ML13007A075
| ML13007A075 | |
| Person / Time | |
|---|---|
| Site: | Beaver Valley |
| Issue date: | 12/20/2012 |
| From: | KLD Engineering, PC |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| L-12-441 KLD TR-495, Rev 2 | |
| Download: ML13007A075 (77) | |
Text
171 1292 1291 KINGS CREEK RD LOCAL ROADWAY 845 1
24 1575 35 59 1293 1294 N 12TH ST LOCAL ROADWAY 775 14 1575 35 59 1763 1294 1296 N 12TH ST LOCAL ROADWAY 1085 1
12 4
1575 35 59 ON-RAMP 1-376 1764 1295 561 NORTH FREEWAY RAMP 570 1
12 4
1700 45 41 1765 1295 1300 MILL ST COLLECTOR 1046 1
12 4
1700 45 41 1766 1296 1297 N 12TH ST LOCAL ROADWAY 1009 1
12 4
1575 35 59 1767 1297 1298 N 12TH ST LOCAL ROADWAY 788 1
12 4
1575 35 59 1768 1298 1299 N 12TH ST LOCAL ROADWAY 1583 1
12 4
1575 35 59 1769 1299 1301 N 12TH ST LOCAL ROADWAY 595 1
12 4
1575 35 59 ON-RAMP 1-376 1770 1300 558 SOUTH FREEWAY RAMP 548 1
12 4
1350 30 41 1771 1301 1302 N 12TH ST LOCAL ROADWAY 1202 1
12 4
1575 35 59 1772 1302 1303 N 12TH ST LOCAL ROADWAY 935 1
12 4
1575 35 59 1773 1303 1308 SR 105 MINOR ARTERIAL 616 1
12 4
1750 30 59 1774 1304 1303 SR 105 MINOR ARTERIAL 744 1
12 4
1750 30 59 ON-RAMP 1-376 1775 1305 1290 SOUTH FREEWAY RAMP 876 1
12 4
1350 30 41 1776 1306 1240 BRODHEAD RD COLLECTOR 1625 1
12 4
1700 40 34 1777 1307 1260 BRODHEAD RD COLLECTOR 2274 1
12 4
1750 40 34 1778 1308 1251 SR 105 MINOR ARTERIAL 1601 1
12 4
1350 30 59 1779 1309 1308 S 11TH ST LOCAL ROADWAY 383 1
12 4
1750 30 59 1780 1310 603 KENNEDY BLVD MINOR ARTERIAL 857 2
12 4
1900 40 35 1781 1310 1390 KENNEDY BLVD MINOR ARTERIAL 1925 2
12 4
1900 40 35 1782 1311 1252 SR 2 MINOR ARTERIAL 485 1
12 4
1700 40 59 1783 1312 1311 AVE H LOCAL ROADWAY 582 1
12 4
1750 30 59 Beaver Valley Power Station K-141 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
1784 1313 1314 SR 2 MINOR ARTERIAL 1799 2
12 4
1750 40 59 1785 1314 1244 SR 2 MINOR ARTERIAL 666 1
12 4
1700 40 59 1786 1315 1265 SHEFFIELD RD LOCAL ROADWAY 1367 1
12 4
1750 30 41 1787 1316 1314 VIRGINIA AVE LOCAL ROADWAY 881 1
12 4
1750 30 59 1788 1317 1318 TUSCARAWAS RD LOCAL ROADWAY 2781 1
12 4
1350 30 32 1789 1318 1319 TUSCARAWAS RD LOCAL ROADWAY 305 1
12 4
1350 30 20 1790 1319 1329 TUSCARAWAS RD LOCAL ROADWAY 504 1
12 4
1350 30 20 1791 1320 1265 BRODHEAD RD COLLECTOR 2662 1
12 4
1750 40 41 1792 1320 1426 BRODHEAD RD COLLECTOR 683 1
12 4
1575 35 42 1793 1321 1322 TUSCARAWAS RD LOCAL ROADWAY 1530 1
12 4
1350 30 20 1794 1322 1323 TUSCARAWAS RD LOCAL ROADWAY 3764 1
12 4
1350 30 20 1795 1323 1324 TUSCARAWAS RD LOCAL ROADWAY 952 1
12 4
1350 30 20 1796 1324 1326 TUSCARAWAS RD LOCAL ROADWAY 1809 1
12 4
1350 30 20 1797 1325 1330 BRODHEAD RD COLLECTOR 1872 1
12 4
1575 35 42 1798 1325 1426 BRODHEAD RD COLLECTOR 922 1
12 4
1575 35 42 1799 1326 1327 TUSCARAWAS RD LOCAL ROADWAY 1391 1
12 4
1350 30 20 1800 1327 1328 TUSCARAWAS RD LOCAL ROADWAY 1182 1
12 4
1350 30 20 1801 1328 1347 TUSCARAWAS RD LOCAL ROADWAY 1400 1
12 4
1750 40 20 1802 1329 1321 TUSCARAWAS RD LOCAL ROADWAY 411 1
12 4
1125 25 20 1803 1330 1325 BRODHEAD RD COLLECTOR 1857 1
12 4
1575 35 42 1804 1330 1427 BRODHEAD RD COLLECTOR 1046 1
12 4
1575 35 42 1805 1331 1332 CAMPGROUND RD LOCAL ROADWAY 1400 1
12 4
1575 35 29 1806 1332 1333 CAMPGROUND RD LOCAL ROADWAY 920 1
12 4
1575 35 29 1807 1333 1334 CAMPGROUND RD LOCAL ROADWAY 2044 1
12 4
1575 35 29 1808 1334 1335 CAMPGROUND RD LOCAL ROADWAY 1560 1
12 4
1575 35 29 Beaver Valley Power Station Evacuation Time Estimate K-142 KLD Engineering, P.C.
Rev. 2
1809 1335 1336 ANNESLEY RD LOCAL ROADWAY 452 1
12 4
1575 35 29 1810 1336 1337 ANNESLEY RD LOCAL ROADWAY 2096 1
12 4
1575 35 29 1811 1337 1338 ANNESLEY RD LOCAL ROADWAY 896 1
12 4
1575 35 29 1812 1338 1339 ANNESLEY RD LOCAL ROADWAY 751 1
12 4
1575 35 29 1813 1339 1341 ANNESLEY RD LOCAL ROADWAY 931 1
12 4
1575 35 29 1814 1340 589 CHERRY RD LOCAL ROADWAY 591 1
12 4
1350 30 42 1815 1340 611 BRODHEAD RD COLLECTOR 2083 1
12 4
1575 35 42 1816 1340 1427 BRODHEAD RD COLLECTOR 2439 1
12 4
1575 35 42 1817 1341 1342 ANNESLEY RD LOCAL ROADWAY 1222 1
12 4
1575 35 19 1818 1342 1343 ANNESLEY RD LOCAL ROADWAY 1500 1
12 4
1575 35 19 1819 1343 1344 ANNESLEY RD LOCAL ROADWAY 998 1
12 4
1575 35 19 1820 1344 1346 ANNESLEY RD LOCAL ROADWAY 485 1
12 4
1575 35 19 1821 1345 1350 BRODHEAD RD COLLECTOR 4007 1
12 4
1750 35 42 1822 1346 527 SR 267 MINOR ARTERIAL 2747 1
12 4
1750 30 19 1823 1347 1142 TUSCARAWAS RD LOCAL ROADWAY 1070 1
12 4
1750 40 20 1824 1348 1347 SMITHS FERRY RD LOCAL ROADWAY 6870 1
12 4
1350 30 20 1825 1349 1348 WESTWOOD DR LOCAL ROADWAY 4027 1
12 4
1350 30 20 1826 1350 1355 SR 151 MINOR ARTERIAL 1783 1
12 4
1575 35 42 1827 1350 1362 BRODHEAD RD COLLECTOR 549 1
12 4
1575 35 42 1828 1350 1435 SR 151 MINOR ARTERIAL 1365 1
12 4
1575 35 42 1829 1351 1352 EASTWOOD DR LOCAL ROADWAY 947 1
12 4
1125 25 20 1830 1352 1353 EASTWOOD DR LOCAL ROADWAY 1668 1
12 4
1350 30 20 1831 1353 1354 EASTWOOD DR LOCAL ROADWAY 2280 1
12 4
1350 30 20 1832 1354 1356 EASTWOOD DR LOCAL ROADWAY 1989 1
12 4
1350 30 21 1833 1355 1360 SR 151 MINOR ARTERIAL 1784 1
12 4
1575 35 42 K-143 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-143 KLD Engineering, P.C.
Rev. 2
184 1356 1357 RIDGEMONT DR LOCAL ROADWAY 5070 1
24 1350 30 21 1835 1356 1358 EASTWOOD DR LOCAL ROADWAY 909 1
12 4
1350 30 21 1836 1357 1369 RIDGEMONT DR LOCAL ROADWAY 1555 1
12 4
1350 30 21 1837 1358 1359 EASTWOOD DR LOCAL ROADWAY 713 1
12 4
1350 30 21 1838 1359 1361 EASTWOOD DR LOCAL ROADWAY 2120 1
12 4
1350 30 21 1839 1360 1083 SR 151 MINOR ARTERIAL 2218 1
12 4
1575 35 42 1840 1361 1363 EASTWOOD DR LOCAL ROADWAY 564 1
12 4
1350 30 21 1841 1362 1365 BRODHEAD RD COLLECTOR 1677 1
12 4
1575 35 42 1842 1363 1364 EASTWOOD DR LOCAL ROADWAY 1838 1
12 4
1350 30 21 1843 1364 1366 ENGLE RD LOCAL ROADWAY 1795 1
12 4
1350 30 21 1844 1365 1370 BRODHEAD RD COLLECTOR 1366 1
12 4
1575 35 42 1845 1366 1367 ENGLE RD LOCAL ROADWAY 3593 1
12 4
1350 30 21 1846 1367 1368 ENGLE RD LOCAL ROADWAY 1734 1
12 4
1350 30 21 1847 1368 579 ENGLE RD LOCAL ROADWAY 954 1
12 4
1350 30 21 1848 1369 1371 RIDGEMONT DR LOCAL ROADWAY 1138 1
12 4
1125 25 21 1849 1370 1375 BRODHEAD RD COLLECTOR 1213 1
12 4
1575 35 42 1850 1371 1372 RIDGEMONT DR LOCAL ROADWAY 1595 1
12 4
1350 30 20 1851 1372 1373 RIDGEMONT DR LOCAL ROADWAY 1441 1
12 4
1350 30 20 1852 1373 1374 RIDGEMONT DR LOCAL ROADWAY 396 1
12 4
1125 25 20 1853 1374 682 RIDGEMONT DR LOCAL ROADWAY 913 1
12 4
1350 30 20 1854 1375 1380 BRODHEAD RD COLLECTOR 1351 1
12 4
1575 35 42 1855 1380 1385 BRODHEAD RD COLLECTOR 4900 1
12 4
1700 45 51 1856 1385 1465 BRODHEAD RD COLLECTOR 1351 1
12 4
1575 35 51 1857 1390 1310 KENNEDY BLVD MINOR ARTERIAL 1927 2
12 4
1750 40 35 1858 1390 1395 KENNEDY BLVD COLLECTOR 1590 2
12 4
1900 40 35 Beaver Valley Power Station K-144 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
1859 1395 602 MARATTA RD LOCAL ROADWAY 447 1
12 4
1350 30 35 1860 1395 1390 KENNEDY BLVD COLLECTOR 1590 2
12 4
1700 40 35 1861 1395 1400 KENNEDY BLVD COLLECTOR 1104 2
12 4
1900 40 35 1862 1400 1395 KENNEDY BLVD COLLECTOR 1104 2
12 4
1900 40 35 1863 1400 1405 FRANKLIN AVE LOCAL ROADWAY 1946 1
12 4
1350 30 35 1864 1405 1410 FRANKLIN AVE LOCAL ROADWAY 3221 1
12 4
1750 30 35 1865 1410 1425 FRANKLIN AVE LOCAL ROADWAY 243 1
12 4
1350 30 35 1866 1415 1410 SUPERIOR AVE LOCAL ROADWAY 446 1
12 4
1750 25 35 1867 1415 1420 SHEFFIELD AVE LOCAL ROADWAY 355 1
12 4
1125 25 35 1868 1420 1115 SHEFFIELD AVE LOCAL ROADWAY 623 1
12 4
1350 30 35 1869 1425 1139 FRANKLIN AVE LOCAL ROADWAY 252 1
12 4
1350 30 35 1870 1425 1420 COCHRAN ST LOCAL ROADWAY 414 1
12 4
1350 30 35 1871 1426 1320 BRODHEAD RD COLLECTOR 700 1
12 4
1575 35 42 1872 1426 1325 BRODHEAD RD COLLECTOR 928 1
12 4
1575 35 42 1873 1427 1330 BRODHEAD RD COLLECTOR 1051 1
12 4
1575 35 42 1874 1427 1340 BRODHEAD RD COLLECTOR 2439 1
12 4
1575 35 42 1875 1435 1350 SR 151 MINOR ARTERIAL 1355 1
12 4
1750 35 42 1876 1435 1440 SR 151 MINOR ARTERIAL 1616 1
12 4
1575 35 42 1877 1440 1435 SR 151 MINOR ARTERIAL 1646 1
12 4
1575 35 42 1878 1440 1445 SR 151 MINOR ARTERIAL 2819 1
12 4
1750 35 42 1879 1445 1440 SR 151 MINOR ARTERIAL 2819 1
12 4
1575 35 42 1880 1445 1450 SR 151 MINOR ARTERIAL 1434 1
12 4
1575 35 42 1881 1450 1445 SR 151 MINOR ARTERIAL 1430 1
12 4
1750 35 42 1882 1450 1452 SR 151 MINOR ARTERIAL 941 1
12 4
1575 35 41 1883 1452 1456 ON-RAMP 1-376 FREEWAY RAMP 280 1
12 4
1350 30 41 Beaver Valley Power Station Evacuation Time Estimate K-145 KLD Engineering, P.C.
Rev. 2
1455 1456 SOUTH FREEWAY RAMP 191 4
1350 30 41 ON-RAMP 1-376 1885 1456 1460 SOUTH FREEWAY RAMP 509 1
12 4
1350 30 41 ON-RAMP 1-376 1886 1460 175 SOUTH FREEWAY RAMP 672 1
12 4
1350 30 41 1887 1465 1470 BRODHEAD RD COLLECTOR 1589 1
12 4
1575 35 51 1888 1470 1475 BRODHEAD RD COLLECTOR 1643 1
12 4
1575 35 51 1889 1475 1480 BRODHEAD RD COLLECTOR 3246 1
12 4
1575 35 51 1890 1480 1050 FLAUGHERTY RUN RD COLLECTOR 4158 1
12 4
1575 35 51 1891 1480 1485 FLAUGHERTY RUN RD COLLECTOR 3129 1
12 4
1575 35 51 1892 1480 1490 BRODHEAD RD COLLECTOR 958 1
12 4
1575 35 51 1893 1485 1052 FLAUGHERTY RUN RD COLLECTOR 5068 1
12 4
1575 35 51 1894 1485 1480 FLAUGHERTY RUN RD COLLECTOR 3113 1
12 4
1575 35 51 1895 1490 1495 BRODHEAD RD COLLECTOR 1348 1
12 4
1575 35 51 1896 1495 1500 BRODHEAD RD COLLECTOR 1047 1
12 4
1575 35 51 1897 1500 1505 BRODHEAD RD COLLECTOR 868 1
12 4
1575 35 51 1898 1505 1510 BRODHEAD RD COLLECTOR 1136 1
12 4
1575 35 51 1899 1510 1515 BRODHEAD RD COLLECTOR 1970 1
12 4
1575 35 51 1900 1515 1520 BRODHEAD RD COLLECTOR 1374 1
12 4
1750 35 51 1901 1520 1525 BEAVER GRADE RD COLLECTOR 5725 1
12 4
1750 35 51 1902 1520 1550 UNIVERSITY BLVD MINOR ARTERIAL 1129 2
12 4
1900 40 51 1903 1525 1530 BEAVER GRADE RD COLLECTOR 1420 1
12 4
1750 35 58 1904 1525 1560 THORN RUN RD LOCAL ROADWAY 2008 1
12 4
1350 30 58 1905 1530 607 CORAOPOLIS LOCAL ROADWAY 967 1
12 4
1350 30 58 Beaver Valley Power Station Evacuation Time Estimate K-146 KLD Engineering, P.C.
