTOR 7414 1
12 3
1700 65 16 790 535 26 CR AB COLLECTOR 12508 1
12 0
1700 60 14 791 535 32 CR AB COLLECTOR 500 1
12 0
1700 50 14 792 536 33 CR AB COLLECTOR 9892 1
12 0
1700 60 14 793 537 31 CR G COLLECTOR 348 1
12 0
1700 50 14 794 537 32 CR G COLLECTOR 2444 1
12 0
1700 60 14 795 538 31 CR G COLLECTOR 367 1
12 0
1700 50 14 796 539 110 CR V COLLECTOR 4701 1
12 0
1700 40 22 797 540 108 CR B COLLECTOR 9704 1
12 0
1700 65 22 798 541 176 WASHINGTON ST MAJOR ARTERIAL 340 2
12 0
1750 35 27 799 541 543 18TH ST LOCAL ROADWAY 866 1
12 0
1350 30 27 800 542 172 MONROE ST LOCAL ROADWAY 346 1
12 0
1750 35 27 801 542 176 17TH ST LOCAL ROADWAY 865 1
12 0
1750 30 27 802 543 541 18TH ST LOCAL ROADWAY 866 1
12 0
1750 30 27 803 543 542 MONROE ST LOCAL ROADWAY 336 1
12 0
1575 35 27 605 383 410 CR F COLLECTOR 4897 1
12 0
1700 55 7
606 384 385 CR C COLLECTOR 3272 1
12 4
1700 50 7
607 385 372 CR C COLLECTOR 2597 1
12 4
1700 60 7
608 386 372 CR B COLLECTOR 3372 1
12 0
1700 60 7
609 387 373 CR C COLLECTOR 1209 1
12 4
1700 50 6
Point Beach Nuclear Plant Evacuation Time Estimate K-61 KLD Engineering, P.C.
Rev. 1
610 388 431 SR 54 MINOR ARTERIAL 1231 1
12 0
1700 40 2
611 388 559 SR 54 MINOR ARTERIAL 3844 1
12 4
1700 60 2
612 389 448 CR C COLLECTOR 2136 1
12 0
1700 50 2
613 390 389 CR C COLLECTOR 1919 1
12 0
1700 40 2
614 391 390 CR C COLLECTOR 2066 1
12 0
1700 40 2
615 392 391 CR C COLLECTOR 4036 1
12 0
1700 55 2
616 393 374 CR A COLLECTOR 2010 1
12 4
1700 55 6
617 394 381 CR C COLLECTOR 3752 1
12 0
1700 55 7
618 395 340 CENTER ST LOCAL ROADWAY 2286 1
12 0
1575 35 11 619 395 342 CENTER ST LOCAL ROADWAY 1351 1
12 0
1575 35 11 620 395 396 3RD ST LOCAL ROADWAY 1078 1
12 0
1350 30 7
621 396 338 SR 29 MINOR ARTERIAL 1393 1
12 4
1700 40 7
622 396 442 SR 29 MINOR ARTERIAL 1221 1
12 4
1700 40 7
623 398 405 CR E COLLECTOR 4070 1
11 0
1700 40 7
624 399 398 CR E COLLECTOR 1384 1
11 0
1700 40 7
625 399 400 MILLER ST LOCAL ROADWAY 966 1
12 4
1350 30 7
626 399 444 MILLER ST LOCAL ROADWAY 1133 1
12 4
1350 30 7
627 400 399 MILLER ST LOCAL ROADWAY 966 1
12 4
1350 30 7
628 400 401 SR 42 MINOR ARTERIAL 1667 1
12 4
1700 40 7
629 401 402 SR 42 MINOR ARTERIAL 1316 1
12 4
1700 45 7
630 402 443 SR 42 MINOR ARTERIAL 3567 1
12 4
1700 55 7
631 403 423 SR 42 MINOR ARTERIAL 9916 1
12 4
1700 65 3
632 404 403 SR 42 MINOR ARTERIAL 9186 1
12 4
1700 65 7
633 404 410 CR F COLLECTOR 10895 1
12 0
1700 60 7
634 405 406 CR E COLLECTOR 2214 1
11 0
1700 45 7
635 406 407 CR E COLLECTOR 611 1
11 0
1125 25 7
Point Beach Nuclear Plant Evacuation Time Estimate K-62 KLD Engineering, P.C.
Rev. 1
636 407 408 CR E COLLECTOR 1942 1
11 0
1700 55 7
637 408 409 CR E COLLECTOR 2588 1
12 4
1700 55 7
638 409 410 CR E COLLECTOR 2281 1
12 4
1700 60 7
639 410 383 CR F COLLECTOR 4897 1
12 0
1700 55 7
640 410 404 CR F COLLECTOR 10895 1
12 0
1700 60 7
641 410 411 CR E COLLECTOR 3762 1
12 3
1700 55 7
642 411 412 CR E COLLECTOR 2257 1
12 3
1700 55 7
643 412 413 CR E COLLECTOR 2208 1
12 3
1700 55 7
644 413 414 CR E COLLECTOR 750 1
12 4
1700 40 7
645 414 415 CR E COLLECTOR 4834 1
12 3
1700 60 7
646 415 418 CR 0 COLLECTOR 12455 1
12 0
1700 55 7
647 415 445 CR E COLLECTOR 4768 1
14 0
1700 60 7
648 416 447 CR E COLLECTOR 3939 1
14 0
1700 65 7
649 417 420 CR E COLLECTOR 1047 1
12 3
1700 45 3
650 418 415 CR 0 COLLECTOR 12455 1
12 0
1700 55 7
651 418 419 CR 0 COLLECTOR 1508 1
12 0
1700 55 7
652 419 403 CR 0 COLLECTOR 2416 1
12 0
1700 55 7
653 420 421 CR E COLLECTOR 1200 1
12 3
1700 40 2
654 421 422 CR E COLLECTOR 4611 1
12 3
1700 65 2
655 422 432 SR 54 MINOR ARTERIAL 5586 1
12 4
1700 65 2
656 422 433 SR 54 MINOR ARTERIAL 529 1
12 4
1700 65 2
657 423 424 CR D COLLECTOR 1605 1
12 4
1700 50 3
658 423 427 SR 42 MINOR ARTERIAL 3237 1
12 4
1700 55 3
659 424 426 CR D COLLECTOR 1746 1
12 4
1700 50 3
660 425 2
CR D COLLECTOR 2306 1
12 4
1700 60 3
661 426 425 CR D COLLECTOR 1929 1
12 4
1700 50 3
Point Beach Nuclear Plant Evacuation Time Estimate K-63 KLD Engineering, P.C.
