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16.2.5 Modeled Klamath River below Iron Gate Dam average weekly flow (cfs) for Period of RecordProposed Action Model Study 2L_MW_7_O dated December 7, 2012 Week of Water Year 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 7-Oct 1016 1229 1142 1384 1292 1350 1283 1108 1056 1267 1245 1070 1059 1117 1095 1158 1202 14-Oct 1005 1206 1029 1245 1279 1686 1264 1127 1013 1432 1433 1166 1027 1057 1040 1138 1206 21-Oct 1121 1346 1033 1204 1376 1767 1503 1170 1069 1533 1426 1227 1025 1130 1051 1180 1333 28-Oct 1126 1305 1183 1165 1887 1778 1372 1186 1061 1649 1467 1269 1034 1193 1081 1194 1479 4-Nov 1209 1302 1299 1174 1982 1602 1618 1223 1033 1640 1487 1324 1048 1091 1110 1167 1468 11-Nov 1070 1134 1129 1331 2840 1455 1419 1184 1005 1358 1478 1238 1107 1070 1115 1009 1253 18-Nov 1081 1293 1182 1665 4011 1580 1343 1226 1089 1307 1516 1274 1014 1042 1164 1138 1200 25-Nov 1024 2574 1316 2500 4322 1518 1316 1113 1150 1243 1258 1115 1014 1026 1042 1053 1539 2-Dec 1015 3027 1601 2827 3603 1479 1372 1029 1666 1094 1055 1136 1013 1011 1018 1011 2351 9-Dec 1198 2089 1862 2888 3831 1828 1535 1045 1159 1101 976 1028 962 989 972 955 1892 16-Dec 1085 1899 2333 4834 3146 2041 1615 1262 983 1014 982 1004 1073 1013 964 1195 4005 23-Dec 960 3526 3590 8182 3019 1568 1425 1521 969 952 991 969 1017 965 991 2673 4127 30-Dec 1037 8727 4779 6047 2363 1262 1538 1710 988 952 961 959 957 947 971 2496 2319 6-Jan 1026 5539 2475 5492 2306 1169 1655 1066 990 945 977 952 955 955 949 2317 8968 13-Jan 956 3057 2237 5064 2272 1539 1835 1021 1043 1401 991 987 945 970 1214 3408 14715 20-Jan 953 1802 2559 3887 2225 1964 1331 1139 1116 1461 1156 953 962 954 2379 2864 7804 27-Jan 1050 1502 2770 2908 2139 4010 1159 1153 1037 960 1014 970 1405 985 1302 3190 4769 3-Feb 1118 1709 4051 2714 2096 2673 1758 1031 1009 978 959 973 1271 1000 1181 2914 4960 10-Feb 1052 1761 3767 2656 1986 3102 2022 1105 947 1007 1054 934 965 961 2138 4317 6240 17-Feb 1052 1720 4100 3233 2424 2540 1967 1673 974 974 1050 972 1117 973 1209 10791 5527 24-Feb 1671 7915 6621 4940 2411 7759 2528 2624 1163 969 962 971 1112 1037 991 9096 4647 3-Mar 2181 13509 6995 3992 2304 11032 2063 2522 1671 1153 974 977 1038 1062 1080 9140 3836 10-Mar 2265 8017 7460 3955 2648 7776 1749 3000 2319 1573 1341 989 1166 1006 1463 6713 3322 17-Mar 1649 4709 7249 4783 2735 8963 2721 3070 6882 1700 1465 993 2251 1061 2631 6078 3273 24-Mar 1445 5171 8423 6736 3130 8017 3986 2231 7715 1678 1335 998 4575 1040 4370 4923 3043 505