Rev. 2
HEIGHTS RD 1530 1535 BEAVER GRADE RD COLLECTOR 2375 14 1575 35 58 1907 1535 1540 BEAVER GRADE RD COLLECTOR 1734 1
12 4
1575 35 58 1908 1540 1018 BEAVER GRADE RD COLLECTOR 968 1
12 4
1575 35 58 1909 1545 1019 UNIVERSITY BLVD MINOR ARTERIAL 2918 2
12 4
1900 40 51 1910 1545 1520 UNIVERSITY BLVD MINOR ARTERIAL 1767 2
12 4
1750 40 51 1911 1547 1580 UNIVERSITY BLVD MINOR ARTERIAL 2268 2
12 4
1750 40 58 1912 1550 1547 UNIVERSITY BLVD MINOR ARTERIAL 2865 2
12 4
1900 40 51 I
1913 1555 1525 THORN RUN RD COLLECTOR 751 1
12 4
1750 35 58 1914 1560 1013 THORN RUN RD LOCAL ROADWAY 605 1
12 4
1750 30 58 1915 1560 1525 THORN RUN RD COLLECTOR 1998 1
12 4
1750 35 58 1916 1565 1094 OFF-RAMP 1-376 FREEWAY RAMP 1260 1
12 4
1700 45 58 1917 1565 1096 1-376 FREEWAY 1829 2
12 4
2250 60 58 1918 1565 1570 1-376 FREEWAY 4571 2
12 4
2250 60 58 1919 1570 1565 1-376 FREEWAY 4571 2
12 4
2250 60 58 1920 1570 1575 1-376 FREEWAY 3761 2
12 4
2250 60 58 1921 1575 1570 1-376 FREEWAY 3683 2
12 4
2250 60 58 1922 1575 1580 1-376 MINOR ARTERIAL 851 2
12 4
1750 60 58 1923 1580 1575 1-376 MINOR ARTERIAL 851 2
12 4
1900 60 58 1924 1580 1585 1-376 MINOR ARTERIAL 1316 2
12 4
1750 45 58 1925 1582 1580 HORIZON DR LOCAL ROADWAY 939 1
12 4
1750 30 58 1926 1585 1580 1-376 MINOR ARTERIAL 1328 2
12 4
1750 45 58 1927 1585 1590 1-376 FREEWAY 2537 2
12 4
2250 60 58 1928 1590 1585 1-376 FREEWAY 2537 2
12 4
2250 60 58 1929 1590 1600 1-376 FREEWAY 3849 2
12 4
2250 60 51 Beaver Valley Power Station Evacuation Time Estimate K-147 KLD Engineering, P.C.
Rev. 2
1930 1595 1585 HANGER RD LOCAL ROADWAY 266 1
12 4
1750 30 58 1931 1600 1047 OFF-RAMP 1-376 FREEWAY RAMP 1076 1
12 4
1700 45 51 1932 1600 1590 1-376 FREEWAY 3849 2
12 4
2250 60 51 1933 1600 1605 1-376 FREEWAY 2118 2
12 4
2250 60 51 1934 1605 1048 OFF-RAMP 1-376 FREEWAY RAMP 1177 1
12 4
1700 45 51 1935 1605 1600 1-376 FREEWAY 2118 2
12 4
2250 60 51 1936 1605 1610 1-376 FREEWAY 3495 2
12 4
2250 60 51 1937 1610 1049 OFF-RAMP 1-376 FREEWAY RAMP 1184 1
12 4
1700 45 51 1938 1610 1051 1-376 FREEWAY 1715 2
12 4
2250 60 51 1939 1610 1605 1-376 FREEWAY 3494 2
12 4
2250 60 51 1940 1612 160 1-376 FREEWAY 1789 2
12 4
2250 60 51 1941 1612 1051 1-376 FREEWAY 1436 2
12 4
2250 60 51 1942 1615 1195 SR 18 MINOR ARTERIAL 1644 1
12 4
1750 35 26 1943 1615 1645 SR18 MINOR ARTERIAL 841 2
12 4
1750 35 23 1944 1620 1622 SR 68 MINOR ARTERIAL 468 1
12 4
1350 30 23 1945 1620 1645 HARMONY AVE COLLECTOR 504 1
12 4
1750 35 23 1946 1620 1655 SR 68 MINOR ARTERIAL 393 1
12 4
1750 30 23 1947 1620 1680 HARMONY AVE COLLECTOR 218 1
12 4
1575 35 23 1948 1621 1152 15TH ST LOCAL ROADWAY 550 1
12 4
1350 30 26 1949 1622 1620 SR 68 MINOR ARTERIAL 468 1
12 4
1750 30 23 1950 1622 1650 SR 68 MINOR ARTERIAL 702 1
12 4
1350 30 23 1951 1623 1621 15TH ST LOCAL ROADWAY 662 1
12 4
1350 30 26 1952 1623 1624 ATLANTIC AVE LOCAL ROADWAY 1229 1
12 4
1350 30 26 1953 1624 1625 ATLANTIC AVE LOCAL ROADWAY 1135 1
12 4
1350 30 26 1954 1624 1628 12TH ST LOCAL ROADWAY 623 1
12 4
1350 30 26 K-148 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-148 KLD Engineering, P.C.
Rev. 2
1955 1625 1195 ATLANTIC AVE MINOR ARTERIAL 526 2
12 4
1750 30 26 1956 1628 1158 12TH ST LOCAL ROADWAY 539 1
12 4
1350 30 26 1957 1630 1195 ATLANTIC AVE LOCAL ROADWAY 410 1
12 4
1750 30 26 1958 1635 1645 PLEASANT ST LOCAL ROADWAY 482 1
12 4
1750 30 23 1959 1640 1645 PLEASANT ST LOCAL ROADWAY 364 1
12 4
1750 30 23 MASSACHUSETTS 1960 1640 1655 AVE LOCAL ROADWAY 359 1
12 4
1750 30 23 1961 1645 1615 SR 18 MINOR ARTERIAL 841 1
12 4
1575 35 23 1962 1645 1620 HARMONY AVE MINOR ARTERIAL 504 2
12 4
1750 35 23 1963 1650 788 OHIO AVE LOCAL ROADWAY 797 1
12 4
1350 30 26 1964 1650 789 SR 68 MINOR ARTERIAL 1177 1
12 4
1750 30 26 1965 1650 1622 SR 68 MINOR ARTERIAL 702 1
12 4
1350 30 23 1966 1655 1620 SR 68 MINOR ARTERIAL 392 1
12 4
1750 35 23 MASSACHUSETTS 1967 1655 1640 AVE LOCAL ROADWAY 359 1
12 4
1350 30 23 1968 1655 1660 SR 68 MINOR ARTERIAL 856 1
12 4
1575 35 23 1969 1660 1116 OFF-RAMP SR 68 FREEWAY RAMP 397 1
12 4
1350 30 23 1970 1660 1640 PLEASANT ST COLLECTOR 984 1
12 4
1575 35 23 ROCHESTER BEAVER 1971 1660 1665 BRIDGE MINOR ARTERIAL 687 2
12 4
1900 35 23 ROCHESTER BEAVER 1972 1665 1660 BRIDGE MINOR ARTERIAL 687 2
12 4
1900 35 23 ROCHESTER BEAVER 1973 1665 1670 BRIDGE MINOR ARTERIAL 708 12 4
1900 35 23 ROCHESTER BEAVER 1974 1670 1665 BRIDGE MINOR ARTERIAL 708 2
12 4
1900 35 23 K-149 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-149 KLD Engineering, P.C.
Rev. 2
195 1670 1675 SR 51 MINOR ARTERIAL 914 2
24 1900 35 23 1976 1675 361 SR51 MINOR ARTERIAL 1455 2
12 4
1750 35 23 1977 1680 762 HARMONY AVE LOCAL ROADWAY 454 1
12 4
1350 30 23 1978 1680 1620 HARMONY AVE COLLECTOR 218 1
12 4
1750 35 23 1979 1685 1691 SR 68 MINOR ARTERIAL 290 1
12 4
1700 35 23 1980 1690 1685 SR 68 MINOR ARTERIAL 376 1
12 4
1700 35 23 1981 1690 1700 SR 68 MINOR ARTERIAL 1444 1
12 4
1750 25 23 1982 1691 1670 SR68 MINOR ARTERIAL 198 1
12 4
1700 35 23 1983 1700 1690 SR 68 MINOR ARTERIAL 1444 1
12 4
1125 25 23 1984 1700 1710 SR 68 MINOR ARTERIAL 913 1
12 4
1750 25 23 1985 1700 1720 BEAVER ST LOCAL ROADWAY 1395 1
12 4
1125 25 23 1986 1710 1700 SR68 MINOR ARTERIAL 913 1
12 4
1750 25 23 1987 1710 1730 COLLEGE AVE LOCAL ROADWAY 1406 1
12 4
1125 25 23 1988 1710 1735 SR 68 MINOR ARTERIAL 844 1
12 4
1750 25 23 1989 1715 1700 BEAVER ST LOCAL ROADWAY 1498 1
12 4
1750 25 23 1990 1715 1725 RIVER RD LOCAL ROADWAY 852 1
12 4
1125 25 23 1991 1720 358 BEAVER ST LOCAL ROADWAY 317 1
12 4
1125 25 23 1992 1720 1700 BEAVER ST LOCAL ROADWAY 1395 1
12 4
1750 25 23 1993 1720 1730 5TH ST LOCAL ROADWAY 886 1
12 4
1125 25 23 1994 1725 1710 COLLEGE AVE LOCAL ROADWAY 1499 1
12 4
1750 25 23 1995 1725 1740 RIVER RD LOCAL ROADWAY 866 1
12 4
1125 25 23 1996 1730 1710 1 COLLEGE AVE LOCAL ROADWAY 1
1406 1
12 1 41 1750 1 25 1 23 1997 1730 1745 5TH ST LOCAL ROADWAY 816 1
12 4
1125 25 23 1998 1735 1710 SR 68 MINOR ARTERIAL 844 1
12 4
1750 25 23 1999 1735 1745 MARKET ST LOCAL ROADWAY 1447 1
12 4
1125 25 23 Beaver Valley Power Station K-150 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
2000 1735 1750 SR 68 MINOR ARTERIAL 1727 1
12 4
1750 25 23 2001 1740 1735 MARKET ST LOCAL ROADWAY 1490 1
12 4
1750 25 23 2002 1740 1755 RIVER RD LOCAL ROADWAY 1685 1
12 4
1125 25 23 2003 1745 321 MARKET ST LOCAL ROADWAY 1439 1
12 4
1125 25 23 2004 1745 1735 MARKET ST LOCAL ROADWAY 1447 1
12 4
1750 25 23 2005 1750 1735 SR 68 MINOR ARTERIAL 1727 1
12 4
1750 25 23 2006 1750 1760 TUSCARAWAS RD LOCAL ROADWAY 675 1
12 4
1125 25 23 2007 1750 1765 SR 68 MINOR ARTERIAL 1341 1
12 4
1350 30 23 2008 1755 1750 BUFFALO RD LOCAL ROADWAY 1349 1
12 4
1750 25 23 2009 1755 1756 RIVER RD LOCAL ROADWAY 2747 1
12 4
1125 25 23 2010 1756 1770 SASSAFRAS ALLEY LOCAL ROADWAY 935 1
12 4
1125 25 23 2011 1760 317 TUSCARAWAS RD COLLECTOR 1016 1
12 4
1575 35 23 2012 1760 1750 TUSCARAWAS RD LOCAL ROADWAY 675 1
12 4
1750 25 23 2013 1765 1750 SR 68 MINOR ARTERIAL 1341 1
12 4
1750 30 23 2014 1765 1770 SR 68 MINOR ARTERIAL 1389 1
12 4
1350 30 23 2015 1770 1765 SR 68 MINOR ARTERIAL 1389 1
12 4
1350 30 23 2016 1770 1775 SR 68 MINOR ARTERIAL 1554 1
12 4
1350 30 23 2017 1775 1770 SR 68 MINOR ARTERIAL 1555 1
12 4
1350 30 23 2018 1775 1778 SR 68 MINOR ARTERIAL 579 1
12 4
1750 30 22 2019 1778 1775 SR 68 MINOR ARTERIAL 579 1
12 4
1350 30 22 2020 1778 1780 SR 68 MINOR ARTERIAL 219 1
12 4
1750 30 22 2021 1779 1778 DRAVO ST LOCAL ROADWAY 795 1
12 4
1750 30 22 2022 1780 1778 SR 68 MINOR ARTERIAL 220 1
12 4
1750 30 22 2023 1780 1785 SR 68 MINOR ARTERIAL 1019 1
12 4
1575 35 22 2024 1785 1780 SR 68 MINOR ARTERIAL 1019 1
12 4
1750 30 22 K-151 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-151 KLD Engineering, P.C.
Rev. 2
ON-RAMP 1-376 206 1785 1787 NORTH FREEWAY RAMP 299 1
24 1350 30 22 2027 1786 1785 SR 68 MINOR ARTERIAL 226 1
12 4
1350 30 22 ON-RAMP 1-376 2028 1786 1787 NORTH FREEWAY RAMP 242 1
12 4
1350 30 22 2029 1786 1795 SR 68 MINOR ARTERIAL 701 2
12 4
1900 30 22 O
-A MP 1-3A 76*
I*ll'll UI-J-l'AMr I-FIO NORTH 2030 1787 1790 FREEWAY RAMP 246 1
12 4
1350 30 22 ON-RAMP 1-376 2031 1790 340 NORTH FREEWAY RAMP 524 1
12 4
1700 45 22 ON-RAMP 1-376 2032 1795 312 SOUTH FREEWAY RAMP 330 1
12 4
1350 30 24 2033 1795 1786 SR 68 MINOR ARTERIAL 701 1
12 4
1350 30 22 ON-RAMP 1-376 2034 1800 338 SOUTH FREEWAY RAMP 507 1
12 4
1350 30 22 ON-RAMP 1-376 2035 1803 312 SOUTH FREEWAY RAMP 286 1
12 4
1350 30 24 2036 1803 1795 SR 68 MINOR ARTERIAL 223 1
12 4
1350 30 24 2037 1805 1803 SR68 MINOR ARTERIAL 798 1
12 4
1575 35 24 2038 1810 1780 F ST LOCAL ROADWAY 487 1
12 4
1750 30 22 2039 1815 1805 SR68 MINOR ARTERIAL 1274 1
12 4
1700 40 24 2040 1820 1815 SR 68 MINOR ARTERIAL 787 1
12 4
1700 40 24 2041 1825 1820 SR 68 MINOR ARTERIAL 1323 1
12 4
1700 40 24 2042 1830 1825 SR 68 MINOR ARTERIAL 4784 1
12 4
1700 40 24 2043 1835 1830 SR 68 MINOR ARTERIAL 4999 1
12 4
1700 40 24 2044 1840 1835 SR 68 MINOR ARTERIAL 2295 1
12 4
1700 40 21 Beaver Valley Power Station Evacuation Time Estimate K-152 KLD Engineering, P.C.