Rev. 1
662 427 428 SR 42 MINOR ARTERIAL 1884 1
12 4
1700 55 4
663 428 429 SR42 MINOR ARTERIAL 3604 1
12 4
1700 55 4
664 429 430 SR 42 MINOR ARTERIAL 2260 1
12 4
1700 55 4
EXIT LINK 430 8430 SR 42 MINOR ARTERIAL 523 1
12 4
1700 55 4
665 431 388 SR 54 MINOR ARTERIAL 1231 1
12 0
1700 40 2
666 431 432 SR 54 MINOR ARTERIAL 1067 1
12 4
1700 55 2
667 432 422 SR 54 MINOR ARTERIAL 5586 1
12 4
1700 65 2
668 432 431 SR 54 MINOR ARTERIAL 1067 1
12 4
1700 55 2
EXIT LINK 433 8433 SR 54 MINOR ARTERIAL 445 1
12 4
1700 65 2
669 435 544 S 26TH ST LOCAL ROADWAY 722 1
12 0
1575 35 33 670 436 51 CR T COLLECTOR 3254 1
12 4
1575 35 12 671 436 360 CR T COLLECTOR 2197 1
12 0
1700 55 12 672 437 60 CR T COLLECTOR 1164 1
12 4
1700 40 12 673 437 438 LANGES CORNER RD LOCAL ROADWAY 476 1
12 0
1700 40 12 674 438 56 LANGES CORNER RD COLLECTOR 4171 1
12 4
1700 60 12 675 439 46 SR 29 MINOR ARTERIAL 5366 1
12 6
1700 50 10 676 440 329 SR 29 MINOR ARTERIAL 2940 1
12 6
1700 60 11 677 440 330 SR 29 MINOR ARTERIAL 1666 1
12 6
1700 40 11 678 441 362 FRANKLIN RD LOCAL ROADWAY 304 1
12 4
1350 30 7
679 441 442 SR 29 MINOR ARTERIAL 482 1
12 4
1700 40 7
680 442 362 CR C LOCAL ROADWAY 511 1
12 0
1350 30 7
681 442 396 SR 29 MINOR ARTERIAL 1221 1
12 4
1700 40 7
682 443 404 SR 42 MINOR ARTERIAL 3473 1
12 4
1700 65 7
683 444 398 1ST ST LOCAL ROADWAY 754 1
10 0
1125 25 7
K-64 KLD Engineering, P.C.
Point Beach Nuclear Plant Evacuation Time Estimate K-64 KLD Engineering, P.C.
Rev. 1
684 444 399 MILLER ST LOCAL ROADWAY 1133 1
12 4
1350 30 7
685 445 416 CR E COLLECTOR 756 1
14 0
1700 40 7
686 446 417 CR E COLLECTOR 3522 1
14 0
1700 65 3
687 447 446 CR E COLLECTOR 2044 1
14 0
1700 50 3
688 448 388 CR C COLLECTOR 4430 1
12 0
1700 40 2
689 449 455 SR 42 MINOR ARTERIAL 4559 1
12 4
1700 55 27 690 450 449 EGGERS DR LOCAL ROADWAY 489 1
12 0
1350 30 27 TWO RIVERS HIGH SCHOOL 691 451 449 DRIVEWAY LOCAL ROADWAY 496 1
12 0
1350 30 27 692 452 169 SR 42 MINOR ARTERIAL 2617 1
12 0
1575 35 27 693 453 452 30TH ST COLLECTOR 830 1
12 0
1575 35 27 694 454 453 RIVERVIEW DR COLLECTOR 1447 1
12 0
1700 40 27 695 455 452 SR 42 MINOR ARTERIAL 2045 1
12 0
1575 35 27 696 456 192 CR 0 COLLECTOR 457 1
12 0
1350 30 27 697 457 177 EAST ST LOCAL ROADWAY 777 1
12 0
1350 30 27 698 458 167 CR R COLLECTOR 4086 1
12 4
1700 50 21 699 458 459 CR R COLLECTOR 4752 1
12 4
1700 60 21 700 459 130 CR R COLLECTOR 2890 1
12 4
1750 55 21 701 459 458 CR R COLLECTOR 4739 1
12 4
1700 60 21 702 460 59 ZANDER ST COLLECTOR 4838 1
12 0
1700 45 17 703 461 58 CR T COLLECTOR 9144 1
12 0
1700 65 16 704 461 72 CR T COLLECTOR 4112 1
12 0
1700 40 16 705 462 72 CR T COLLECTOR 2661 1
12 0
1700 40 16 706 462 93 CR T COLLECTOR 8908 1
12 0
1700 65 20 707 463 95 CR T COLLECTOR 7520 1
12 0
1700 65 20 708 464 298 CR R MAJOR ARTERIAL 1839 1
12 4
1700 50 32 Point Beach Nuclear Plant Evacuation Time Estimate K-65 KLD Engineering, P.C.