Week of Water Year 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 31-Mar 1815 4290 5912 7136 3853 4801 2947 1682 6429 1860 1274 994 6896 1020 5619 3750 3351 7-Apr 2121 4131 7891 7021 4380 4114 2103 1433 6357 1835 1322 1048 7029 1080 3399 3385 2948 14-Apr 1530 4898 7345 5865 5157 3742 2126 1239 5318 1845 1291 1144 6259 1142 2903 3319 2222 21-Apr 1281 7145 4242 5821 5665 3068 1844 1319 3912 1725 1166 1175 5018 1153 4313 2692 2004 28-Apr 1548 5925 4076 5006 4108 2971 1738 1524 4118 1756 1184 1151 4168 1166 3239 2829 2932 5-May 1930 3876 5142 4137 3071 2464 1795 1681 4390 1553 1179 1150 3186 1160 2682 3740 3884 12-May 1566 4356 5014 3804 2499 2366 1762 1428 3037 1214 1143 1163 3359 1193 3965 2725 3151 19-May 1254 4272 4633 4097 2303 2093 1344 1386 3640 1147 1170 1138 3048 1188 3079 2348 2343 26-May 1273 3626 4324 4900 2039 1851 1145 1190 2842 1195 1625 1150 3103 1145 2537 3367 2020 2-Jun 1232 3408 5648 4249 1922 1983 1153 1155 2197 1517 1709 1140 2646 1145 2240 4578 1657 9-Jun 1167 2662 6562 3925 2116 2102 1232 1324 2042 2078 1479 1078 3222 1129 2226 2335 1667 16-Jun 1118 1963 5129 3653 1935 1956 1264 1821 1811 1759 1402 938 3275 1037 1946 1969 1749 23-Jun 1016 1629 3608 3114 1471 1435 1288 1446 1431 1211 1174 956 2216 955 1929 1588 1494 30-Jun 945 1633 2606 2298 1156 1261 1259 1050 1229 1116 1169 956 1374 952 1987 1365 1123 7-Jul 1002 1510 1998 1824 1077 1182 1056 980 1180 1049 1216 976 1124 980 1480 1411 1082 14-Jul 1072 1202 1403 1353 1122 1151 1028 1012 1220 1039 960 986 1124 997 1136 1196 1092 21-Jul 1014 1118 1305 1257 1049 1100 1016 937 1211 1006 993 972 1007 982 1140 1168 1045 28-Jul 1017 1044 1291 1271 1051 1005 1079 924 1192 1071 1006 979 948 992 1101 1161 1110 4-Aug 1064 1062 1324 1260 1085 1041 1021 921 1208 979 991 950 964 1028 1116 1169 1114 11-Aug 1089 1128 1225 1230 1110 1010 1021 970 1178 1061 1043 971 963 1063 1161 1203 1152 18-Aug 1031 1105 1169 1115 986 917 1026 995 1149 1046 1038 958 925 1040 1062 1107 1054 25-Aug 993 1062 1196 1154 962 980 1039 968 1125 1082 1055 984 999 1017 1050 1094 1118 1-Sep 1059 1119 1224 1173 1017 1061 1009 927 1143 1059 1052 1010 1020 1041 968 1106 1137 8-Sep 1083 1129 1239 1463 1024 1068 1011 966 1168 1091 1092 999 1062 1047 1172 1128 1089 15-Sep 1114 1200 1226 1282 1290 1085 1118 1088 1210 1111 1116 1110 1133 1098 1313 1179 1112 22-Sep 1124 1241 1250 1247 1177 1213 1158 1135 1383 1128 1095 1116 1117 1121 1099 1213 1215 29-Sep 1143 1251 1292 1265 1151 1304 1158 1158 1394 1144 1111 1125 1185 1117 1128 1210 1152 506
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National Marine Fisheries Service U
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7.4.5 LRS and SNS Population Dynami
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11.1.5 Critical Assumptions .......
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16 APPENDICIES ....................