Rev. 2
2045 1842 1840 SR68 MINOR ARTERIAL 1475 1
12 4
1700 45 33 2046 1845 1842 SR68 MINOR ARTERIAL 911 1
12 4
1700 45 33 2047 1850 1845 SR 68 MINOR ARTERIAL 2590 1
12 4
1700 45 33 2048 1855 1850 SR 68 MINOR ARTERIAL 2808 1
12 4
1700 45 33 2049 1860 1855 SR 68 MINOR ARTERIAL 951 1
12 4
1350 30 33 2050 1865 1860 SR 68 MINOR ARTERIAL 1886 1
12 4
1350 30 33 2051 1870 1865 SR 68 MINOR ARTERIAL 1918 1
12 4
1700 45 33 2052 1875 1870 SR 68 MINOR ARTERIAL 3718 1
12 4
1700 45 33 2053 1880 1875 SR 68 MINOR ARTERIAL 2163 1
12 4
1700 45 33 2054 1882 1880 SR 68 MINOR ARTERIAL 316 1
12 4
1350 30 33 2055 1895 1910 SR 168 MINOR ARTERIAL 1620 1
12 4
1700 40 33 2056 1900 222 SR 168 MINOR ARTERIAL 1326 1
12 4
1575 35 33 2057 1900 1912 SR 168 MINOR ARTERIAL 361 1
12 4
1700 40 33 2058 1900 1915 SR 3016 MINOR ARTERIAL 440 1
12 4
1750 35 33 2059 1905 71 SR 68 MINOR ARTERIAL 1554 1
12 4
1700 40 33 SR 68 ON-RAMP 2060 1910 1882 FROM SR 168 FREEWAY RAMP 393 1
12 4
1350 30 33 SR 68 ON-RAMP 2061 1910 1911 FROM SR 168 FREEWAY RAMP 555 1
12 4
1700 40 33 2062 1911 1905 5R68 MINOR ARTERIAL 646 1
12 4
1700 40 33 2063 1912 1895 SR 168 MINOR ARTERIAL 1872 1
12 4
1700 40 33 2064 1915 1900 SR 3016 MINOR ARTERIAL 440 1
12 4
1575 35 33 2065 1915 1920 SR 3016 MINOR ARTERIAL 566 1
12 4
1575 35 33 2066 1920 1915 SR 3016 MINOR ARTERIAL 566 1
12 4
1750 35 33 2067 1920 1925 SR 3016 MINOR ARTERIAL 1012 1
12 4
1575 35 33 K-153 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-153 KLD Engineering, P.C.
Rev. 2
2068 1925 1920 SR 3016 MINOR ARTERIAL 1012 1
12 4
1575 35 33 2069 1925 1930 SR 3016 MINOR ARTERIAL 1150 1
12 4
1575 35 33 2070 1930 1925 SR 3016 MINOR ARTERIAL 1150 1
12 4
1575 35 33 2071 1930 1935 SR 3016 MINOR ARTERIAL 1719 1
12 4
1750 45 33 2072 1935 1930 SR 3016 MINOR ARTERIAL 1721 1
12 4
1700 45 33 2073 1935 1940 SR 3016 MINOR ARTERIAL 1327 1
12 4
1700 45 33 2074 1940 1945 SR 3016 MINOR ARTERIAL 913 1
12 4
1700 45 33 2075 1945 1950 SR 3016 MINOR ARTERIAL 944 1
12 4
1700 45 33 2076 1950 1955 SR 3016 MINOR ARTERIAL 614 1
12 4
1700 45 33 2077 1955 1960 SR 3016 MINOR ARTERIAL 1134 2
12 4
1900 50 33 2078 1960 1965 SR 3016 MINOR ARTERIAL 1626 2
12 4
1900 50 33 2079 1965 1970 SR 3016 MINOR ARTERIAL 1457 1
12 4
1700 50 33 2080 1970 1980 SR 3016 MINOR ARTERIAL 1628 1
12 4
1750 50 33 2081 1970 3000 SR 3016 MINOR ARTERIAL 1098 1
12 4
1125 25 33 2082 1980 538 GREEN GARDEN RD COLLECTOR 2057 1
12 4
1700 45 33 2083 1980 1985 SR18 MINORARTERIAL 1593 1
12 4
1700 50 33 2084 1985 1990 SR 18 MINOR ARTERIAL 1722 1
12 4
1700 40 33 2085 1990 1995SR 18 MINOR ARTERIAL 1894 1
12 4
1700 40 40 2086 1995 3010 SR 18 MINOR ARTERIAL 2147 1
12 4
1700 50 40 2087 3000 1980 SR 18 MINOR ARTERIAL 1383 1
12 4
1750 50 33 2088 3000 3005 SR 18 MINOR ARTERIAL 2956 1
12 4
1700 50 33 2089 3005 226 SR 18 MINOR ARTERIAL 1586 1
12 4
1750 55 33 2090 3010 3015 SR 18 MINOR ARTERIAL 1452 1
12 4
1700 40 40 2091 3015 3020 SR 18 MINOR ARTERIAL 1127 1
12 4
1700 40 40 2092 3020 3025 SR 18 MINOR ARTERIAL 1582 1
12 4
1700 40 40 K-154 KID Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-154 KLD Engineering, P.C.
Rev. 2
2093 3025 3030 SR 18 MINOR ARTERIAL 1314 1
12 4
1700 50 40 2094 3030 3035 SR 18 MINOR ARTERIAL 1246 1
12 4
1700 40 40 2095 3035 3040 SR 18 MINOR ARTERIAL 2338 1
12 4
1700 50 40 2096 3040 3045 SR 18 MINOR ARTERIAL 2411 1
12 4
1700 40 40 2097 3045 3050 SR 18 MINOR ARTERIAL 2982 1
12 4
1700 40 40 2098 3050 3055 SR 18 MINOR ARTERIAL 1440 1
12 4
1750 50 40 2099 3055 283 SR 151 MINOR ARTERIAL 1983 1
12 4
1700 45 40 2100 3055 3071 SR 18 MINOR ARTERIAL 1395 1
12 4
1700 50 40 2101 3060 3065 SR 18 MINOR ARTERIAL 3374 1
12 4
1700 50 49 2102 3065 3072 SR 18 MINOR ARTERIAL 1261 1
12 4
1700 40 49 2103 3070 1079 US-30 MINOR ARTERIAL 213 1
12 4
1750 55 49 2104 3070 3090 SR 18 MINOR ARTERIAL 198 1
12 4
1125 25 49 2105 3071 3060 SR 18 MINOR ARTERIAL 1281 1
12 4
1700 50 40 2106 3072 3070 SR 18 MINOR ARTERIAL 524 1
12 4
1750 40 49 2107 3075 3070 US-30 MINOR ARTERIAL 1004 1
12 4
1750 50 49 2108 3080 5125 US-30 MINOR ARTERIAL 1481 1
12 4
1700 50 49 2109 3085 3090 SR 18 MINOR ARTERIAL 312 1
12 4
1700 45 49 2110 3085 3095 SR 18 MINOR ARTERIAL 2238 1
12 4
1700 45 49 2111 3090 1079 SR 18 MINOR ARTERIAL 224 1
12 4
1750 25 49 2112 3090 3085 SR 18 MINOR ARTERIAL 313 1
12 4
1700 45 49 2113 3095 3085 SR 18 MINOR ARTERIAL 2237 1
12 4
1700 45 49 2114 3095 4000 SR 18 MINOR ARTERIAL 1581 1
12 4
1700 45 49 2115 4000 3095 SR 18 MINOR ARTERIAL 1577 1
12 4
1700 45 49 2116 4000 4005 SR 18 MINOR ARTERIAL 2084 1
12 4
1575 35 49 2117 4005 4010 SR 18 MINOR ARTERIAL 1481 1
12 4
1575 35 49 Beaver Valley Power Station Evacuation Time Estimate K-155 KLD Engineering, P.C.
Rev. 2
Sauato Fe Up-Don Lan Shule Flw Fo Strea Strea Legt No of Wit Widt Rat Spee Grid Link #*
Node Nod Roda Nam Roada Typ (ft.
Lane (ft.
(f
-)
(-(p)Nme 2118 4010 4015 SR 18 MINOR ARTERIAL 2425 1
12 4
1700 55 49 2119 4015 4020 SR 18 MINOR ARTERIAL 3678 1
12 4
1575 35 49 2120 4020 4025 SR 18 MINOR ARTERIAL 2246 1
12 4
1700 45 49 2121 4025 4030 SR 18 MINOR ARTERIAL 2406 1
12 4
1700 45 56 2122 4030 4035 SR 18 MINOR ARTERIAL 2251 1
12 4
1700 40 56 2123 4035 4040 SR 18 MINOR ARTERIAL 2774 1
12 4
1700 40 56 2124 4040 4050 SR 18 MINOR ARTERIAL 2261 1
12 4
1750 30 56 2125 4045 4055 SR 18 MINOR ARTERIAL 2995 1
12 4
1700 40 56 2126 4050 4045 SR 18 MINOR ARTERIAL 1745 1
12 4
1350 30 56 2127 4055 4065 SR 18 MINOR ARTERIAL 5388 1
12 4
1700 40 56 2128 4065 4075 SR 18 MINOR ARTERIAL 4146 1
12 4
1700 40 61 2129 4075 4080 SR 18 MINOR ARTERIAL 2050 1
12 4
1700 40 61 2130 4080 4085 SR 18 MINOR ARTERIAL 3082 1
12 4
1750 35 61 2131 4085 4090 SR 18 MINOR ARTERIAL 2242 1
12 4
1700 40 61 SR 18 OFF-RAMP TO 2132 4090 912 US-22 FREEWAY RAMP 641 1
12 4
1700 45 61 2133 4090 913 SR 18 MAJOR ARTERIAL 1133 3
12 4
1900 40 61 2134 4095 4085 STEUBENVILLE PIKE LOCAL ROADWAY 1461 1
12 4
1750 30 61 2135 4098 4085 STEUBENVILLE PIKE LOCAL ROADWAY 1668 1
12 4
1750 30 61 2136 5000 5005 SR 18 MINOR ARTERIAL 2839 1
12 4
1700 40 61 2137 5005 5010 SR 18 MINOR ARTERIAL 2374 1
12 4
1700 40 61 2138 5010 5015 SR 18 MINOR ARTERIAL 1898 1
12 4
1700 40 61 2139 5020 235 US-30 MINOR ARTERIAL 3654 1
12 4
1575 35 63 2140 5022 5020 US-30 MINOR ARTERIAL 2583 1
12 4
1575 35 63 2141 5025 5022 US-30 MINOR ARTERIAL 2331 1
12 4
1575 35 63 Beaver Valley Power Station Evacuation Time Estimate K-156 KLD Engineering, P.C.
Rev. 2
212 5030 5025 US-30 MINOR ARTERIAL 2212 1
24 1575 35 58 2143 5035 634 ON-RAMP US-30 FREEWAY RAMP 1871 1
12 4
1700 45 57 2144 5035 5030 US-30 MINOR ARTERIAL 7474 1
12 4
1700 50 58 2145 5040 1057 OFF-RAMP US-30 FREEWAY RAMP 1715 1
12 4
1700 45 57 2146 5040 5035 US-30 MINOR ARTERIAL 967 1
12 4
1700 50 57 2147 5045 5040 US-30 MINOR ARTERIAL 4756 1
12 4
1700 50 57 2148 5050 5045 US-30 MINOR ARTERIAL 1645 1
12 4
1575 35 57 2149 5050 5060 CLINTON RD COLLECTOR 3196 1
12 4
1575 35 57 2150 5055 5050 US-30 MINOR ARTERIAL 3780 1
12 4
1750 35 57 2151 5060 313 CLINTON RD COLLECTOR 1326 1
12 4
1575 35 57 2152 5065 5050 WILSON RD LOCAL ROADWAY 1432 1
12 4
1750 30 57 2153 5070 5055 US-30 MINOR ARTERIAL 3810 1
12 4
1700 50 57 2154 5075 5070 US-30 MINOR ARTERIAL 4163 1
12 4
1575 35 57 2155 5080 5075 US-30 MINOR ARTERIAL 3470 1
12 4
1700 45 57 2156 5085 5080 US-30 MINOR ARTERIAL 2295 1
12 4
1700 45 57 2157 5090 5126 US-30 MINOR ARTERIAL 2265 1
12 4
1700 45 57 2158 5093 5090 US-30 MINOR ARTERIAL 1745 1
12 4
1700 45 57 2159 5095 5093 US-30 MINOR ARTERIAL 2335 1
12 4
1700 45 49 2160 5100 5095 US-30 MINOR ARTERIAL 3531 1
12 4
1700 45 49 2161 5105 5100 US-30 MINOR ARTERIAL 3299 1
12 4
1700 40 49 2162 5110 5105 US-30 MINOR ARTERIAL 2816 1
12 4
1700 45 49 2163 5115 5110 US-30 MINOR ARTERIAL 2512 1
12 4
1700 50 49 2164 5117 5115 US-30 MINOR ARTERIAL 1917 1
12 4
1700 50 49 2165 5120 5117 US-30 MINOR ARTERIAL 1827 1
12 4
1700 50 49 2166 5125 5120 US-30 MINOR ARTERIAL 2374 1
12 4
1700 50 49 Beaver Valley Power Station K-157 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
2167 5126 5085 US-30 MINOR ARTERIAL 1152 1
12 4
1700 45 57 2168 5130 3075 US-30 MINOR ARTERIAL 1784 1
12 4
1700 50 49 2169 5135 5130 US-30 MINOR ARTERIAL 1125 1
12 4
1700 40 49 2170 5140 5135 US-30 MINOR ARTERIAL 1531 1
12 4
1700 40 49 2171 5145 5140 US-30 MINOR ARTERIAL 1918 1
12 4
1700 50 40 2172 5150 5145 US-30 MINOR ARTERIAL 1620 1
12 4
1700 50 40 2173 5155 5150 US-30 MINOR ARTERIAL 1967 1
12 4
1700 50 40 2174 5160 311 SR 151 MINOR ARTERIAL 770 1
12 4
1700 40 40 2175 5160 5155 US-30 MINOR ARTERIAL 4111 1
12 4
1700 50 40 2176 5160 5165 US-30 MINOR ARTERIAL 1502 1
12 4
1700 40 40 2177 5165 5160 US-30 MINOR ARTERIAL 1502 1
12 4
1700 40 40 2178 5165 5170 US-30 MINOR ARTERIAL 1584 1
12 4
1700 40 40 2179 5170 5165 US-30 MINOR ARTERIAL 1574 1
12 4
1700 40 40 2180 5170 5175 US-30 MINOR ARTERIAL 1785 1
12 4
1700 40 40 2181 5175 5170 US-30 MINOR ARTERIAL 1785 1
12 4
1700 40 40 2182 5175 5180 US-30 MINOR ARTERIAL 2121 1
12 4
1700 40 39 2183 5180 5175 US-30 MINOR ARTERIAL 2162 1
12 4
1700 40 39 2184 5180 5185 US-30 MINOR ARTERIAL 1599 1
12 4
1700 40 39 2185 5185 5180 US-30 MINOR ARTERIAL 1552 1
12 4
1575 35 39 2186 5185 5190 US-30 MINOR ARTERIAL 1520 1
12 4
1700 40 39 2187 5190 5185 US-30 MINOR ARTERIAL 1520 1
12 4
1700 50 39 2188 5190 5195 US-30 MINOR ARTERIAL 1863 1
12 4
1700 40 39 2189 5195 5190 US-30 MINOR ARTERIAL 1886 1
12 4
1700 50 39 2190 5195 5200 US-30 MINOR ARTERIAL 1364 1
12 4
1750 40 39 2191 5200 5195 US-30 MINOR ARTERIAL 1371 1
12 4
1900 50 39 Beaver Valley Power Station Evacuation Time Estimate K-158 KLD Engineering, P.C.