Rev. 1
709 465 296 CR R MAJOR ARTERIAL 960 2
12 0
1750 45 32 710 466 297 CR R MAJOR ARTERIAL 1198 2
12 0
1750 45 32 711 467 466 EXPO DR COLLECTOR 830 1
12 4
1750 35 32 712 468 295 CR R MINOR ARTERIAL 120 1
12 0
1750 45 32 713 470 295 FRONTAGE ROAD COLLECTOR 253 1
12 4
1750 35 32 714 471 239 MARSHALL ST COLLECTOR 164 2
12 0
1750 30 33 715 472 239 S 1OTH ST MINOR ARTERIAL 185 2
12 0
1750 30 33 716 473 233 S 10TH ST MINOR ARTERIAL 1096 1
12 0
1575 35 33 717 474 490 MARSHALL ST COLLECTOR 1329 1
12 0
1575 35 33 718 475 230 FRANKLIN ST COLLECTOR 200 2
12 0
1750 30 33 719 476 230 S 1OTH ST MINOR ARTERIAL 153 3
12 0
1750 40 33 720 477 232 WASHINGTON ST LOCAL ROADWAY 325 2
12 0
1750 30 33 721 478 229 WASHINGTON ST MAJOR ARTERIAL 538 2
12 0
1750 30 33 722 479 231 FRANKLIN ST LOCAL ROADWAY 751 1
12 0
1750 30 33 723 480 223 MARITIME DRIVE MINOR ARTERIAL 158 1
12 0
1350 30 33 724 481 251 MICHIGAN AVE COLLECTOR 1686 1
12 0
1750 35 30 725 481 483 SPRING ST COLLECTOR 915 1
12 0
1700 40 30 726 482 243 S 21ST ST MINOR ARTERIAL 830 2
12 0
1900 35 33 727 483 484 SPRING ST COLLECTOR 731 1
12 0
1700 40 30 728 484 485 SPRING ST COLLECTOR 657 1
12 0
1700 40 33 729 485 486 SPRING ST COLLECTOR 408 1
12 0
1350 30 33 730 486 482 SPRING ST COLLECTOR 527 1
12 0
1125 25 33 731 487 227 HURON ST LOCAL ROADWAY 1458 1
13 0
1575 35 30 732 488 487 N 4TH ST LOCAL ROADWAY 514 1
12 0
1350 30 30 733 489 241 US 151 MAJOR ARTERIAL 2191 2
12 0
1750 35 33 734 489 490 S 14TH ST LOCAL ROADWAY 607 1
12 0
1350 30 33 Point Beach Nuclear Plant Evacuation Time Estimate K-66 KLD Engineering, P.C.
Rev. 1
735 490 245 MARSHALL ST COLLECTOR 2187 1
12 0
1575 35 33 736 490 493 S 14TH ST LOCAL ROADWAY 1924 1
12 0
1350 30 33 737 491 287 CLARK ST COLLECTOR 971 1
12 4
1575 35 33 738 491 288 CLARK ST COLLECTOR 281 1
12 4
1575 35 33 739 491 492 S 14TH ST LOCAL ROADWAY 583 1
12 0
1350 30 33 740 492 489 S 14TH ST LOCAL ROADWAY 638 1
12 0
1750 30 33 741 492 495 FRANKLIN ST COLLECTOR 1979 1
12 0
1575 35 33 742 493 242 COLUMBUS ST LOCAL ROADWAY 2247 1
12 0
1575 35 33 743 493 567 S 14TH ST LOCAL ROADWAY 2994 1
12 0
1575 35 33 744 495 247 FRANKLIN ST COLLECTOR 220 2
12 0
1750 35 33 745 496 247 S 21ST ST MINOR ARTERIAL 143 3
12 0
1750 35 33 746 497 241 S 21ST ST MINOR ARTERIAL 520 1
12 0
1750 35 33 747 498 435 FRANKLIN ST COLLECTOR 1314 1
12 0
1575 35 33 748 499 573 S 30TH ST COLLECTOR 778 1
12 0
1700 40 33 749 500 299 US 151 MAJOR ARTERIAL 711 2
12 0
1750 45 33 750 501 500 PLAZA DRIVEWAY LOCAL ROADWAY 539 1
12 0
1750 30 33 751 502 297 DEWEY ST COLLECTOR 305 1
12 0
1750 35 32 752 503 504 SR 310/CR R ROUNDABOUT MINOR ARTERIAL 157 1
12 0
900 20 25 753 504 505 SR 310/CR R ROUNDABOUT MINOR ARTERIAL 165 1
12 0
900 20 25 754 505 147 SR 310/CR R ROUNDABOUT MINOR ARTERIAL 167 1
12 0
900 20 25 755 505 527 SR 310 MINOR ARTERIAL 3631 1
12 4
1700 60 25 756 506 59 CR R COLLECTOR 2777 1
12 4
1700 60 17 757 506 88 CR R COLLECTOR 4737 1
12 4
1700 60 17 758 507 509 CR KB COLLECTOR 5020 1
12 4
1700 55 12 759 508 40 CR P COLLECTOR 2833 1
12 4
1700 65 12 760 509 42 CR KB COLLECTOR 2740 1
12 4
1700 45 12 Point Beach Nuclear Plant Evacuation Time Estimate K-67 KLD Engineering, P.C.