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Table 8.2 UKL end-of-month elevatio
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LIST OF FIGURES Figure 3.1. The act
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Figure 11.17. Coho salmon fry habit
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ABBREVIATIONS AND ACRONYMS Abbrevia
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Abbreviation/Acronym YTEP WDFW WRIM
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In 2001, the Services issued BiOps
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Findings of Fact and Order of Deter
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proposed changes to the vegetation
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Figure 3.1. The action area for Rec
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4 PROPOSED ACTION Reclamation propo
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4.2 Element Two Operate the Project
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October 1 and March 1. The proposed
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Reclamation incorporated the 1981 t
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Provide Project irrigation deliveri
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Table 4.3. UKL fill rate adjustment
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Table 4.5. Calculation of fall/wint
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Flows below IGD are ultimately the
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The EWA, Project Supply, and UKL Re
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Table 4.8. Environmental Water Acco
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eleases somewhat on the ascending l
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fish disease, die off, entrainment,
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acre-feet when the Project Supply c
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Table 4.11. Monthly maximum Lower K
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4.2.4 Ramp-Down Rates at Iron Gate
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progresses and EWA volumes are upda
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O&M activities are carried out eith
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1. The A Canal has six headgates th
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Therefore, Reclamation proposes to
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coordinate with the NMFS to develop
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the confluence with Omogar Creek at
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though several major improvements t
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Sucker larvae transform into age-0
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units: (1) Clear Lake; (2) Tule Lak
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Figure 7.2. Adult spawning populati
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Table 7.1. Estimated LRS and SNS ad
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1905, Ch. 567, 33 Stat. 714). The P
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Figure 7.4 Modeled April through No
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7.9.2 Klamath Basin The Oregon Clim
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A change in mean precipitation rang
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Table 7.2 Impaired water bodies wit
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Table 7.3 Seasonal comparisons of p
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ammonia that is lethal to 50 percen
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Table 7.4 Estimated external phosph
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examination of juvenile suckers fro
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Evaluation of baseline hydrology in
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2012 1931 through 2012 12.6% 0.24 5
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The overall water year trend (Table
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Figure 7.7 Sprague River trends, wa
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Figure 7.9 Sprague River trends, wa
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Figure 7.12 Williamson River trends
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Figure 7.14 UKL trends, water years
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Figure 7.17 UKL: net inflow departu
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7.10.3.3 Competition and Predation
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By late July, surviving larval suck
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Threat Nature of Threat Life Stage
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2011) and increased adult spawning
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Based on the best available informa
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contrast, water levels began 1.5 ft
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evaporation and seepage estimated a
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prolonged low oxygen conditions if
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The April through September 4,034.6
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8 EFFECTS OF THE ACTION ON LOST RIV
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Although the volume of Project wate
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than 1 m), and fitting one or more
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Figure 8.3. UKL elevations at the e
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Services and Reclamation will deter
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For cumulative net inflow values be
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Figure 8.8. UKL elevations at the e
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Figure 8.10. UKL elevations at the
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Figure 8.12. UKL elevations at the
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natural and man-caused changes in i
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Table 8.1 UKL end-of-month surface
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UKL. Based on best available inform
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larvae in UKL. Annual production of
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Table 8.5 UKL end-of-month elevatio
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Based on our review of the literatu
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into the Pelican Bay water quality
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We assume that UKL surface elevatio
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vary by several orders of magnitude
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survival rates, we know that some o
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populations, and contains the large
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8.3.5.1 Effects to Adult Sucker Spa
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Table 8.8 Clear Lake surface elevat
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occur, especially in the west lobe.
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Table 8.9 End of the month surface
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8.3.7.4 Effects of Entrainment Loss
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The source of the sediment is unkno
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period when they migrate upstream t
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limited LRS and SNS persistence in
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term and localized and because fish
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8.5.1 Canal Salvage Reclamation pro
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high predation rates and failure of
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include the Klamath Basin Rangeland
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Figure 9.1 Designated CHUs for the
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These are discussed in greater deta
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The proposed action will have no ef
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No other spawning habitat exists be
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consulted on. Current monitoring da
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proposed action and this PCE suppor
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Because of a multi-decade lack of r
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Adverse effects of the proposed act
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that juvenile survival is most like
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elocation effort in Lake Ewauna to
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LRS and SNS population resiliency o
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stratum 4 (Interior Klamath) in whi
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Pacific salmonids Oncorhynchus spp.