Rev. 2
2192 5200 5210 SR 168 MINOR ARTERIAL 2030 1
12 4
1700 55 39 2193 5205 5200 SR 168 MINOR ARTERIAL 1705 1
12 4
1750 55 39 2194 5210 944 SR 168 MINOR ARTERIAL 1772 1
12 4
1700 55 39 2195 5215 5200 US-30 MINOR ARTERIAL 1800 1
12 4
1750 50 39 2196 5218 5215 US-30 MINOR ARTERIAL 1636 1
12 4
1700 50 39 2197 5220 5218 US-30 MINOR ARTERIAL 2371 1
12 4
1700 50 39 2198 5225 5220 US-30 MINOR ARTERIAL 1934 1
12 4
1700 50 39 2199 5228 5225 US-30 MINOR ARTERIAL 2561 1
12 4
1700 45 39 2200 5230 5228 US-30 MINOR ARTERIAL 1569 1
12 4
1700 45 39 2201 5230 5235 US-30 MINOR ARTERIAL 3425 1
12 4
1700 45 39 2202 5235 5240 US-30 MINOR ARTERIAL 1533 1
12 4
1700 50 39 2203 5240 5245 US-30 MINOR ARTERIAL 1704 1
12 4
1700 50 39 US-30 OFF-RAMP TO 2204 5240 6010 SR8 FREEWAY RAMP 1164 1
12 4
1700 40 39 2205 5245 5250 US-30 MINOR ARTERIAL 1514 1
12 4
1700 50 39 US-30 OFF-RAMP TO 2206 5245 6010 SR8 FREEWAY RAMP 1555 1
12 4
1700 40 39 2207 5250 5245 US-30 MINOR ARTERIAL 1511 2
12 4
1900 50 39 2208 5250 5255 US-30 MINOR ARTERIAL 2834 1
12 4
1700 50 31 2209 5255 5250 US-30 MINOR ARTERIAL 2829 2
12 4
1900 50 31 2210 5255 5260 US-30 MINOR ARTERIAL 2269 1
12 4
1700 50 31 2211 5260 5255 US-30 MINOR ARTERIAL 2269 2
12 4
1900 50 31 2212 5260 5262 US-30 MINOR ARTERIAL 1146 2
12 4
1900 50 31 2213 5262 5260 US-30 MINOR ARTERIAL 1145 2
12 4
1900 50 31 OFF-RAMP US 30 2214 5262 5270 NORTH FREEWAY RAMP 825 1
12 4
1350 30 31 Beaver Valley Power Station Evacuation Time Estimate K-159 KLD Engineering, P.C.
Rev. 2
2215 5270 5275 CR-30/6 COLLECTOR 447 1
12 4
1350 30 31 2216 5275 5280 SR 2 MINOR ARTERIAL 1013 1
12 4
1350 30 31 ON RAMP TO US 30 2217 5280 1231 SOUTH FREEWAY RAMP 553 1
12 4
1350 30 31 2218 5280 5282 SR2 MINOR ARTERIAL 391 1
12 4
1350 30 31 2219 5282 5280 SR 2 MINOR ARTERIAL 391 1
12 4
1350 30 31 2220 5282 5285 SR 2 MINOR ARTERIAL 440 1
12 4
1750 30 31 2221 5285 5282 SR 2 MINOR ARTERIAL 440 1
12 4
1350 30 31 2222 5285 5287 SR 2 MINOR ARTERIAL 590 1
12 4
1350 30 31 2223 5287 5285 SR 2 MINOR ARTERIAL 590 1
12 4
1750 30 31 2224 5287 5305 SR2 MINOR ARTERIAL 811 1
12 4
1750 30 31 2225 5290 5285 5TH ST LOCAL ROADWAY 605 1
12 4
1750 30 31 2226 5295 5285 5TH ST LOCAL ROADWAY 627 1
12 4
1750 30 31 2227 5305 5287 SR 2 MINOR ARTERIAL 811 1
12 4
1350 30 31 2228 5305 5310 3RD ST LOCAL ROADWAY 2858 1
12 4
1350 30 31 2229 5305 5320 SR 2 MINOR ARTERIAL 689 1
12 4
1350 30 31 2230 5310 1151 COUNTY HWY 1/4 LOCAL ROADWAY 6119 1
12 4
1350 30 38 2231 5310 5305 3RD ST LOCAL ROADWAY 2858 1
12 4
1750 30 31 2232 5315 5305 3RD ST LOCAL ROADWAY 386 1
12 4
1750 30 31 2233 5320 5325 SR 2 MINOR ARTERIAL 884 1
12 4
1750 30 31 2234 5325 5330 1ST ST LOCAL ROADWAY 215 1
12 4
1350 30 31 2235 5325 5340 SR 2 MINOR ARTERIAL 875 1
12 4
1350 30 31 2236 5330 1148 FAIRVIEW RD LOCAL ROADWAY 1041 1
12 4
1125 25 31 2237 5330 5325 1ST ST LOCAL ROADWAY 215 1
12 4
1750 30 31 2238 5335 5325 1ST ST LOCAL ROADWAY 505 1
12 4
1750 30 31 Beaver Valley Power Station Evacuation Time Estimate K-160 KLD Engineering, P.C.
Rev. 2
2239 5340 5347 SR2 MINOR ARTERIAL 3038 1
12 4
1700 45 31 2240 5345 5350 SR 2 MINOR ARTERIAL 1802 1
12 4
1700 45 29 2241 5347 5345 SR 2 MINOR ARTERIAL 3045 1
12 4
1750 45 31 2242 5350 5355 SR2 MINOR ARTERIAL 762 1
12 4
1575 35 29 2243 5355 5360 SR2 MINOR ARTERIAL 1078 1
12 4
1750 35 29 2244 5360 5375 SR 2 MINOR ARTERIAL 1193 1
12 4
1575 35 29 2245 5365 5360 CO RD 1 LOCAL ROADWAY 3175 1
12 4
1750 30 29 2246 5370 5360 6TH ST-NEWELL LOCAL ROADWAY 757 1
12 4
1750 30 29 2247 5375 5380 SR 2 MINOR ARTERIAL 2186 1
12 4
1700 55 29 2248 5380 5385 SR 2 MINOR ARTERIAL 2017 1
12 4
1700 55 29 2249 5385 5390 SR 2 MINOR ARTERIAL 4590 1
12 4
1700 55 29 2250 5390 5395 SR 2 MINORARTERIAL 4921 1
12 4
1700 55 28 2251 5395 5400 SR 2 MINORARTERIAL 2512 1
12 4
1700 55 37 2252 5400 5435 SR 2 MINOR ARTERIAL 3124 1
12 4
1700 45 37 2253 5415 5418 SR 2 MINOR ARTERIAL 1534 2
12 4
1900 45 37 2254 5418 5420 SR 2 MINOR ARTERIAL 2822 1
12 4
1700 55 37 2255 5420 5425 SR 2 MINOR ARTERIAL 3799 1
12 4
1700 55 37 2256 5425 5430 SR 2 MINOR ARTERIAL 4859 1
12 4
1700 55 38 2257 5430 5440 SR 2 MINOR ARTERIAL 3130 1
12 4
1700 55 47 2258 5435 5415 SR 2 MINOR ARTERIAL 2338 2
12 4
1750 45 37 2259 5440 5445 SR 2 MINOR ARTERIAL 2190 1
12 4
1700 55 47 2260 5445 5450 SR 2 MINOR ARTERIAL 3697 1
12 4
1700 55 47 2261 5450 5455 SR 2 MINOR ARTERIAL 4467 1
12 4
1750 35 47 SR 2 ON-RAMP FROM 2262 5452 5455 SR8 FREEWAY RAMP 279 1
12 4
1750 35 47 Beaver Valley Power Station Evacuation Time Estimate K-161 KLD Engineering, P.C.
Rev. 2
2263 5455 5460 SR 2 MINOR ARTERIAL 4449 1
12 4
1125 25 47 2264 5460 5462 SR 2 MINOR ARTERIAL 475 1
12 4
1750 25 47 2265 5462 5464 SR 2 MINOR ARTERIAL 313 1
12 4
675 15 47 2266 5464 5476 SR 2 MINOR ARTERIAL 498 1
12 4
675 15 47 2267 5465 5481 SR 2 MINOR ARTERIAL 656 1
12 4
1575 35 54 2268 5470 5472 SR 2 MINOR ARTERIAL 1680 1
12 4
1700 60 54 2269 5472 5474 SR 2 MINOR ARTERIAL 1892 1
12 4
1700 60 54 2270 5474 5475 SR 2 MINOR ARTERIAL 6088 1
12 4
1700 60 54 2271 5475 5485 SR 2 MINOR ARTERIAL 1507 1
12 4
1700 45 54 2272 5476 5479 SR 2 MINOR ARTERIAL 1191 1
12 4
1575 35 54 2273 5477 5462 S CHESTER ST LOCAL ROADWAY 643 1
12 4
1750 25 54 2274 5478 5462 MADISON ST LOCAL ROADWAY 233 1
12 4
1750 25 47 2275 5479 5480 SR 2 MINOR ARTERIAL 706 1
12 4
1575 35 54 2276 5480 5465 SR 2 MINOR ARTERIAL 3213 1
12 4
1575 35 54 2277 5481 5470 SR 2 MINOR ARTERIAL 2610 1
12 4
1700 40 54 2278 5485 5490 SR 2 MINOR ARTERIAL 1465 1
12 4
1700 45 54 2279 5490 1219 SR 2 MINOR ARTERIAL 1264 1
12 4
1700 45 59 2280 5495 1253 SR 2 MINOR ARTERIAL 1393 1
12 4
1700 40 59 2281 5620 1229 COUNTY HWY 9 COLLECTOR 2372 1
12 4
1350 30 47 2282 5620 5635 COUNTY HWY 7 LOCAL ROADWAY 4023 1
12 4
1350 30 47 2283 5622 5620 COUNTY HWY 7 LOCAL ROADWAY 3096 1
12 4
1350 30 47 2284 5635 5640 COUNTY HWY 7 LOCAL ROADWAY 1642 1
12 4
1350 30 47 2285 5640 5650 COUNTY HWY 7 LOCAL ROADWAY 1983 1
12 4
1350 30 47 2286 5650 5660 COUNTY HWY 7 LOCAL ROADWAY 2365 1
12 4
1350 30 47 2287 5660 5670 COUNTY HWY 7 LOCAL ROADWAY 1720 1
12 4
1350 30 54 Beaver Valley Power Station Evacuation Time Estimate K-162 KLD Engineering, P.C.
Rev. 2
228 5670 5791 COUNTY HWY 7 LOCAL ROADWAY 1842 1
24 1350 30 47 2289 5680 5791 JEFFERSON ST LOCAL ROADWAY 376 1
12 4
1350 30 54 2290 5685 5680 JEFFERSON ST LOCAL ROADWAY 1251 1
12 4
1350 30 47 2291 5695 5685 ROLLING ACRES RD LOCAL ROADWAY 2313 1
12 4
1350 30 47 2292 5720 1137 ROLLING ACRES RD LOCAL ROADWAY 3226 1
12 4
1350 30 47 2293 5720 5725 ROLLING ACRES RD LOCAL ROADWAY 2164 1
12 4
1350 30 47 2294 5725 5720 ROLLING ACRES RD LOCAL ROADWAY 2164 1
12 4
1350 30 47 2295 5725 5730 ROLLING ACRES RD LOCAL ROADWAY 1516 1
12 4
1350 30 47 2296 5730 5725 ROLLING ACRES RD LOCAL ROADWAY 1516 1
12 4
1350 30 47 2297 5730 5735 SR 8 MINOR ARTERIAL 1043 1
12 4
1700 40 47 2298 5730 5840 SR 8 MINOR ARTERIAL 4264 1
12 4
1700 40 47 2299 5731 5452 SR8 MINOR ARTERIAL 981 1
12 4
1575 35 47 2300 5732 5731 SR 8 MINOR ARTERIAL 1592 1
12 4
1575 35 47 2301 5733 5732 SR 8 MINOR ARTERIAL 1895 1
12 4
1575 35 47 2302 5734 5733 SR8 MINOR ARTERIAL 3863 1
12 4
1700 40 47 2303 5735 5730 SR8 MINOR ARTERIAL 1043 1
12 4
1700 40 47 2304 5735 5734 SR8 MINOR ARTERIAL 967 1
12 4
1700 40 47 2305 5740 5735 COUNTY HWY 3 COLLECTOR 1639 1
12 4
1575 35 47 2306 5745 5740 COUNTY HWY 3 COLLECTOR 1750 1
12 4
1575 35 47 2307 5747 5745 FLAT CEMENTARY RD LOCAL ROADWAY 899 1
12 4
1750 30 47 2308 5749 5745 FLAT CEMENTARY RD LOCAL ROADWAY 656 1
12 4
1750 30 47 2309 5750 5745 COUNTY HWY 3 COLLECTOR 3650 1
12 4
1575 35 47 2310 5791 5795 CO RD 7 LOCAL ROADWAY 652 1
12 4
1350 30 54 2311 5795 5479 CO RD 7 LOCAL ROADWAY 660 1
12 4
1350 30 54 2312 5825 5835 SR8 MINOR ARTERIAL 1924 1
12 4
1700 40 47 Beaver Valley Power Station K-163 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
2313 5830 5825 LAWNVIEW DR LOCAL ROADWAY 855 1
12 4
1125 25 47 2314 5835 5840 SR8 MINOR ARTERIAL 2576 1
12 4
1700 60 47 2315 5840 1201 COUNTY HWY 2/6 COLLECTOR 1178 1
12 4
1350 30 47 2316 5840 5730 SR8 MINOR ARTERIAL 4264 1
12 4
1700 40 47 2317 5885 1193 COUNTY HWY 5 COLLECTOR 4944 1
12 4
1350 30 38 2318 5890 5991 SR8 MINOR ARTERIAL 1144 1
12 4
1700 60 38 2319 5895 5890 SR8 MINOR ARTERIAL 1199 1
12 4
1700 60 38 2320 5900 5895 SR8 MINOR ARTERIAL 2871 1
12 4
1700 60 38 2321 5910 5900 SR8 MINOR ARTERIAL 1133 1
12 4
1700 60 38 2322 5991 5992 SR8 MINOR ARTERIAL 2270 1
12 4
1700 60 38 2323 5992 5993 SR 8 MINOR ARTERIAL 2588 1
12 4
1700 60 47 2324 5993 5825 SR8 MINOR ARTERIAL 2382 1
12 4
1700 40 47 2325 5995 5910 SR 8 MINOR ARTERIAL 2660 1
12 4
1700 60 39 2326 6000 5995 SR 8 MINOR ARTERIAL 2994 1
12 4
1700 60 39 2327 6005 6000 SR 8 MINOR ARTERIAL 3067 1
12 4
1700 60 39 2328 6010 6005 SR8 MINOR ARTERIAL 1812 1
12 4
1700 60 39 2329 6015 6018 US-30 FREEWAY 1068 3
12 4
2250 60 31 2330 6018 6020 US-30 FREEWAY 1016 3
12 4
2250 60 31 2331 6020 6025 US-30 FREEWAY 1657 3
12 4
2250 60 31 2332 6025 6030 US-30 FREEWAY 2596 2
12 4
2250 60 31 2333 6030 6035 US-30 FREEWAY 640 2
12 4
2250 60 31 2334 6035 6040 US-30 FREEWAY 1084 2
12 4
2250 50 31 2335 6040 6045 US-30 FREEWAY 464 2
12 4
2250 60 31 2336 6045 6070 US-30 FREEWAY 545 2
12 4
2250 60 31 2337 6050 6075 US-30 FREEWAY 4319 2
12 4
2250 70 30 Beaver Valley Power Station Evacuation Time Estimate K-164 KLD Engineering, P.C.