Rev. 1
761 510 34 CR KB COLLECTOR 1588 1
12 0
1700 50 13 762 511 154 SR 310/CR Q ROUNDABOUT MINOR ARTERIAL 103 1
12 0
900 20 26 763 512 550 CR Q COLLECTOR 1296 1
12 4
1700 65 26 764 513 503 SR 310 MINOR ARTERIAL 7577 1
12 4
1700 60 25 804 544 246 S 26TH ST LOCAL ROADWAY 111 2
12 0
1750 35 33 805 545 351 CR AB COLLECTOR 8235 1
12 4
1700 60 5
806 546 545 CR AB COLLECTOR 4838 1
12 4
1700 60 5
807 547 69 SR 29 MINOR ARTERIAL 2622 1
12 4
1700 65 9
808 548 547 SR 29 MINOR ARTERIAL 2329 1
12 4
1700 65 9
809 549 548 SR 29 MINOR ARTERIAL 2946 1
12 4
1700 65 9
810 550 268 CR Q COLLECTOR 5924 1
12 4
1700 65 26 811 551 216 CR B COLLECTOR 5666 1
12 0
1700 60 26 812 552 161 CR DD COLLECTOR 6259 1
12 4
1700 45 31 813 553 554 SR 54 MINOR ARTERIAL 1891 1
12 4
1575 35 1
814 553 560 SR 54 MINOR ARTERIAL 1834 1
12 4
1575 35 1
815 553 561 CR AB COLLECTOR 1461 1
12 4
1575 35 1
816 554 553 SR 54 MINOR ARTERIAL 1891 1
12 4
1750 35 1
817 554 555 SR 54 MINOR ARTERIAL 1419 1
12 4
1575 35 1
818 555 554 SR 54 MINOR ARTERIAL 1419 1
12 4
1575 35 1
819 555 556 SR 54 MINOR ARTERIAL 2674 1
12 4
1700 60 1
820 556 555 SR 54 MINOR ARTERIAL 2674 1
12 4
1700 60 1
821 556 557 SR 54 MINOR ARTERIAL 2297 1
12 4
1700 60 1
822 557 556 SR 54 MINOR ARTERIAL 2297 1
12 4
1700 60 1
823 557 558 SR 54 MINOR ARTERIAL 10465 1
12 4
1700 60 2
824 558 557 SR 54 MINOR ARTERIAL 10465 1
12 4
1700 60 2
825 558 559 SR 54 MINOR ARTERIAL 1344 1
12 4
1700 60 2
Point Beach Nuclear Plant Evacuation Time Estimate K-68 KLD Engineering, P.C.
Rev. 1
826 559 388 SR 54 MINOR ARTERIAL 3844 1
12 4
1700 60 2
827 559 558 SR 54 MINOR ARTERIAL 1344 1
12 4
1700 60 2
828 560 553 SR 54 MINOR ARTERIAL 1834 1
12 4
1750 35 1
EXIT LINK 560 8560 SR 54 MINOR ARTERIAL 1516 1
12 4
1575 35 1
EXIT LINK 561 8561 CR AB COLLECTOR 1151 1
12 4
1575 35 1
829 562 563 DIVISION ST COLLECTOR 690 1
12 0
1575 35 33 830 563 564 S 23RD ST LOCAL ROADWAY 2667 1
12 0
1700 40 33 831 563 570 DIVISION ST COLLECTOR 865 1
12 0
1575 35 33 832 564 571 DEWEY ST MINOR ARTERIAL 896 2
12 0
1900 45 33 833 564 575 DEWEY ST MINOR ARTERIAL 1448 2
12 0
1900 45 33 834 565 567 DEWEY ST MINOR ARTERIAL 1440 1
12 0
1700 45 33 835 565 568 S 10TH ST MINOR ARTERIAL 384 1
12 0
1575 35 33 836 566 315 DEWEY ST MINOR ARTERIAL 2479 2
12 0
1750 45 33 837 566 572 DEWEY ST MINOR ARTERIAL 890 2
12 0
1750 45 33 838 567 565 DEWEY ST MINOR ARTERIAL 1440 1
12 0
1700 45 33 839 567 575 DEWEY ST MINOR ARTERIAL 1429 1
12 0
1700 45 33 EXIT LINK 568 8568 S 10TH ST MINOR ARTERIAL 338 1
12 0
1575 35 33 840 569 315 S 42 ST COLLECTOR 247 2
12 4
1750 45 32 841 570 571 S 26TH ST LOCAL ROADWAY 2625 1
12 0
1700 40 33 842 571 564 DEWEY ST MINOR ARTERIAL 896 2
12 0
1900 45 33 843 571 572 DEWEY ST MINOR ARTERIAL 1788 2
12 0
1750 45 33 844 572 566 DEWEY ST MINOR ARTERIAL 890 2
12 0
1900 45 33 845 572 571 DEWEY ST MINOR ARTERIAL 1788 2
12 0
1900 45 33 Point Beach Nuclear Plant Evacuation Time Estimate K-69 KLD Engineering, P.C.