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scenario, actions and elements of t
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flow prescriptions should mimic pro
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11.2.1 Current Condition of Critica
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11.2.2 Factors Affecting SONCC Coho
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e disoriented or displaced downstre
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enhancement, and rehabilitative act
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Water Temperature Sedimentation Org
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Figure 11.1 Longitudinal and season
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functioning floodplains that fail t
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downstream of IGD, (2) enhance coho
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few local ranchers and water distri
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in some tributaries, access to and
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11.3.7 Summary of Critical Habitat
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these two time periods, the effects
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consists of approximately 29,000 ac
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The PacifiCorp habitat conservation
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IGD, or used in constructed habitat
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estoration, watershed planning, sal
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Table 11.4. Modeled suspended sedim
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parasites Ceratomyxa shasta (causes
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that become infected is estimated t
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where snow water equivalent is proj
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minimizing disease risks, the detai
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Figure 11.4. Proposed action, histo
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Figure 11.6. Proposed action weekly
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Figure 11.9. Regression between EWA
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Figure 11.11. Proposed action and o
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Figure 11.12. Number of days per wa
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Figure 11.14. Monthly coefficient o
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IGD. The proposed action modeled da
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The results from Table 11.7 indicat
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likely to increase the quantity of
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habitat decreases between the Shast
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Table 11.9. Daily average mainstem
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Table 11.10. Daily average mainstem
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5% 3336 13176 27664 26168 30946 237
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The proposed action results in agri
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Figure 11.21. Monthly mean of daily
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Riparian restoration projects will
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expected to be typical riparian spe
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Table 11.13. Annual percent of proj
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esource needs as they grow, and 3)
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11.5.2 Klamath River Basin Adjudica
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coho salmon within the Klamath Rive
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aspects of a natural flow regime th
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element of coho salmon critical hab
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12.1.1.1 Risk Analyses for Endanger
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ESU DIVERSITY STRATA POPULATIONS IN
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eproduction, and distribution. The
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Figure 12.2. Historic population st
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the average ratio of IP-km to total
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Although long-term data on coho sal
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1980 1981 1982 1983 1984 1985 1986
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maintain viable abundances in many
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12.2.5.5 Viability Summary Though p
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coastal currents and upwelling, kno
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12.2.6.2 Marine Derived Nutrients M
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fisheries south of Cape Falcon, Ore
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12.3 Environmental Baseline of Coho
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water temperatures up to 19 ºC in
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some coho salmon smolts may stop mi
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threshold, all Klamath River coho s
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abundance threshold (Table 12.3). T
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mainstem Klamath and Trinity rivers
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Although there are risks to Klamath
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activities are generally beneficial
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12.4 Effects to Individuals The pro
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12.4.1.2 Response 12.4.1.2.1 Adults
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(2012) believes is representative o
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genotype II density of 5 spores/L w
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flows provide a limit to the increa
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polychaete and sediment disturbance
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which will likely result in a relat
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etween Trees of Heaven (RM 172) and
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action. Reclamation estimated that
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Based on literature, increased comp
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Table 12.6. Summary of risks result
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most juveniles. Stream flow diversi
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at most fish relocation sites, base
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higher, the minimally increased sed
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Small pulses of moderately turbid w
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Boulder faces in the deflector stru
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conditions may fail if those condit
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Adverse effects of the proposed act
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Potential Stressor Habitat Reductio
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Potential Stressor Elevated water t
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12.6.2 Effects of fitness consequen
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13 INCIDENTAL TAKE STATEMENT Sectio
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Table 13.1 Summary of maximum annua
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in fewer larvae and juveniles, and
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Table 13.2 Estimated annual maximum
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1.2.1.8. Incidental Take Caused by
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characteristics of aquatic species,
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Table 13.5 Expected annual Environm
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Cause of Incidental Take Habitat Re
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Clear Lake, Gerber Reservoir, and T
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This term and condition is requirin
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13.4 Mandatory Monitoring and Repor
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Required hydrologic monitoring incl
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Table 13.7. Summary of LRS and SNS
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T&C or Mandatory Monitoring Mandato
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Table 13.9 Summary of reporting and
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Table 13.10 Summary of meetings req
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the above QA/QC procedures describe
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Barry, P.M., E.C. Janney, D.A. Hewi
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Burdick, S.M. and J. Rasmussen. 201
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Dunsmoor, L., L. Basdekas, B. Wood,
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Garen, D. 2011, Upper Klamath Basin
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Janney, E.C., B.S. Hayes, D.A. Hewi
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Laenen, A., and A.P. LeTourneau. 19
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Miller, R.R., and G.R. Smith. 1981.