Rev. 2
2338 6055 1103 SR 7 MINOR ARTERIAL 600 2
12 4
1750 40 31 ON-RAMP US-30 2339 6055 6058 NORTH FREEWAY RAMP 318 1
12 4
1350 30 31 ON-RAMP US-30 2340 6058 6060 NORTH FREEWAY RAMP 422 1
12 4
1350 30 31 ON-RAMP US-30 2341 6060 6045 NORTH FREEWAY RAMP 503 1
12 4
1350 30 31 2342 6065 1103 SR7 MINOR ARTERIAL 923 2
12 4
1750 40 31 2343 6070 6050 US-30 FREEWAY 4061 2
12 4
2250 70 30 2344 6070 6762 OFF-RAMP US-30 FREEWAY RAMP 469 1
12 4
1350 30 31 2345 6075 6080 US-30 FREEWAY 3815 2
12 4
2250 70 19 2346 6080 6085 US-30 FREEWAY 2540 2
12 4
2250 70 19 2347 6085 6090 US-30 FREEWAY 1506 2
12 4
2250 70 19 2348 6090 6095 US-30 FREEWAY 3613 2
12 4
2250 70 19 2349 6095 6100 US-30 FREEWAY 2484 2
12 4
2250 70 19 2350 6100 6105 US-30 FREEWAY 2161 2
12 4
2250 70 19 2351 6105 6110 US-30 FREEWAY 4259 2
12 4
2250 70 19 2352 6110 6115 US-30 FREEWAY 1153 2
12 4
2250 70 19 2353 6115 6120 US-30 FREEWAY 4472 2
12 4
2250 75 18 2354 6120 6125 US-30 FREEWAY 4692 2
12 4
2250 75 18 2355 6125 6130 US-30 FREEWAY 2370 2
12 4
2250 75 18 2356 6130 6135 US-30 FREEWAY 6255 2
12 4
2250 75 9
2357 6135 6140 US-30 FREEWAY 2141 2
12 4
2250 75 9
2358 6140 6145 US-30 FREEWAY 3244 2
12 4
2250 75 9
2359 6155 6150 SR 45 MINOR ARTERIAL 4309 1
12 4
1700 45 9
2360 6160 609 ON-RAMP US-30 FREEWAY RAMP 523 1
12 4
1350 30 9
Beaver Valley Power Station Evacuation Time Estimate K-165 KLD Engineering, P.C.
Rev. 2
NORTH 2361 6160 6155 SR45 MINOR ARTERIAL 1810 1
12 4
1700 45 9
2362 6165 6160 E LIVERPOOL RD COLLECTOR 1895 1
12 4
1700 45 9
2363 6170 6165 E LIVERPOOL RD COLLECTOR 4953 1
12 4
1700 45 9
2364 6175 6170 E LIVERPOOL RD COLLECTOR 1279 1
12 4
1700 45 9
2365 6180 6175 E LIVERPOOL RD COLLECTOR 2859 1
12 4
1700 45 18 2366 6185 6180 E LIVERPOOL RD COLLECTOR 3635 1
12 4
1700 45 18 2367 6190 6185 E LIVERPOOL RD COLLECTOR 1118 1
12 4
1700 45 18 2368 6195 523 SR 7 MINOR ARTERIAL 2229 1
12 4
1700 55 19 2369 6195 727 SR 7 MINOR ARTERIAL 4166 1
12 8
1700 55 19 2370 6195 6190 E LIVERPOOL RD COLLECTOR 3528 1
12 4
1700 55 19 2371 6200 6195 E LIVERPOOL RD COLLECTOR 1769 1
12 4
1700 45 19 2372 6205 6200 E LIVERPOOL RD COLLECTOR 1568 1
12 4
1700 45 19 2373 6210 6205 E LIVERPOOL RD COLLECTOR 2956 1
12 4
1700 50 19 2374 6225 6210 E LIVERPOOL RD COLLECTOR 1350 1
12 4
1700 50 19 2375 6230 6225 E LIVERPOOL RD COLLECTOR 877 1
12 4
1700 50 19 2376 6235 6230 E LIVERPOOL RD COLLECTOR 1169 1
12 4
1700 50 19 2377 6240 6235 E LIVERPOOL RD COLLECTOR 1222 1
12 4
1700 50 19 2378 6245 6240 E LIVERPOOL RD COLLECTOR 1573 1
12 4
1700 50 19 2379 6245 6250 E LIVERPOOL RD COLLECTOR 1043 1
12 4
1700 50 19 2380 6250 6245 E LIVERPOOL RD COLLECTOR 1043 1
12 4
1700 50 19 2381 6250 6255 E LIVERPOOL RD COLLECTOR 976 1
12 4
1750 50 19 2382 6255 6250 E LIVERPOOL RD COLLECTOR 975 1
12 4
1700 50 19 2383 6255 6260 SR 170 MINOR ARTERIAL 1173 2
12 4
1750 45 19 2384 6255 6285 SR 170 MINOR ARTERIAL 1412 1
12 4
1700 45 19 Beaver Valley Power Station Evacuation Time Estimate K-166 KLD Engineering, P.C.
Rev. 2
235 6260 6255 SIR 170 MINOR ARTERIAL 1173 2
24 1750 45 19 ON-RAMP US-30 2386 6260 6265 NORTH FREEWAY RAMP 595 1
12 4
1700 45 19 2387 6260 6270 SR 170 MINOR ARTERIAL 1131 2
12 4
1900 45 19 SR 170 ON-RAMP 2388 6262 6260 FROM CO RD 447 FREEWAY RAMP 473 1
12 4
1750 45 19 ON-RAMP US-30 2389 6265 6090 NORTH FREEWAY RAMP 656 1
12 4
1700 45 19 2390 6270 6260 SR 170 MINOR ARTERIAL 1122 2
12 4
1750 45 19 2391 6270 6275 SR 170 MINOR ARTERIAL 1600 2
12 4
1750 50 19 2392 6275 6270 SR 170 MINOR ARTERIAL 1596 2
12 4
1900 50 19 2393 6275 6280 SR 170 MINOR ARTERIAL 2206 2
12 4
1750 50 19 2394 6278 6280 CO RD 428 COLLECTOR 538 2
12 4
1750 45 19 2395 6280 6275 SR 170 MINOR ARTERIAL 2211 2
12 4
1750 50 19 2396 6280 6290 SR 170 MINOR ARTERIAL 551 1
12 4
1700 45 19 2397 6285 698 SR 170 MINOR ARTERIAL 1700 1
12 4
1700 45 19 2398 6285 6255 SR 170 MINOR ARTERIAL 1412 1
12 4
1750 45 19 2399 6290 6280 SR 170 MINOR ARTERIAL 551 1
12 4
1750 45 19 2400 6290 6295 SR 170 MINOR ARTERIAL 739 1
12 4
1750 45 19 2401 6295 6290 SR 170 MINOR ARTERIAL 768 2
12 4
1900 45 19 2402 6295 6300 SR 170 MINOR ARTERIAL 1898 1
12 4
1700 45 19 2403 6295 6640 CO RD 430 LOCAL ROADWAY 513 1
12 4
1350 30 19 2404 6297 6295 CO RD 430 LOCAL ROADWAY 1594 1
12 4
1750 30 19 2405 6300 6295 SR 170 MINOR ARTERIAL 1904 1
12 4
1750 45 19 2406 6300 6310 SR 170 MINOR ARTERIAL 1330 1
12 4
1700 45 19 2407 6310 6300 SR 170 MINORARTERIAL 1330 1
12 4
1700 45 19 Beaver Valley Power Station K-167 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
2408 6310 6315 SR 170 MINOR ARTERIAL 627 1
12 4
1575 35 19 2409 6315 6310 SR 170 MINOR ARTERIAL 608 1
12 4
1700 45 19 2410 6315 6320 SR 170 MINOR ARTERIAL 712 1
12 4
1575 35 19 2411 6320 6315 SR 170 MINOR ARTERIAL 678 1
12 4
1575 35 19 2412 6320 6325 SR 170 MINOR ARTERIAL 910 1
12 4
1575 35 19 2413 6325 6320 SR 170 MINOR ARTERIAL 936 1
12 4
1575 35 19 2414 6325 6330 SR 170 MINOR ARTERIAL 1847 1
12 4
1700 50 19 2415 6330 6325 SR 170 MINOR ARTERIAL 1847 1
12 4
1700 50 19 2416 6330 6335 SR 170 MINOR ARTERIAL 1015 1
12 4
1575 35 19 2417 6335 6330 SR 170 MINOR ARTERIAL 1027 1
12 4
1575 35 19 2418 6335 6340 SR 170 MINOR ARTERIAL 640 1
12 4
1575 35 19 2419 6340 6335 SR 170 MINOR ARTERIAL 640 1
12 4
1575 35 19 2420 6340 6345 SR 170 MINOR ARTERIAL 1339 1
12 4
1700 40 19 2421 6345 6340 SR 170 MINOR ARTERIAL 1339 1
12 4
1700 40 19 2422 6345 6350 SR 170 MINOR ARTERIAL 688 1
12 4
1575 35 19 2423 6350 6355 SR 170 MINOR ARTERIAL 608 1
12 4
1575 35 19 2424 6355 6360 SR 170 MINOR ARTERIAL 884 1
12 4
1575 35 19 2425 6360 6365 SR 170 MINOR ARTERIAL 636 1
12 4
1575 35 19 2426 6365 6370 SR 170 MINOR ARTERIAL 1845 1
12 4
1700 40 11 2427 6370 6375 SR 170 MINOR ARTERIAL 677 1
12 4
1575 35 11 2428 6375 6380 SR 170 MINOR ARTERIAL 1043 1
12 4
1575 35 11 2429 6380 6385 SR 170 MINOR ARTERIAL 651 1
12 4
1700 40 11 2430 6385 6390 SR 170 MINOR ARTERIAL 1031 1
12 4
1700 40 11 2431 6390 6395 SR 170 MINOR ARTERIAL 1071 1
12 4
1700 40 11 2432 6395 6400 SR 170 MINORARTERIAL 926 1
12 4
1575 35 11 Beaver Valley Power Station Evacuation Time Estimate K-168 KLD Engineering, P.C.
Rev. 2
243 6400 6405 SR 170 MINOR ARTERIAL 905 1
24 1575 35 11 2434 6405 6410 SR 170 MINOR ARTERIAL 1504 1
12 4
1575 35 10 2435 6410 6415 SR 170 MINOR ARTERIAL 1436 1
12 4
1575 35 10 2436 6415 6420 SR 170 MINOR ARTERIAL 2170 1
12 4
1575 35 10 2437 6420 6436 SR 170 MINOR ARTERIAL 726 1
12 4
1575 35 10 2438 6425 6430 SR 170 MINOR ARTERIAL 2306 1
12 4
1700 40 10 2439 6430 6435 SR 170 MINOR ARTERIAL 999 1
12 4
1575 35 10 2440 6435 6440 SR 170 MINOR ARTERIAL 1431 1
12 4
1575 35 4
2441 6436 6425 SR 170 MINOR ARTERIAL 5504 1
12 4
1700 45 10 2442 6440 6445 SR 170 MINOR ARTERIAL 1229 1
12 4
1575 35 4
2443 6445 6450 SR 170 MINOR ARTERIAL 1722 1
12 4
1700 40 4
2444 6450 6455 SR 170 MINOR ARTERIAL 1506 1
12 4
1700 40 4
2445 6455 6460 SR 170 MINOR ARTERIAL 1644 1
12 4
1700 40 5
2446 6460 6465 SR 170 MINOR ARTERIAL 1517 1
12 4
1575 35 5
2447 6465 6470 SR 170 MINOR ARTERIAL 1836 1
12 4
1575 35 5
2448 6470 6475 SR 170 MINOR ARTERIAL 1998 1
12 4
1700 40 5
2449 6475 6480 SR 170 MINOR ARTERIAL 2508 1
12 4
1700 40 5
2450 6480 6485 SR 154 MINOR ARTERIAL 2587 1
12 4
1700 55 5
2451 6480 6523 SR 170 MINOR ARTERIAL 1338 1
12 4
1575 35 5
2452 6485 6490 SR 154 MINOR ARTERIAL 4381 1
12 4
1700 55 4
2453 6490 6495 SR 154 MINOR ARTERIAL 3784 1
12 4
1700 55 4
2454 6495 6500 SR 154 MINOR ARTERIAL 1728 1
12 4
1700 40 4
2455 6500 6505 SR 154 MINOR ARTERIAL 1700 1
12 4
1700 40 4
2456 6505 6510 SR 154 MINOR ARTERIAL 1544 1
12 4
1700 40 4
2457 6510 6515 SR 154 MINOR ARTERIAL 2140 1
12 4
1700 40 4
Beaver Valley Power Station K-169 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
2458 6515 35 SR 154 MINOR ARTERIAL 5149 1
12 4
1700 40 4
2459 6520 6480 SR 154 MINOR ARTERIAL 1699 1
12 4
1700 55 5
2460 6523 6525 SR 170 MINOR ARTERIAL 1157 1
12 4
1575 35 5
2461 6525 6526 SR 170 MINOR ARTERIAL 4264 1
12 4
1700 40 5
2462 6526 6530 SR 170 MINOR ARTERIAL 3501 1
12 4
1700 40 1
2463 6530 6535 SR 170 MINOR ARTERIAL 1605 1
12 4
1700 40 1
2464 6535 6540 SR 170 MINOR ARTERIAL 2023 1
12 4
1575 35 1
2465 6545 34 SR7 MINOR ARTERIAL 2267 1
12 4
1750 50 4
2466 6550 6545 CO RD 428 COLLECTOR 3810 1
12 4
1700 50 4
2467 6555 6550 CO RD 428 COLLECTOR 3956 1
12 4
1700 50 4
2468 6560 6555 CO RD 428 COLLECTOR 1740 1
12 4
1700 50 4
2469 6565 6560 CO RD 428 COLLECTOR 2552 1
12 4
1700 50 4
2470 6570 6565 CO RD 428 COLLECTOR 2563 1
12 4
1700 50 10 2471 6575 6570 CO RD 428 LOCAL ROADWAY 1640 1
12 4
1350 30 10 2472 6580 6575 CO RD 428 COLLECTOR 4961 1
12 4
1700 50 10 2473 6585 6580 CO RD 428 COLLECTOR 4295 1
12 4
1700 50 10 2474 6590 6585 CO RD 428 COLLECTOR 4055 1
12 4
1575 35 10 2475 6595 6590 CO RD 428 COLLECTOR 2074 1
12 4
1575 35 10 2476 6600 6617 CO RD 428 LOCAL ROADWAY 768 1
12 4
1125 25 10 2477 6605 6600 CO RD 428 COLLECTOR 1943 1
12 4
1575 35 10 2478 6610 6605 CO RD 428 LOCAL ROADWAY 1151 1
12 4
1350 30 19 2479 6615 6610 CO RD428 LOCAL ROADWAY 1848 1
12 4
1350 30 19 2480 6616 6595 CO RD 428 LOCAL ROADWAY 1045 1
12 4
1125 25 10 2481 6617 6616 CO RD 428 LOCAL ROADWAY 367 1
12 4
675 15 10 2482 6620 6615 CO RD 428 LOCAL ROADWAY 799 1
12 4
1350 30 19 Beaver Valley Power Station Evacuation Time Estimate K-170 KLD Engineering, P.C.