Rev. I
846 573 572 S 30TH ST COLLECTOR 702 1
12 0
1750 40 33 847 574 294 S 30TH ST COLLECTOR 823 1
12 0
1750 40 33 848 574 307 CUSTER ST COLLECTOR 1443 1
12 0
1575 35 33 849 575 564 DEWEY ST MINOR ARTERIAL 1448 2
12 0
1900 45 33 850 575 567 DEWEY ST MINOR ARTERIAL 1429 1
12 0
1700 45 33 851 576 517 MEMORIAL DR MAJOR ARTERIAL 296 3
12 6
1900 45 31 852 577 95 CR V COLLECTOR 10558 1
1 0
1700 60 25 8S3 578 160 SR 310 MINOR ARTERIAL 2629 1
12 4
1700 60 26 854 8022 22 1-43 FREEWAY 1043 2
12 8
2250 70 12 Point Beach Nuclear Plant Evacuation Time Estimate K-70 KILD Engineering, P.C.
Rev. 1
Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 147 2569947 1 125064 Yield 25 154 2577677 125585 Yield 26 181 2603033 120790 Yield 27 187 2601191 126064 Yield 27 292 2577584 101648 Yield 33 444 2618082 238592 Yield 7
503 2570046 125179 Yield 25 504 2569950 125283 Yield 25 523 2582461 125773 Yield 26 176 2606730 124516 Pretimed 27 178 2606745 124157 Pretimed 27 214 2583601 109080 Pretimed 30 229 2583129 101993 Pretimed 33 230 2583121 102598 Pretimed 33 239 2583137 101370 Pretimed 33 241 2579471 101929 Pretimed 33 246 2577959 101712 Pretimed 33 247 2579463 102590 Pretimed 33 285 2579408 103671 Pretimed 33 290 2577981 101303 Pretimed 33 291 2577820 101409 Pretimed 33 541 2606709 124856 Pretimed 27 170 2606646 126332 Actuated 27 172 2605875 124171 Actuated 27 179 2605446 123541 Actuated 27 184 2605479 122801 Actuated 27 197 2594756 115902 Actuated 31 210 2569914 115092 Actuated 29 212 2572386 108986 Actuated 29 222 2583834 103501 Actuated 33 226 2582658 109076 Actuated 30 231 2583841 102594 Actuated 33 232 2583856 101993 Actuated 33 251 2580389 107287 Actuated 30 256 2572389 107926 Actuated 29 258 2580332 109051 Actuated 30 267 2572528 104790 Actuated 32 269 2583552 111084 Actuated 30 Point Beach Nuclear Plant Evacuation Time Estimate K-71 KLD Engineering, P.C.
Rev. 1
Os Y5 Coodiat Corint Coto Gi a
Nod (f
(f)TpeN me 270 2589019 1 111264 Actuated 31 294 2576682 100781 Actuated 33 295 2570853 95981 Actuated 32 296 2570730 99949 Actuated 32 297 2570787 97522 Actuated 32 299 2575263 99859 Actuated 33 300 2572618 96492 Actuated 32 305 2573326 97663 Actuated 32 309 2569995 95942 Actuated 32 310 2569322 95920 Actuated 32 315 2572872 96193 Actuated 32 466 2570739 98719 Actuated 32 489 2581662 101969 Actuated 33 500 2575841 100272 Actuated 33 553 2567094 268028 Actuated 1
572 2576240 96245 Actuated 33 1
2545606 121708 Stop 24 26 2584962 189143 Stop 18 27 2569040 188558 Stop 17 28 2547048 187922 Stop 16 30 2592526 205184 Stop 14 32 2584421 202122 Stop 14 33 2573999 202002 Stop 13 35 2568713 199123 Stop 13 37 2558275 198661 Stop 13 40 2546752 195230 Stop 12 41 2546080 188784 Stop 16 42 2538148 194072 Stop 12 44 2573705 215319 Stop 9
46 2573179 230934 Stop 9
47 2584240 215596 Stop 10 49 2534411 194897 Stop 12 51 2537017 195164 Stop 12 55 2527125 208707 Stop 12 57 2542413 190878 Stop 12 58 2542542 182442 Stop 16 59 2551113 182733 Stop 17 61 2536532 219494 Stop 8
62 2568367 220351 Stop 9
64 2547076 219806 Stop 8
Point Beach Nuclear Plant Evacuation Time Estimate K-72 KLD Engineering, P.C.
Rev. 1
b 5bI1b/ I zzUlIU stop 68 2567901 230869 Stop 9
69 2557339 230509 Stop 9
70 2546930 230405 Stop 8
71 2536241 230172 Stop 8
72 2542899 169190 Stop 16 73 2550776 169433 Stop 17 80 2569154 183317 Stop 17 87 2544727 150808 Stop 20 89 2567143 166882 Stop 17 94 2543886 156104 Stop 20 95 2545108 140124 Stop 24 96 2556864 121491 Stop 25 103 2566059 141695 Stop 25 109 2585629 157629 Stop 22 110 2586058 157352 Stop 22 118 2576728 141334 Stop 26 120 2576775 148294 Stop 22 121 2585606 154696 Stop 22 126 2570982 156908 Stop 21 129 2607039 158017 Stop 23 135 2611369 195885 Stop 15 137 2606771 168457 Stop 19 140 2585258 134547 Stop 26 143 2599487 133855 Stop 27 146 2608515 136979 Stop 27 157 2585220 133754 Stop 26 161 2590802 113029 Stop 31 169 2608834 126387 Stop 27 171 2605787 126332 Stop 27 173 2602203 130188 Stop 27 177 2608113 124550 Stop 27 180 2605515 121903 Stop 27 185 2604435 122102 Stop 27 186 2604146 123519 Stop 27 190 2604417 122794 Stop 27 191 2600988 122720 Stop 27 211 2572384 110305 Stop 29 213 2580330 110401 Stop 30 217 2587611 109145 Stop 31 Point Beach Nuclear Plant Evacuation Time Estimate K-73 KLD Engineering, P.C.