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Perkins, D.L., and G.G. Scoppettone
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(Deltistes luxatus) in Tule and Cle
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Terwilliger, M. 2006. Physical habi
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USBR [U.S. Bureau of Reclamation].
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Williams, J.E. 2000. Chapter 13. Th
Page 453 and 454:
Arthington, A.H., S.E. Bunn, N.L. P
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Beeman, J., S. Juhnke, G. Stutzer a
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Brommer, J.E. 2000. The evolution o
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Department of the Army Regional Gen
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Chilcote, M. W. 2003. Relationship
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Dunsmoor LK, and Huntington CW. 200
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Foott, J.S., R. Stone, E. Wiseman,
Page 467 and 468:
Habera, J.W., R.J. Strange, B.D. Ca
Page 469 and 470:
Hemstreet, T. 2013. Electronic mail
Page 471 and 472: Jordan, M. S. 2012. Hydraulic predi
Page 473 and 474: Kostow, K. E., A. R. Marshall and S
Page 475 and 476: MacFarlane, R. B., S. Hayes, and B.
Page 477 and 478: Moyle, P. B. 2002. Inland Fishes of
Page 479 and 480: PacifiCorp Klamath Hydroelectric Pr
Page 481 and 482: Oregon Department of Environmental
Page 483 and 484: Puckridge, J. T., F. Sheldon, K. F.
Page 485 and 486: Ring, T.E. and B. Watson. 1999. Eff
Page 487 and 488: Sommer, T. R., M. L. Nobriga, W. C.
Page 489 and 490: Taylor, R. 1991. A review of local
Page 491 and 492: USFWS [U. S. Fish and Wildlife Serv
Page 493 and 494: Ward G, and Armstrong N. 2010. Asse
Page 495 and 496: Winker, K., J. H. Rappole, and M. A
Page 497 and 498: 77 FR 476. National Marine Fisherie
Page 499 and 500: UKL Elevation (feet) Active Storage
Page 505 and 506: 16.2 Appendix B: Elevation Flow Dat
Page 507 and 508: 490
Page 509 and 510: Week of Water Year 1981 1982 1983 1
Page 521: Week of Water Year 1998 1999 2000 2
Page 527 and 528: Water Year October November Decembe
Page 533 and 534: 16.3 Appendix C: Description of Res
Page 535 and 536: 4. Removal of Small Dams (permanent
Page 537 and 538: Information regarding consideration
Page 539 and 540: 9. Piping Ditches a. Project Descri
Page 541 and 542: . Site-Specific Restrictions Restri
Page 543 and 544: 6. Protection Measures The followin
Page 545 and 546: to enter or be placed where they co
Page 547 and 548: shall be distributed throughout the
Page 549 and 550: weed free straw, silt fences) are i
Page 551 and 552: the project is located, and compris
Page 553 and 554: 2. Post Construction Monitoring and
Page 555 and 556: Median Seasonal Flow (acre-feet) Me
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Median Seasonal Flow (acre-feet) Me
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Page 579 and 580:
Page 581 and 582:
Page 583 and 584:
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Median Seasonal Net Inflow (acre-fe
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16.5 Appendix E: Observed and Model
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Observed and modeled proposed actio
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Observed and modeled proposed actio
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16.6 Appendix F: Analyzing the rela
Page 605 and 606:
Table 1. Paired comparison of the c
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Table 3. The difference in the mean
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