Rev. 2
243 6625 6620 CO RD 428 LOCAL ROADWAY 1463 1
24 1350 30 19 2484 6630 6625 CO RD 428 COLLECTOR 2619 1
12 4
1700 45 19 2485 6635 6630 CO RD 428 COLLECTOR 1960 1
12 4
1700 45 19 2486 6640 6290 CO RD 428 COLLECTOR 548 1
12 4
1700 45 19 2487 6640 6295 CO RD 430 LOCAL ROADWAY 513 1
12 4
1750 30 19 2488 6640 6635 CO RD 428 COLLECTOR 1401 1
12 4
1700 45 19 2489 6645 6640 CO RD 430 LOCAL ROADWAY 708 1
12 4
1350 30 19 2490 6650 6278 CO RD 428 COLLECTOR 847 1
12 4
1700 40 19 2491 6655 6650 CO RD 428 COLLECTOR 1286 1
12 4
1575 35 19 2492 6660 6655 CO RD 428 COLLECTOR 626 1
12 4
1750 40 19 CO RD 427 ON-RAMP 2493 6665 6655 TO CO RD 447 FREEWAY RAMP 589 1
12 4
1750 30 19 2494 6670 6660 CO RD 428 COLLECTOR 1488 1
12 4
1700 40 19 2495 6675 689 CO RD 428 COLLECTOR 1430 1
12 4
1700 40 19 2496 6680 6675 CO RD 428 COLLECTOR 2025 1
12 4
1700 40 30 2497 6685 6680 CO RD 428 COLLECTOR 1057 1
12 4
1700 40 30 2498 6690 6685 CO RD 428 COLLECTOR 648 1
12 4
1700 40 30 2499 6695 6690 CO RD 428 COLLECTOR 1266 1
12 4
1700 40 30 2500 6695 6700 CO RD428 LOCAL ROADWAY 612 1
12 4
1125 25 30 2501 6700 6695 CO RD 428 COLLECTOR 612 1
12 4
1700 40 30 2502 6700 6710 CO RD 428 LOCAL ROADWAY 623 1
12 4
1125 25 30 2503 6705 6680 ARMSTRONG AVE LOCAL ROADWAY 1912 1
12 4
1350 30 30 2504 6710 6700 CO RD 428 LOCAL ROADWAY 623 1
12 4
1125 25 30 2505 6710 6715 CO RD 428 LOCAL ROADWAY 1739 1
12 4
1750 25 30 2506 6715 6710 CO RD 428 LOCAL ROADWAY 1739 1
12 4
1125 25 30 Beaver Valley Power Station Evacuation Time Estimate K-171 KLD Engineering, P.C.
Rev. 2
6720 6715 MCKINNON AVE LOCAL ROADWAY 1117 4
1750 25 30 2509 6730 6715 MCKINNON AVE LOCAL ROADWAY 514 1
12 4
1750 25 30 2510 6735 6715 CO RD 428 LOCAL ROADWAY 673 1
12 4
1750 25 30 2511 6735 6740 CO RD428 LOCAL ROADWAY 1236 1
12 4
1125 25 30 2512 6740 6735 CO RD428 LOCAL ROADWAY 1236 1
12 4
1125 25 30 2513 6740 6785 GRANTST LOCAL ROADWAY 635 1
12 4
1125 25 31 2514 6740 6792 CO RD 428 LOCAL ROADWAY 414 1
12 4
1125 25 31 2516 6745 6750 W 5TH ST LOCAL ROADWAY 1000 1
12 4
1125 25 31 2517 6750 6755 JEFFERSON ST LOCAL ROADWAY 537 1
12 4
1125 25 31 2518 6755 6818 JEFFERSON ST LOCAL ROADWAY 416 1
12 4
1750 25 31 SR 7 ON-RAMP FROM 2519 6760 6055 US-30 FREEWAY RAMP 213 1
12 4
1700 45 31 US-30 ON RAMP FROM SR 7 &
2520 6760 6058 JEFFERSON ST FREEWAY RAMP 186 1
12 4
1125 25 31 2521 6762 6760 OFF-RAMP US-30 FREEWAY RAMP 292 1
12 4
1750 30 31 2522 6765 654 JACKSON ST LOCAL ROADWAY 523 1
12 4
1125 25 31 2523 6765 6750 W 5TH ST LOCAL ROADWAY 641 1
12 4
1125 25 31 2524 6770 722 E 5TH ST LOCAL ROADWAY 626 1
12 4
1125 25 31 2525 6770 6775 BROADWAY ST LOCAL ROADWAY 564 1
12 4
1750 25 31 2526 6775 723 E 6TH ST LOCAL ROADWAY 281 1
12 4
1125 25 31 2527 6775 6770 BROADWAY ST LOCAL ROADWAY 564 1
12 4
1750 25 31 2528 6775 6795 BROADWAY ST LOCAL ROADWAY 421 1
12 4
1125 25 31 2529 6780 6755 W6TH ST LOCAL ROADWAY 576 1
12 4
1125 25 31 2530 6780 6765 JACKSON ST LOCAL ROADWAY 510 1
12 4
1125 25 31 Beaver Valley Power Station Evacuation Time Estimate K-172 KLD Engineering, P.C.
Rev. 2
2531 6785 6740 GRANT ST LOCAL ROADWAY 635 1
12 4
1125 25 31 2532 6785 6790 LINCOLN AVE LOCAL ROADWAY 725 1
12 4
1125 25 31 2533 6790 711 W 9TH ST LOCAL ROADWAY 681 1
12 4
1350 30 31 2534 6790 6785 LINCOLN AVE LOCAL ROADWAY 725 1
12 4
1125 25 31 2535 6790 6795 LINCOLN AVE LOCAL ROADWAY 758 1
12 4
1125 25 31 2536 6792 6740 CO RD428 LOCAL ROADWAY 414 1
12 4
1125 25 31 2537 6792 6793 CO RD 428 LOCAL ROADWAY 633 1
12 4
1125 25 31 2538 6793 6792 CO RD 428 LOCAL ROADWAY 633 1
12 4
1125 25 31 2539 6793 6794 CO RD428 LOCAL ROADWAY 331 1
12 4
1125 25 31 2540 6794 6793 CO RD 428 LOCAL ROADWAY 331 1
12 4
1125 25 31 2541 6794 6795 CO RD 428 LOCAL ROADWAY 355 1
12 4
1125 25 31 2542 6795 723 CO RD428 LOCAL ROADWAY 315 1
12 4
1125 25 31 2543 6795 6775 BROADWAY ST LOCAL ROADWAY 421 1
12 4
1750 25 31 2544 6795 6790 LINCOLN AVE LOCAL ROADWAY 758 1
12 4
1125 25 31 2545 6800 6770 BROADWAY ST LOCAL ROADWAY 386 1
12 4
1750 25 31 2546 6805 6775 E 6TH ST LOCAL ROADWAY 434 1
12 4
1750 25 31 2547 6810 6805 E 6TH ST LOCAL ROADWAY 282 1
12 4
1125 25 31 2548 6815 6770 E 5TH ST LOCAL ROADWAY 414 1
12 4
1750 25 31 2549 6816 6815 E 5TH ST LOCAL ROADWAY 310 1
12 4
1125 25 31 2550 6817 6816 E 5TH ST LOCAL ROADWAY 395 1
12 4
1125 25 31 2551 6818 6760 W 8TH ST COLLECTOR 298 1
12 4
1750 45 31 2552 6820 6065 SR 7 MINOR ARTERIAL 1300 2
12 4
1900 40 30 2556 6835 6840 SR 7 MINOR ARTERIAL 2652 2
12 4
1900 60 29 2557 6840 6855 SR 7 MINOR ARTERIAL 2372 2
12 4
1900 60 28 2558 6855 6880 SR 7 FREEWAY 886 2
12 4
2250 60 28 Beaver Valley Power Station Evacuation Time Estimate K-173 KLD Engineering, P.C.
Rev. 2
2559 6860 6865 LISBON ST LOCAL ROADWAY 1236 1
12 4
1125 25 28 2560 6865 6870 LISBON ST LOCAL ROADWAY 1328 1
12 4
1125 25 28 2561 6870 6890 LISBON ST LOCAL ROADWAY 1517 1
12 4
1125 25 28 2562 6880 6885 SR 7 FREEWAY 2868 2
12 4
2250 65 28 2563 6885 276 SR 7 FREEWAY 4241 2
12 4
2250 65 28 2564 6890 6895 10TH ST LOCAL ROADWAY 516 1
12 4
1125 25 28 2565 6895 6900 COMMERCE ST LOCAL ROADWAY 2989 1
12 4
1125 25 28 2566 6900 1126 ATEN AVE LOCAL ROADWAY 757 1
12 4
1125 25 37 SR 7 ON-RAMP FRPM 2567 6905 276 SR 39 FREEWAY RAMP 725 1
12 4
1700 45 28 2568 6905 849 SR39 MINOR ARTERIAL 1280 1
12 4
1350 30 28 2569 6906 851 SR39 MINOR ARTERIAL 2459 1
12 4
1350 30 28 2570 6910 6915 SR39 MINOR ARTERIAL 3306 1
12 4
1350 30 28 2571 6915 6920 SR 39 MINOR ARTERIAL 1875 1
12 4
1350 30 28 2572 6920 6925 SR 39 MINOR ARTERIAL 3512 1
12 4
1350 30 28 2573 6925 6930 SR 39 MINOR ARTERIAL 943 1
12 4
1350 30 28 2574 6930 6935 SR 39 MINOR ARTERIAL 1981 1
12 4
1350 30 28 2575 6935 6940 SR 39 MINOR ARTERIAL 1957 1
12 4
1350 30 28 2576 6940 6945 SR 39 MINOR ARTERIAL 1867 1
12 4
1350 30 28 2577 6950 6955 SR 7 FREEWAY 5933 2
12 4
2250 65 37 2578 6955 12 SR 7 MINOR ARTERIAL 1070 2
12 4
1900 55 37 2579 6960 6965 SR 7 FREEWAY 3895 2
12 4
2250 65 37 2580 6965 6970 SR 7 FREEWAY 5968 2
12 4
2250 65 37 2581 6970 6975 SR 7 FREEWAY 3327 2
12 4
2250 60 46 2582 6975 6980 SR 7 MINOR ARTERIAL 5092 2
12 4
1750 55 47 Beaver Valley Power Station Evacuation Time Estimate K-174 KLD Engineering, P.C.
Rev. 2
Stea Stea Legt No.
of Wit it ae Sed Gi STRATTON HEIGHTS 2583 6978 6980 RD LOCAL ROADWAY 1085 1
12 4
1750 25 47 2584 6980 6985 SR 7 MINOR ARTERIAL 2408 2
12 4
1900 60 47 2585 6985 6990 SR 7 MINOR ARTERIAL 4019 2
12 4
1900 65 47 2586 6990 6995 SR 7 FREEWAY 1924 2
12 4
2250 65 47 2587 6995 11 SR 7 FREEWAY 3163 2
12 4
2250 65 47 2588 6996 6997 SR 7 FREEWAY 3801 2
12 4
2250 65 54 2589 6997 6998 SR 7 FREEWAY 2974 2
12 4
2250 65 54 2590 6998 616 SR 7 FREEWAY 1167 2
12 4
2250 65 54 2591 6999 10 SR 7 FREEWAY 2783 2
12 4
2250 65 54 2592 8105 1063 1-376 FREEWAY 345 2
12 4
2250 70 64 2593 8425 1136 1-376 FREEWAY 232 2
12 4
2250 70 3
2594 8892 892 US-22 FREEWAY 2516 2
12 4
2250 60 59 2595 8909 1078 US-22 MINOR ARTERIAL 1175 1
12 4
1750 60 64 2623 55 1376 SMITHS FERRY RD LOCAL ROADWAY 2571 1
12 4
1350 30 32 2624 1376 1377 SMITHS FERRY RD LOCAL ROADWAY 1165 1
12 4
1125 25 20 2625 1377 1378 SMITHS FERRY RD LOCAL ROADWAY 1373 1
12 4
1125 25 20 2626 1378 1379 SMITHS FERRY RD LOCAL ROADWAY 964 1
12 4
1125 25 20 2627 1379 1348 SMITHS FERRY RD LOCAL ROADWAY 1169 1
12 4
1350 30 20 EXIT LINK 787 8787 SR 68 MINOR ARTERIAL 1392 1
12 4
1350 30 16 EXIT LINK 1134 8854 1-76 FREEWAY 984 2
12 4
2250 65 2
EXIT LINK 6540 8541 SR 170 MINOR ARTERIAL 2997 1
12 4
1700 40 1
EXIT 1136 8425 1-376 FREEWAY 232 2
12 4
2250 70 3
Beaver Valley Power Station K-175 Evacuation Time Estimate KLD Engineering, P.C.
Rev. 2
LIK 630 8630 SR 65 MINOR ARTERIAL 2279 1
24 1700 50 3
EXIT LINK 892 8892 US-22 FREEWAY 2516 2
12 4
2250 60 59 EXIT LINK 5015 8015 SR 18 MINOR ARTERIAL 953 1
12 4
1700 40 61 EXIT LINK 1109 8109 SR 168 MINOR ARTERIAL 1337 1
12 4
1350 30 2
EXIT LINK 430 8430 SR 18 MINOR ARTERIAL 2411 2
12 4
1900 60 3
EXIT BIG SEWlCKLEY LINK 423 8423 CREEK RD COLLECTOR 2847 1
12 4
1700 45 36 EXIT LINK 9
8009 SR 152 MINOR ARTERIAL 2865 1
12 4
1575 35 53 EXIT LINK 999 8999 CO RD 46 LOCAL ROADWAY 1579 1
12 4
1350 30 53 EXIT LINK 1244 8495 SR 2 MINOR ARTERIAL 617 1
12 4
1350 30 59 EXIT LINK 20 8021 SR 213 MINOR ARTERIAL 1785 1
12 4
67S 15 37 EXIT LINK 1005 8005 SR 51 MINOR ARTERIAL 1094 2
12 4
1900 S5 S2 EXIT LINK 874 8874 1-76 FREEWAY 2520 2
12 4
2250 65 17 EXIT LINK 6145 8145 US-30 FREEWAY 2757 2
12 4
2250 75 9
EXIT 133 8133 SR 14 MINOR ARTERIAL 2197 2
12 4
1900 65 1
Beaver Valley Power Station K-176 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
LINK 6945 8946 SR 39 MINOR ARTERIAL 2264 1
12 4
1350 30 28 EXIT LINK 421 8421 SR 228 MINOR ARTERIAL 1511 1
12 4
1700 40 27 EXIT LINK 526 8940 SR 65 MINOR ARTERIAL 721 2
12 4
1900 50 52 EXIT LINK 621 8002 SR7 FREEWAY 4430 2
12 4
2250 65 59 EXIT LINK 38 8546 SR7 MINORARTERIAL 2384 1
12 4
1700 50 4
EXIT LINK 715 8715 SR 588 MINOR ARTERIAL 895 1
12 4
1700 50 8
EXIT LINK 6150 8150 SR45 MINOR ARTERIAL 1869 1
12 4
1700 60 9
EXIT LINK 1078 8909 US-22 MINOR ARTERIAL 1164 2
12 4
1900 60 64 EXIT LINK 1063 8105 1-376 FREEWAY 317 2
12 4
2250 70 64 Beaver Valley Power Station K-177 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Table K-2. Nodes in the Link-Node Analysis Network which are Controlled S
y Coto Grd a
1od 1175291at Cood Sntop19 25 1 1189804 485517 1 Actuated 30 27 1191602 486611 Actuated 30 32 1190047 486026 Actuated 30 34 1172080 544431 Actuated 4
42 1193997 487474 Stop 32 46 1196862 487610 Stop 32 60 1216538 488101 Actuated 32 61 1216784 488610 Stop 32 65 1217780 486951 Actuated 33 66 1218502 486247 Actuated 33 67 1219258 485508 Actuated 33 68 1220117 484641 Actuated 33 77 1213348 490541 Stop 32 82 1211248 503240 TCP-Actuated 20 83 1213432 505424 Stop 20 85 1209859 505458 Stop 20 91 1211452 518028 TCP-Actuated 11 103 1214993 530536 TCP-Actuated 5
112 1227122 529773 Stop 12 128 1225330 545575 TCP-Actuated 6
129 1222015 547579 Stop 6
137 1237758 538164 Actuated 6
138 1237721 537328 Stop 6
139 1240726 535413 Stop 6
140 1238811 537334 Actuated 6
141 1242007 535073 Actuated 7
144 1239863 536639 Actuated 6
147 1241540 535402 TCP - Actuated 6
148 1241483 535011 Stop 6
152 1241385 545032 Stop 6
154 1242864 534303 TCP-Actuated 7
161 1244627 532198 Actuated 7
162 1245294 531425 Actuated 7
172 1254377 517580 Actuated 15 176 1259911 513704 Actuated 15 194 1212407 472827 TCP-Actuated 39 201 1211901 472891 Stop 39 Beaver Valley Power Station Evacuation Time Estimate K-178 KLD Engineering, P.C.