Rev. 1
224 2583081 105636 Stop 33 225 2582644 106818 Stop 30 227 2583779 106821 Stop 30 233 2583155 100100 Stop 33 236 2583893 100107 Stop 33 242 2579491 99435 Stop 33 245 2579471 101293 Stop 33 249 2583784 105633 Stop 33 252 2577870 107846 Stop 30 259 2582012 109083 Stop 30 260 2570848 114943 Stop 29 263 2575736 109052 Stop 30 265 2573573 113628 Stop 29 273 2577849 109049 Stop 30 277 2565811 109050 Stop 29 278 2568083 108100 Stop 29 284 2577968 104225 Stop 33 289 2582671 102592 Stop 33 307 2575202 101565 Stop 33 317 2603459 129175 Stop 27 318 2602088 133966 Stop 27 324 2596592 215845 Stop 10 326 2610849 216239 Stop 11 329 2612914 234951 Stop 11 331 2594496 231608 Stop 10 335 2618143 235150 Stop 11 337 2620293 237874 Stop 7
338 2618115 237778 Stop 7
339 2594308 236969 Stop 6
341 2620384 236798 Stop 11 342 2618103 236695 Stop 11 345 2620363 235253 Stop 11 353 2567232 262669 Stop 1
355 2556836 251824 Stop 5
362 2614994 237737 Stop 7
365 2607857 238630 Stop 7
372 2597817 251807 Stop 7
381 2604059 244122 Stop 7
388 2589292 273128 Stop 2
395 2616752 236681 Stop 11 Point Beach Nuclear Plant Evacuation Time Estimate K-74 KLD Engineering, P.C.
Rev. 1
illb 2b6bI62 23775 Stop I
398 2618026 239344 Stop 7
400 2620180 238634 Stop 7
403 2620199 257640 Stop 7
404 2620415 248457 Stop 7
410 2609526 248089 Stop 7
415 2604185 258457 Stop 7
422 2596960 274051 Stop 2
435 2577965 102545 Stop 33 436 2536929 198417 Stop 12 438 2535474 206825 Stop 12 449 2608561 135603 Stop 27 452 2608772 129002 Stop 27 482 2579726 105398 Stop 33 487 2585237 106833 Stop 30 490 2581656 101362 Stop 33 492 2581662 102606 Stop 33 493 2581738 99440 Stop 33 519 2603133 122794 Stop 27 520 2603173 121026 Stop 27 521 2607140 124530 Stop 27 542 2605865 124517 Stop 27 543 2605843 124852 Stop 27 562 2579509 99005 Stop 33 564 2578921 96334 Stop 33 565 2583236 96469 Stop 33 566 2575351 96214 Stop 33 567 2581796 96447 Stop 33 570 2577954 98966 Stop 33 571 2578025 96342 Stop 33 25 2590299 189283 TCP-Actuated 18 66 2558540 188259 TCP-Actuated 17 81 2585011 183750 TCP-Actuated 18 86 2559963 151298 TCP-Actuated 21 130 2556662 156381 TCP-Actuated 21 188 2601010 119649 TCP-Actuated 27 43 2573768 209961 TCP-Uncontrolled 13 105 2571551 141106 TCP-Uncontrolled 25 160 2590431 125890 TCP-Uncontrolled 26 196 2593217 114757 TCP-Uncontrolled 31 K-75 KLD Engineering, P.C.
Point Beach Nuclear Plant Evacuation Time Estimate K-75 KLD Engineering, P.C.
Rev. 1
198 2615139 136403 TCP-Uncontrolled 27 205 2611895 158090 TCP-Uncontrolled 23 328 2611866 227020 TCP-Uncontrolled 11 511 2577752 125529 TCP-Uncontrolled 26 513 2577616 125515 TCP-Uncontrolled 26 524 2582561 125664 TCP-Uncontrolled 26 526 2582362 125663 TCP-Uncontrolled 26
'Coordinates are in the North American Datum of 1983 Wisconsin Central State Plane Zone Point Beach Nuclear Plant Evacuation Time Estimate K-76 KLD Engineering, P.C.
Rev. 1
APPENDIX I Subarea Boundaries
L. SUBAREA BOUNDARIES Subarea 5 Subarea ION Subarea 1ONW Counties: Kewaunee and Manitowoc Defined as the area within the following boundary: Bounded on the north by Sandy Bay Road, on the east by Lake Michigan, on the southeast by Neshotah Road, Sandy Bay Road and County Road 0, on the south by E Hillcrest Road Extended and County Road V, on the southwest by County Road BB extended, Barthels Road extended, County Road Q Extended, Fisherville Road and Assman Road extended, and on the west by Highway B County Trunk and County Road AB.
County: Kewaunee Defined as the area within the following boundary: Bounded on the north by Krok Road and Wisconsin Route 42, on the east by Lake Michigan, on the south by Sandy Bay Road, and on the west by County Road AB and Rangeline Road.
County: Kewaunee Defined as the area within the following boundary: Bounded on the north by County Road J, on the east by Ridgeline Road and County Road AB, on the south by West County Road BB, and on the west by Harpt Lake Road, Dufeck Road and Schweiner Road.
County: Manitowoc Defined as the area within the following boundary: Bounded on the north by County Road BB, on the east by County Road AB and Highway B County Trunk, on the southwest by Assman Road extended, on the south by Fisherville Road, and on the west by Irish Road extended.
County: Manitowoc Defined as the area within the following boundary: Bounded on the north by Fisherville Road, on the northeast by County Road Q Extended and Barthels Road extended, on the east by County Road B extended and Rocky K Lane extended, on the south by Route 310, on the southwest by County Road Q and Rockwood Road, on the west by County Road R and the Francis Creek Village eastern border.
Subarea IOW Subarea 10SW Point Beach Nuclear Plant Evacuation Time Estimate L-1 KLD Engineering, P.C.
Rev. 1
Subarea 1OS County: Manitowoc Defined as the area within the following boundary: Bounded on the north by County Road V extended and E Hillcrest Road extended, on the east by County Road 0 and Sandy Bar Road, on the south by Lake Michigan, on the southwest by Wolland Drive, E Goodwin Road extended, Miro Drive and WI 310, and on the west by County Road B extended and Rocky K Lane extended.
Point Beach Nuclear Plant Evacuation Time Estimate L-2 KLD Engineering, P.C.
Rev. 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 2; 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 Tri Evcato Tim EsiaefrEtr P
The results confirm the importance of accurately estimating the trip generation (mobilization) times.
The ETE for the 100th percentile closely mirror the values for the time the last evacuation trip is generated. As indicated in Section 7.3, traffic congestion in Two Rivers persists for 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> after the ATE and will dictate the 1 0 0 th percentile ETE if residents mobilize before this congestion has cleared. The 9 0 th percentile ETE is insensitive to truncating the tail of the mobilization time distribution.
This justifies the guidance to employ the [stable] 9 0 th percentile ETE for protective action decision making.
Point Beach Nuclear Plant Evacuation Time Estimate M-1 KLD Engineering, P.C.
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 2; 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 impacted by shadow evacuation from 0% to 20%. Tripling the shadow percentage has no effect on ETE. Note, the telephone survey results presented in Appendix F indicate that 20% 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 Evcatn Evcato TieEtm t
frEtr-Percet Shdow hado 0
0 2:25 3:40 15 2,510 2:25 3:40 20 (Base) 3,347 2:25 3:40 60 10,040 2:25 3:40 Point Beach Nuclear Plant Evacuation Time Estimate M-2 KLD Engineering, P.C.
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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 study area (EPZ plus Shadow Region). As population in the study area 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 study area, 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 percent change in population within the study area was varied between +30% and -
40%. Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in 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 5-Mile Region (R01) and the entire EPZ (R02).
- 4. The good weather scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (Scenario 1).
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 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that the base ETE values for the 1 0 0 th percentile cases as well as the 9 0 th percentile for the full EPZ are greater than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; therefore, 30 minutes is the lesser and is the criterion for updating these cases.
Twenty five percent of the 9 0 th percentile ETE for the 5-Mile region (1:40) is 25 minutes, which is less than 30 minutes.
Those percent population changes which result in ETE changes greater than 30 minutes (25 minutes for the 5-mile region at the 9 0 th percentile), are highlighted in red below - a 30%
increase or 40% decrease in the EPZ population. NextEra Energy will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 30% or more, or decreases by 40% or more, an updated ETE analysis will be needed.
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Table M-3. ETE Variation with Population Change Resion Base 10%
20%
30%
BasePpu
-20%
-30%
-40%
5-MILE 1:40 1:40 1:40 1:45 1:40 1:35 1:35 1:35 I FULL EPZ I 2:25 2:30 1 2:45 1 2:55 1 2:25 1 2:00 1 2:00 1 1:55 1
-T o 0hPretl Region IBase
[Population Change]
[
ae Population Change II10%
1 20%/ 130%
Bae
-20% 1 -30% 1 -40%
5-MILE 3:35 3:35 3:35 3:35 3:35 3:35 3:35 3:35 FULL EPZ 3:40 3:40 3:50 4:00 3:40 3:40 3:40 3:40 Point Beach Nuclear Plant Evacuation Time Estimate M-4 KLD Engineering, P.C.
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APPENDIX N ETE Criteria Checklist
N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist NR eviw Citeia ritrio Addrsse Coment 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 2.3, 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 Point Beach Nuclear Plant Evacuation Time Estimate N-1 KLD Engineering, P.C.
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- e. Methods used to address data uncertainties should be described.
Yes Section 3 - avoid double counting Section 5, Appendix F - 4.5% sampling error at 95% confidence interval for telephone survey Appendix M 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, Yes Tables 2-1, 6-2 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.
1.3.1 Staged Evacuation
- a. A discussion should be provided on the approach used in Yes Sections 5.4.2, 7.2 development of a staged evacuation.
I 1.4 Evacuation Planning Areas
- b. A table should be provided identifying the ERPAs Yes Table 6-1 considered for each ETE calculation by downwind direction in each sector.
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- c. A table similar to Table 1-4, "Evacuation Areas for a Staged 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.
Yes Table 7-5 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-3 2.1.2 Transient Population Point Beach Nuclear Plant Evacuation Time Estimate N-3 KLD Engineering, P.C.
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- a.
A list ot tacilities which attract transient populations 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.
Yes Sections 3.3, 3.4, Appendix E
- 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 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.
N-4 KID Engineering, P.c.
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- d. The methodology used to determine the number of 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.
Yes Section 8.5
- 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 8.5 - 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 Table E-2 list facilities, location, and location, and average population should be provided, population 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.