Rev. 2
.I x
.5oto Gi a
210 1298401 415246 Actuated 64 222 1225214 479458 Stop 33 226 1236275 481436 TCP-Actuated 33 228 1238213 485403 Stop 33 231 1295783 414819 Actuated 64 239 1240907 488277 Stop 33 TCP -
242 1244891 490923 Uncontrolled 34 243 1245999 490954 Actuated 34 248 1251577 496275 TCP -Actuated 24 TCP -
259 1215571 488913 Uncontrolled 32 263 1264125 500828 Stop 25 265 1267594 500816 Stop 26 270 1257884 497178 Yield 25 273 1270254 498930 Stop 26 312 1251465 502129 Yield 22 358 1260263 508319 Stop 23 361 1262164 509298 TCP-Actuated 23 363 1262778 509532 Stop 23 383 1197810 542875 Stop 5
392 1212188 545596 Stop 5
432 1293026 472870 Stop 45 447 1280967 468859 Actuated 43 448 1281246 467156 Actuated 43 449 1281038 473056 Actuated 43 450 1253277 540518 Actuated 7
453 1281050 483022 Actuated 35 455 1255581 536760 Actuated 7
459 1280951 471431 Actuated 43 460 1255776 534311 Actuated 7
467 1280942 469854 Actuated 43 473 1256442 532766 Actuated 7
476 1256535 532598 Actuated 7
480 1256921 532315 Stop 7
484 1236599 492745 Stop 33 489 1237512 492862 Stop 21
.o.
K-179 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-179 KLD Engineering, P.C.
Rev. 2
490 1 1256768 1 529365 1 Actuated 14 492 1258589 529275 Stop 14 495 1256730 528617 Actuated 14 497 1258569 528520 Stop 14 498 1256691 527887 Actuated 14 500 1256558 524938 Actuated 14 501 1256659 527149 Actuated 14 503 1258559 527805 Stop 14 505 1256538 524421 Actuated 14 509 1255911 527195 Stop 14 511 1236814 507706 Stop 21 512 1234065 510050 Stop 21 515 1257185 522073 Actuated 14 520 1257522 522334 Actuated 14 521 1212491 496208 Stop 20 527 1172136 497876 Actuated 19 532 1258542 523511 Stop 14 540 1259647 523586 Stop 14 TCP -
544 1242438 473864 Uncontrolled 41 558 1259733 471927 Yield 41 562 1256966 483886 Yield 34 569 1255973 484555 Actuated 34 574 1224610 508468 Stop 21 579 1218617 506452 Stop 21 581 1267590 439374 Yield 51 608 1267801 439614 Yield 51 610 1265941 540988 Actuated 7
612 1272795 464306 Stop 42 618 1175524 428942 Actuated 54 626 1172913 419624 Stop 54 627 1173592 421208 Stop 54 629 1170687 419664 Actuated 54 647 1258171 496770 Stop 25 648 1258569 497613 Stop 25 652 1180242 486963 Stop 30 654 1182392 480734 Stop 31 656 1260620 518532 Stop 15 K-180 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-180 KLD Engineering, P.C.
Rev. 2
x S
Coto
.rd 0a Node Corint Coordinate.
6 6571 1260393 519838 1 Stoo 15 658 1260008 521266 Stop 14 659 1258651 521463 Stop 14 661 1259172 520708 Stop 14 663 1259969 521472 Stop 14 669 1258169 520685 Actuated 15 671 1183290 489387 Stop 30 673 1256639 526790 Actuated 14 681 1256670 527526 Actuated 14 682 1214314 506564 Stop 20 684 1256706 528242 Actuated 14 688 1256753 528956 Actuated 14 704 1179923 487645 Stop 30 714 1180579 483631 Stop 30 717 1292298 447368 Actuated 52 720 1257912 521017 Actuated 14 722 1183046 480945 Stop 31 723 1183322 481483 Stop 31 726 1182023 480862 Stop 31 730 1258441 520271 Actuated 15 733 1281034 465766 Stop 43 735 1258657 519963 Actuated 15 742 1252979 522468 Stop 13 743 1252741 523669 Stop 13 747 1251687 529159 Stop 13 755 1259147 519194 Actuated 15 756 1251988 526841 TCP-Actuated 13 764 1265786 510806 Stop 23 766 1266781 511363 Actuated 26 770 1259716 518064 Actuated 15 789 1267709 509599 Actuated 26 790 1261681 513884 Actuated 15 793 1275941 501146 Stop 26 799 1279338 502725 Stop 26 805 1264954 507808 Yield 23 809 1281329 465250 Stop 43 812 1269038 507427 Actuated 26 815 1271090 506126 Actuated 26 K-181 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-181 KLD Engineering, P.C.
Rev. 2
816 1280800 466279 Stop 43 818 1272425 504740 Yield 26 823 1275243 501011 Actuated 26 827 1278436 491453 Actuated 35 829 1280522 466758 Stop 43 830 1279505 487538 Actuated 35 835 1279824 485129 Stop 35 837 1280203 482948 Actuated 35 845 1280397 480648 Actuated 35 848 1279746 468529 Actuated 43 855 1279240 471690 Actuated 43 865 1279239 466922 TCP-Actuated 43 867 1280282 467091 Actuated 43 870 1280346 464656 Actuated 44 872 1281265 465861 Stop 43 875 1280766 463923 Actuated 44 878 1243502 558996 Yield 3
879 1244755 558944 Stop 3
880 1281787 462530 Actuated 44 882 1282403 462886 Stop 44 887 1284274 459726 Stop 44 890 1284043 459590 Actuated 44 TCP -
891 1255991 550536 Uncontrolled 3
900 1285663 457503 Actuated 44 905 1286516 455580 Actuated 44 907 1287577 456039 Stop 44 915 1288659 452271 Actuated 51 920 1289759 450289 Actuated 51 922 1290343 450855 Stop 51 925 1290536 448898 Actuated 51 930 1291740 447723 Actuated 52 936 1275979 485529 Stop 35 940 1298411 443932 Actuated 52 944 1208762 461907 Stop 39 947 1253052 529160 Stop 13 949 1252461 528409 Stop 13 950 1294914 446522 Stop 52 K-182 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-182 KLD Engineering, P.C.
Rev. 2
x y
Coto Grd 0a Node Corint Coordinat (ft) ft) ype umbe 1
9511 12524911 5291711 Stop 13 953 1251947 528401 Stop 13 954 1253047 528410 Stop 13 957 1252755 524539 TCP-Actuated 13 958 1252679 525303 Stop 13 960 1292748 449350 Actuated 52 962 1293042 449647 Stop 52 964 1291234 450696 Actuated 51 966 1253223 525284 Stop 13 967 1253963 525284 Stop 13 968 1289511 451876 Stop 51 969 1253180 524425 Stop 13 971 1253996 523799 Stop 13 972 1254010 524425 Stop 13 976 1253939 522492 Stop 13 979 1252869 523150 TCP-Actuated 13 983 1257860 488466 Stop 34 985 1286820 457185 Stop 44 990 1286166 457913 Stop 44 997 1171737 421464 Stop 54 1013 1285070 433982 Actuated 58 1015 1290423 445610 Actuated 51 1025 1287653 448268 Actuated 51 1027 1287174 447740 Yield 51 1035 1286322 449942 Actuated 51 1043 1268486 440563 Stop 51 1045 1282762 450264 Stop 51 1047 1273375 438238 Stop 51 1048 1273273 437606 Stop 51 1049 1268206 440053 Stop 51 1065 1282107 455145 Stop 51 1066 1296646 415037 Actuated 64 1071 1297172 415134 Actuated 64 1074 1297674 415246 Actuated 64 1079 1229064 451183 TCP-Actuated 49 1082 1276301 479151 Stop 35 1085 1278622 460142 TCP - Actuated 42 1086 1257645 497134 Yield 25 K-183 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-183 KLD Engineering, P.C.
Rev. 2
1087 1 1278025 1 462305 1 Stop 42 1089 1291622 444308 TCP-Actuated 52 1092 1290065 429837 Actuated 58 1093 1287116 428151 Actuated 58 1094 1286296 427624 Stop 58 TCP -
1095 1276917 468272 Uncontrolled 42 1097 1288809 429087 Actuated 58 1103 1181102 482849 Actuated 31 1104 1228557 548940 Stop 2
1110 1276435 477535 Yield 35 1111 1242007 559091 Yield 3
1113 1281118 465108 Actuated 43 1115 1276286 478308 Stop 35 1125 1272973 495388 TCP-Actuated 26 1126 1159963 474276 Stop 28 1128 1189932 498592 Actuated 19 1135 1272309 499397 TCP-Actuated 26 TCP -
1150 1269409 503147 Uncontrolled 26 1152 1268709 503643 Stop 26 1155 1268369 503875 Actuated 26 1158 1267822 504207 Stop 26 1160 1266750 504864 TCP-Actuated 26 1170 1263735 502351 TCP-Actuated 23 1174 1186294 468369 Stop 38 1175 1190336 468557 Stop 38 1180 1260401 501047 Actuated 25 1183 1258893 500073 TCP-Actuated 25 1184 1260351 501318 Stop 25 1185 1257762 497155 TCP-Actuated 25 1192 1257795 497258 Yield 25 1195 1266648 505737 TCP-Actuated 26 1197 1258174 498704 TCP-Actuated 25 1217 1256551 493190 Stop 25 1218 1177592 413892 Stop 59 1222 1177342 413891 TCP-Actuated 59 1225 1257503 490428 Stop 34 Beaver Valley Power Station Evacuation Time Estimate K-184 KLD Engineering, P.C.
Rev. 2
1230 1 1258019 1 489200 1 Stop 34 1233 1191905 403795 Actuated 59 1237 1196472 403155 Actuated 60 TCP -
1240 1257255 483683 Uncontrolled 34 1242 1177959 408087 Actuated 59 1246 1178692 408269 Actuated 59 1260 1265497 474478 TCP - Actuated 34 1264 1190100 404925 Actuated 59 1265 1265606 473706 Actuated 41 1275 1263240 472420 Stop 41 1303 1182621 408338 Actuated 59 1306 1258044 482373 Stop 34 1308 1182255 407843 Actuated 59 1310 1267862 474807 Actuated 35 1311 1177562 408809 Actuated 59 1314 1178146 404468 Actuated 59 1340 1271445 467140 Stop 42 1345 1272072 464147 Stop 42 1346 1174343 496233 Stop 19 1347 1207341 502177 Stop 20 1348 1207449 495307 Stop 20 1350 1272119 460369 Actuated 42 1364 1222706 499689 Stop 21 1395 1271201 475830 Stop 35 1410 1275732 477703 Actuated 35 1420 1275736 478243 Stop 35 1445 1267124 457573 Actuated 42 1456 1265212 456448 Yield 41 1480 1279538 447003 Stop 51 1520 1281479 440696 Actuated 51 1525 1285180 436355 Actuated 58 1530 1285941 435195 Actuated 58 1560 1284732 434483 Stop 58 1580 1281081 434572 Actuated 58 1585 1279871 434920 Actuated 58 1620 1265619 508534 Actuated 23 1640 1265503 508026 Stop 23 Beaver Valley Power Station Evacuation Time Estimate K-185 KLD Engineering, P.C.
Rev. 2
1645 1265861 508092 Actuated 23 1670 1263198 507508 Stop 23 1700 1261083 506816 TCP-Actuated 23 1710 1260262 506417 Actuated 23 1720 1260402 508034 Stop 23 1730 1259600 507658 Stop 23 1735 1259517 506020 Actuated 23 1745 1258862 507310 Stop 23 1750 1257963 505266 Actuated 23 1770 1255569 503954 Stop 23 1778 1253680 502962 Actuated 22 1780 1253500 502835 Actuated 22 1787 1252354 502534 Yield 22 1842 1237504 492109 Stop 33 1845 1236611 491928 Stop 33 TCP -
1900 1225979 480517 Uncontrolled 33 TCP -
1910 1223394 483361 Uncontrolled 33 1915 1226191 480903 Actuated 33 1935 1229024 484136 TCP-Actuated 33 1980 1233096 477093 TCP-Actuated 33 3000 1233143 478450 Stop 33 3055 1231677 458402 TCP-Actuated 40 3070 1228937 451354 TCP-Actuated 49 4000 1226011 449073 Stop 49 4050 1219524 430342 TCP-Actuated 56 4085 1221473 411509 Actuated 61 5040 1264041 425778 Stop 57 5050 1260658 431208 Actuated 57 TCP -
5100 1241392 441863 Uncontrolled 49 5200 1209868 465545 TCP-Actuated 39 5225 1203602 469686 Stop 39 5270 1189466 479428 Stop 31 5275 1189227 479806 Stop 31 5280 1188434 479176 Actuated 31 5285 1187782 478661 Actuated 31 5305 1186654 477830 Actuated 31 Beaver Valley Power Station Evacuation Time Estimate K-186 KLD Engineering, P.C.
Rev. 2
5325 1185205 477392 JActuated 31 5345 1179571 480740/ TCP - Actuated 31 5360 1176252 480876 Actuated 29 5415 1162911 466566 TCP-Actuated 37 TCP -
5435 1162092 468756 Uncontrolled 37 5455 1171305 441739 TCP - Actuated 47 5462 1173271 437227 TCP-Actuated 47 5479 1174550 435911 Stop 54 5622 1189501 442017 Stop 47 5680 1174817 436971 Stop 47 5730 1178029 448552 Stop 47 5735 1177014 448311 Stop 47 5745 1177535 451610 TCP-Actuated 47 5825 1185461 452551 Stop 47 5895 1188899 460291 Stop 38 5910 1192019 462801 Stop 39 6010 1194922 471940 Yield 39 6190 1166212 507224 Stop 18 6195 1169717 506830 Stop 19 6255 1179627 497790 Actuated 19 6260 1180767 498066 Actuated 19 6275 1182651 499960 Actuated 19 6280 1184700 500754 Actuated 19 6290 1184730 501305 Stop 19 6295 1185206 501829 Actuated 19 6345 1191528 509008 Stop 19 6480 1194690 542767 Stop 5
6545 1172420 542190 Stop 4
6640 1184694 501852 Stop 19 6655 1184967 498127 Actuated 19 6670 1184958 496015 Stop 19 6675 1184993 492968 Stop 19 6680 1184869 490947 Stop 30 6685 1184841 489891 Stop 30 6715 1184877 485011 Actuated 30 6740 1184230 483245 Stop 31 6750 1182004 481490 Stop 31 K-187 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-187 KLD Engineering, P.C.
Rev. 2
6 Coto Grd a
Noe*
Coodiat Coor.iate 6755 1182235 481975 Stop 311 6760 1181858 482554 Actuated 31 6765 1182585 481220 Stop 31 6770 1183651 480782 Actuated 31 6775 1183563 481339 Actuated 31 6795 1183484 481753 Stop 31 6818 1182088 482365 TCP-Actuated 31 6820 1179141 483808 Stop 29 6895 1162753 475614 Stop 28 6980 1168271 447699 Actuated 47 6995 1170463 439741 Yield 47
'Coordinates are in the North American Datum of 1983 Pennsylvania South State Plane Zone K-188 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate K-188 KLD Engineering, P.C.
Rev. 2
APPENDIX L Sub-Area Boundaries
L. SUB-AREA BOUNDARIES Sub-Area P-1 Sub-Area P-2 Sub-Area P-3 Sub-Area P-4 Sub-Area P-5 Sub-Area P-6 Pennsylvania The central most sub-area, includes Midland and Shippingport Boroughs (full);
Industry Borough, Greene and Raccoon Townships (partial). The sub-area is defined as the area enclosed on the north by Brookwood Drive/Wolf Run Road, on the east by Frankfort Road (State Route 18), on the south by McCleary Road to State Route 168, and on the west by Hill Road due North from Hookstown border to the first bend in the road to the west, at that point continue north (does not follow any geographic boundary) across the Ohio River to the southwestern corner of Midland Borough.
The north western sub-area, includes Glasgow (full); Ohioville Borough (partial).
The sub-area is defined as the area enclosed on the north by Tuscarawas Road, on the east by Engle Road, on the south by the Ohio River, and on the west by the Pennsylvania State Line.
The north eastern sub-area, includes Brighton Township, Industry Borough and Ohioville Borough (partial). The sub-area is defined as the area enclosed on the north by Tuscarawas Road, on the east by 1-376, on the south by Brookwood Drive/Wolf Run Road, and on the west by Engle Road.
The eastern sub-area, includes Potter and Raccoon Townships (partial). The sub-area is defined as the area enclosed on the north by the Ohio River, on the east by Raccoon Creek Road, on the south by the Raccoon Township line, and on the west by the Raccoon Township Line northbound to McCleary Road to Frankfort Road (State Route 18).
The southern sub-area, includes Greene Township (partial). The sub-area is defined as the area enclosed on the north by McCleary Road, on the east by the Greene Township Line southbound to State Route 18, on the south by the Greene Township Line, and on the west by State Route 168, excluding Hookstown Borough.
The western most sub-area, includes Georgetown and Hookstown Boroughs (full); Greene Township (partial). The sub-area is defined as the area enclosed on the north by the Ohio River, on the east by State Route 168 to the Hookstown boundary, from Hill Road due north from Hookstown to the first bend in the road to the west, at that point continue north (does not follow any geographic boundary), on the south by the Greene Township Line, and on the west by the Pennsylvania State Line.
L-1 KLD Engineering, p.c.
Beaver Valley Power Station Evacuation Time Estimate I.-1 KLD Engineering, P.C.
Rev. 2
Sub-Area P-7 Sub-Area P-8 Sub-Area P-9 Sub-Area P-10 Sub-Area P-11 Sub-Area P-12 Sub-Area 0-1 The northern most sub-area, includes South Beaver Township (full); Brighton Township, Chippewa Township, and Ohioville Borough (partial). The sub-area is defined as the area enclosed on the north by Blackhawk Road (State Route 251), on the east by the Chippewa Township Line southbound to the Brighton Township Line, on the south by Tuscarawas Road, and on the west by the Pennsylvania State Line.
The north eastern most sub-area, includes Beaver, Bridgewater, Fallston Boroughs, Patterson Township, Patterson Heights and Vanport Townships (full); Brighton and Chippewa Townships (partial). The sub-area is defined as the area enclosed on the north by the Chippewa Township Line eastbound to Steffens Hill Road, on the east by the Patterson Township Line southbound to the Beaver River, on the south by the Ohio River, and on the west by the Vanport Township Line northbound to the Brighton Township Line to the Chippewa Township Line.
The eastern most sub-area, includes Center Township, Monaca Borough (full);
Potter Township (partial). The sub-area is defined as the area enclosed on the north and on the east by the Ohio River, on the south by the Center Township Line, and on the west by the Center Township Line northbound to the Potter Township Line to Raccoon Creek.
The easternrmost sub-area, includes Aliquippa Borough, Hopewell Township, and South Heights Borough (full). The sub-area is defined as the area enclosed on the north by the Center Township Line, on the east by the Ohio River, on the south and on the west by the Hopewell Township Line.
The south eastern most sub-area, includes Independence Township (full). The sub-area is defined as the area enclosed within the Independence Township Lines.
The southernmost sub-area, includes Frankfort Springs Borough, and Hanover Township (full). The sub-area is defined as the area enclosed on the north, east and south by the Hanover Township Line, and to the west by the Hanover Township Line northbound to the Pennsylvania State Line.
Ohio The portion of Liverpool Township bounded by:
S S
S 0
East of Elizabeth St. and Fisher Rd.
South of St. Clair Township West of Pennsylvania - Ohio border North of the Ohio River.
L-2 KLD Engineering, p.c.
Beaver Valley Power Station Evacuation Time Estimate I.-2 KLD Engineering, P.C.
Rev. 2
Sub-Area 0-2 The portion of Liverpool Township bounded by:
East of Campground Rd. intersecting Annesley Rd.
South of St. Clair Township West of Fisher Rd. and Elizabeth St.
North of the Ohio River The portion of St. Clair Township bounded by:
Sub-Area 0-3 East of Annesley Rd. intersecting Cannon Mills Rd. intersecting Sprucevale Rd. intersecting the Little Beaver Creek intersecting State Route 170 South of Middleton Township West of Pennsylvania - Ohio border North of Liverpool Township Sub-Area 0-4 The portion of Middleton Township bounded by:
0 S
0 S
East of State Route 170 South by Pancake-Clarkson Rd.
West of Pennsylvania - Ohio border North of St. Clair Township West Virginia Sub-Area W-1 Sub-Area W-2 The northern most sub-area, includes Lawrenceville, Newell and the city of Chester. The sub-area is defined as the area enclosed on the east by the Pennsylvania State Line; on the north by the Ohio River, on the west by Arroyo Road (County Road 3/6) and White Oak Run Road (County Road 6) and on the south by (County Road) 208 (Allison Road/Race Track), (State) Route 8 (Veterans Boulevard), and Stewart Run Road (County Road 38).
The central sub-area, includes New Manchester and Tomlinson Run State Park.
The sub-area is defined as the area enclosed by the Pennsylvania State Line on the east; on the north by (County Road) 208 (Allison Road/Race Track), (State)
Route 8 (Veterans Boulevard) and Stewart Run Road (County Road 38); on the west by White Oak Run Road (County Road 6) to a line parallel to but 1/4 mile east of State Route 2 (Ohio River Blvd.) (excludes residences along Route 2 (Ohio River Blvd.), to Ferndale Road (County Road 3/5), to Washington School Road (County Road 3) to (State) Route 8 (Veterans Boulevard); and on the south by (State) Route 8 (Veterans Boulevard) and Gas Valley Road (County Road 18) to the Pennsylvania State Line.
L-3 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate L-3 KLD Engineering, P.C.
Rev. 2
Sub-Area W-3 The southernmost sub-area, includes Grant and Clay Districts. The sub-area is defined as the area enclosed by the Pennsylvania State Line on the east; Gas Valley Road (County Road 18) and (State) Route 8 (Veterans Boulevard) on the north; on the west by Archer Street to Mayhew Road to Hardens Run (County Road 7); and on the south by Hardens Run Road (County Road 7), to Wyle Ridge Road (County Road 9), to Chapman Road (County Road 9/2), to Cameron Hollow (County Road 7/6), to Shreeves Road (County Road 7/8), to the Pennsylvania State Line.
1-4 KID Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate L-4 KLD Engineering, P.C.
Rev. 2
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 6, region R03; a winter, 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 3:00 4:30 3 Hours 30 Minutes 3:05 4:30 4 Hours 30 Minutes (Base) 3:05 4:40 As discussed in Section 7.3, traffic congestion persists within the EPZ for about 4Y2 hours after the ATE. 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 congestion within the EPZ. The 9 0 th percentile ETE are also not sensitive to truncating the tail of the mobilization time distribution.
Beaver Valley Power Station Evacuation Time Estimate M-1 KLD Engineering, P.C.
Rev. 2
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 6, region R03; a winter, 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 Section 7.1 for additional information on population within the Shadow Region.
Table M-2 presents the ETE for each of the cases considered. The results show that the ETE is not materially impacted by changes in shadow evacuation from 0% to 20%. Tripling the shadow percentage increases the ETE by 15 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> and 40 minutes for the 9 0 th and 100th percentiles, respectively - a significant change for the 1 0 0th percentile. As discussed in Section 7.3 and shown in Figures 7-3 through 7-9, there is pronounced congestion in the Shadow Region, especially in New Cumberland, Rochester, Brighton and near the Pittsburgh International Airport.
The additional 30,624 evacuating shadow vehicles when tripling the shadow evacuation percentage to 60% intensifies this congestion and significantly increases ETE. Limiting shadow evacuation could reduce ETE.
Note, the telephone survey results presented in Appendix F indicate that 17% of households would elect to evacuate if advised to shelter. The results below indicate that reducing the shadow evacuation percentage from 20% to 17% would not impact ETE. 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 00 3:00 4:40 10 7,656 3:00 4:40 20 (Base) 15,312 3:05 4:40 60 45,936 3:20 6:20 Beaver Valley Power Station M-2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
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. 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 change in population within the study area was treated parametrically. The percent population change was varied between +/-30%. Changes in population 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 (R10), 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 6).
- 5. The base population is the sum of resident population from Table 3-1 and 20% of the population in the Shadow Region from Table 3-3: 113,427 + (20% x 136,962) = 140,819.
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 or equal to 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; 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 highlighted in red below - an increase or decrease of 30% in the EPZ population. FirstEnergy will have to estimate the EPZ population on an annual basis. If the EPZ population increases or decreases by 30% or more, an updated ETE analysis will be needed.
Beaver Valley Power Station M-3 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Table M-3. ETE Variation with Population Change Population Change Population Change Region Base 10%
20%
30%
Base
-10%
-20%
-30%
2-MILE 2:00 2:00 2:00 2:05 2:00 2:00 2:00 1:55 5-MILE 2:20 2:25 2:30 2:35 2:20 2:15 2:10 2:10 FULL EPZ 3:05 3:25 3:45 3:05 2:55 2:45 2:30 Population Change Population Change Region Base 10%
20%
30%
Base
-10%
-20%
-30%
2-MILE 4:30 4:30 4:30 4:30 4:30 4:30 4:30 4:30 5-MILE 4:35 4:35 4:35 4:35 4:35 4:35 4:35 4:35 FULL EPZ 4:40 4:40 4:55 5:05 4:40 4:40 4:40 4:40 Beaver Valley Power Station Evacuation Time Estimate M-4 KLD Engineering, P.C.
Rev. 2
APPENDIX N ETE Criteria Checklist
N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist 1.0 Introduction
- a. The emergency planning zone (EPZ) and surrounding area Yes Section 1 should be described.
D. A, map snoula De incluaea tnat iaentiries primary teatures of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.
Yes F-igure 1-1
- 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 Beaver Valley Power Station Evacuation Time Estimate N-1 KLD Engineering, P.C.
Rev. 2
R Reie Crtei Crtro Addese Comment
- e. Methods used to address data uncertainties should be described.
Yes Section 3 - avoid double counting Section 5, Appendix F - 4% 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, Yes Tables 2-1, 6-3 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
- 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 and Table 7-5 considered for each ETE calculation by downwind direction in each sector.
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.R Reie Crtei Crteio Addese Coment
- 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 6-2 and Table 7-6 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 2.1 and 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 l and 2 Yes 1.95 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 Beaver Valley Power Station Evacuation Time Estimate N-3 KLD Engineering, P.C.
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Reie Crieri Crtro Adrsse Coment 2.1.2 Transient Population
- 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 6-4 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, Table 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.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- 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 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 Appendix E, Tables E-2 (medical facilities),
location, and average population should be provided.
E-7 (correctional facilities) - list facilities, Special facility staff should be included in the total special type, location, and population 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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.R Reie Crtei Critrio Addese Comment
- c. The number of wheelchair and bed-bound individuals should be provided.
Yes Table 8-4, Table E-2
- 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 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, Table E-1 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 Beaver Valley Power Station Evacuation Time Estimate N-6 KLD Engineering, P.C.
Rev. 2
NRC Review Criteria Criterion Addressed Comments in ETE Analysis 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 Figures 2-1, 7-1 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.
Beaver Valley Power Station Evacuation Time Estimate N-7 KLD Engineering, P.C.
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R Reie Crtei Crtro Adrse Comments 2.5.3 Background and Pass Through Traffic
- a. The volume of background traffic and pass through traffic Yes Section 3.6 is based on the average daytime traffic. Values may be Table 3-6 reduced for nighttime scenarios.
Section 6 Table 6-4
- 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 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 Section 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.
Beaver Valley Power Station Evacuation Time Estimate N-8 KLD Engineering, P.C.
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Reie Crtei Crtro Addesse Comments
- c.
A table similar to that in Appendix A, "Roadway Characteristics," of NUREG/CR-7002 should be provided.
Yes Appendix K, Table K-1
- d. Calculations for a representative roadway segment should Yes Section 4 be provided.
- e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K-1 through K-65 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.
Beaver Valley Power Station Evacuation Time Estimate N-9 KLD Engineering, P.C.
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Reie Crtei Crtro Addesse Comment 3.4 Adverse Weather
- 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.
Beaver Valley Power Station Evacuation Time Estimate N-10 KLD Engineering, P.C.
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N eve Crtei Crtro Addesse Coment 4.1.1 Permanent Residents and Transient Population
- 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 6-4 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.
Beaver Valley Power Station Evacuation Time Estimate N-11 KLD Engineering, P.C.
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.R Reie Crtei Critrio Addese Coment 4.1.2 Transit Dependent Residents
- a. If available, existing plans and bus routes should be used Yes Section 8.4 - page 8-8. Pre-established in the ETE analysis. If new plans should be developed with pick-up points were used to develop bus the ETE, they have been agreed upon by the responsible routes for the ETE analysis-see Figure 8-2, authorities.
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 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 Sections 8.4, 8.5 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.
Beaver Valley Power Station Evacuation Time Estimate N-12 KLD Engineering, P.C.
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R Reie Crtei Crtro Addrsse Comet in Anaysi
- i.
Information should be provided to supports analysis of return trips, if necessary.
Yes Sections 8.3, 8.4 Figure 8-1 Tables 8-11 through 8-13 4.1.3 Special Facilities
- a.
Information on evacuation logistics and mobilization times Yes Sections 8.4, 8.6 Tables 8-14 through 8-16 should be provided.
- b. Discussion should be provided on the inbound and Yes Sections 8.4, 8.6 outbound speeds.
- c. The number of wheelchair and bed-bounds individuals Yes Section 8.4, Table 8-4 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, Tables 8-14 through 8-16
- e. Information should be provided that indicates whether Yes Section 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 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 8-11 through 8-13.
time elements for the return trips.
Beaver Valley Power Station Evacuation Time Estimate N-13 KLD Engineering, P.C.
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Reie Crtei Crtro Addesse Comment 4.1.4 Schools
- a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.
- b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds.
8-6.
School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain) and 8-9 (snow). Outbound speeds are defined as the minimum of the evacuation route speed capped at 45 mph.
Inbound speeds are limited to 45 mph.
- 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 Section 8.4 - page 8-6: Return trips are should be provided, not needed
- 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.
Beaver Valley Power Station Evacuation Time Estimate N-14 KLD Engineering, P.C.
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.R Reie Crtei Crtro Addese Comment
- g. Supporting information should be provided to quantify the time elements for the return trips.
Yes Return trips are not needed. Tables 8-7 through 8-9 provide time needed to arrive at host schools, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling
- a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.15.0). 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-1, C-2 analysis.
N-15 KLD Engineering, P.C.
Beaver Valley Power Station Evacuation Time Estimate N-15 KLD Engineering, P.C.
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S C Reie Crtei Crtro Addesse Comments 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.
- b. The minimum following model outputs should be provided Yes
- 1. Table J-5.
to support review:
- 2. Table J-3.
- 1. Total volume and percent by hour at each EPZ exit
- 3. Table J-1.
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 J-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 Beaver Valley Power Station Evacuation Time Estimate N-16 KLD Engineering, P.C.
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.R Reie Crtei Crtro Adrse Comments
- 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 Schools - Tables 8-7 through 8-9 populations.
Transit Dependent Population - Tables 8-11 through 8-13 Special Facilities - Tables 8-14 through 8-16, Section 8.6 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 Appendix M time should be provided.
Beaver Valley Power Station Evacuation Time Estimate N-17 KLD Engineering, P.C.
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NR Reie Crtei Crtro Adrse Comments
- b. A statement or discussion regarding presentation of enhancements to local authorities should be provided.
Yes Results of the ETE study were formally 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 unresolved issues remain.
that may affect the ETE.
5.4 Reviews and Updates
- a. A discussion of when an updated ETE analysis is required Yes 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 8.4 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 Beaver Valley Power Station Evacuation Time Estimate N-18 KLD Engineering, P.C.
Rev. 2