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- c. The number of wheelchair and bed-bound individuals should be provided.
Yes Section 3.5
- d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.
- e. The logistics for mobilizing specially trained staff (e.g.,
Yes Section 3.5 - No correctional facilities exist medical support or security support for prisons, jails, and within the EPZ.
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 8.4 and Figure 8-1 discuss the potential for a multiple wave evacuation Point Beach Nuclear Plant Evacuation Time Estimate N-6 KLD Engineering, P.C.
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NR Reie Crtei Critrio Addrsse Comment in EAnayi 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 Point Beach Nuclear Plant Evacuation Time Estimate N-7 KLD Engineering, P.C.
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- a. The volume of background traffic and pass through traffic is based on the average daytime traffic. Values may be reduced for nighttime scenarios.
Yes Section 3.6 Table 3-6 Section 6 Table 6-3
- b. Pass through traffic is assumed to have stopped entering Yes Section 2.3 -Assumption 5 the EPZ about two hours after the initial notification.
Section 3.6 2.6 Summary of Demand Estimation
- a. A summary table should be provided that identifies the Yes total populations and total vehicles used in analysis for Tables 3-7, 3-8 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 ISection 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-1 Characteristics," of NUREG/CR-7002 should be provided.
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- d. Calculations for a representative roadway segment should be provided.
Yes Section 4
- e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K-1 through K-34 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-1 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 Point Beach Nuclear Plant Evacuation Time Estimate N-9 KLD Engineering, P.C.
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- a. The adverse weather condition should be identified and the effects of adverse weather on mobilization time should be considered.
Yes Table 2-1, Section 2.3-Assumption 9 Mobilization time - Table 2-2, Section 5.3 (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 Point Beach Nuclear Plant Evacuation Time Estimate N-10 KLD Engineering, P.C.
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- a. Permanent residents are assumed to evacuate from their homes but are not assumed to be at home at all times.
Trip generation time includes the assumption that a percentage of residents will need to return home prior to evacuating.
Yes Section 5 discusses trip generation for households with and without returning commuters. Table 6-3 presents the percentage of households with returning 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 Point Beach Nuclear Plant Evacuation Time Estimate N-11 KLD Engineering, P.C.
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- a.
If available, existing plans and bus routes should be used in the ETE analysis. If new plans should be developed with the ETE, they have been agreed upon by the responsible authorities.
Yes Section 8.4 - page 8-8. Pre-established bus routes do not exist. Basic bus routes were developed for the ETE analysis - see Figure 8-2, Table 8-10.
- 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 Table 8-5 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 8.4 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 8.4 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.
- i.
Information should be provided to supports analysis of Yes Section 8.4 return trips, if necessary.
Figure 8-1 Tables 8-11 through 8-13 Point Beach Nuclear Plant Evacuation Time Estimate N-12 KLD Engineering, P.C.
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4.1.3 Special Facilities
- a. Information on evacuation logistics and mobilization times Yes Section 8-4, 8-14 through 8-16 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-bound individuals Yes Section 8.4 should be provided, and the logistics of evacuating these Tables 8-4, 8-14 through 8-16 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 8-4, Table 8-5 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 Return trips are not needed.
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 Return trips are not needed.
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.
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- b. Discussion should be provided on the inbound and outbound speeds.
Yes School bus routes are presented in lable 8-6.
School bus speeds are presented in Tables 8-7 through 8-9. 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 - page 8-6 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 Return trips are not needed.
should be provided.
- f.
If used, reception centers should be identified. Discussion Yes Table 8-3. Students are evacuated to host should be provided on whether students are expected to schools where they will be picked up by pass through the reception center prior to being parents or guardians.
evacuated to their final destination.
- g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, and 8-9 provide time needed to arrive at host school, which could be used to compute a second wave evacuation if necessary Point Beach Nuclear Plant Evacuation Time Estimate N-14 KLD Engineering, P.C.
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- a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.8.0). 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 J-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.
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- b. The minimum following model outputs should be provided to support review:
- 1. Total volume and percent by hour at each EPZ exit node.
- 2. Network wide average travel time.
- 3. Longest queue length for the 10 intersections with the highest traffic volume.
- 4. Total vehicles exiting the network.
- 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.
Yes
- 1. Table J-5.
- 2. Table J-3.
- 3. Table J-1.
- 4. Table J-3.
- 5. Figures J-1 through J-14 (one plot for each scenario considered).
- 6. Table J-4. Network wide average speed also provided in Table J-3.
- c.
Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-7 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 Point Beach Nuclear Plant Evacuation Time Estimate N-16 KLD Engineering, P.C.
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- b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated data should be explained.
Yes Section 5.4 - truncating survey data to eliminate statistical outliers Table 7 100th 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 School: Tables 8-7 through 8-9 populations.
Transit Dependent: Tables 8-11 through 8-13 Special Facilities: Tables 8-14 through 8-16 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 Section 13, Appendix M time should be provided.
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- b. A statement or discussion regarding presentation of enhancements to local authorities should be provided.
Yes Results of the ETE study will be formally presented to local authorities at the final project meeting. Recommended enhancements will be discussed.
L
.1.
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 To be determined after review with the that may affect the ETE.
offsite agencies 5.4 Reviews and Updates
- a. A discussion of when an updated ETE analysis is required Yes l Appendix M, Section M.3 to be performed and submitted to the NRC.
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 con care center.
Technical Re e r
z Date Supervisory Review A_.__
Date /
/3
/--
A;7 "7
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