CNRFC - Hydrology - River Guidance - Tabular Data

Location:

# NOTE 1: # NOTE 2: # NOTE 3: # NOTE 4:

KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">EEL RIVER - FORT SEWARD (FTSC1)
Latitude: 40.22º N Longitude: 123.63º W Elevation: 217 Feet Forecast Type: Official Location
Location: Humboldt County in California Bulletin Group: North Coast River Group: North Coast
Issuance Time: Mar 22 2026 at 7:43 AM PDT Next Issuance: Mar 23 2026 at 9:00 AM PDT width="16%">
Action/Monitor: 55.0 Feet Minor Flood: 70.0 Feet Moderate Flood: 80.0 Feet Major Flood: 90.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Fort Seward (FTSC1) 03/22/2026 at 07:43 AM PDT Date & Time of Maximum Observed: 03/17/2026 at 07:00 AM PDT 10.97 Feet 2560 cfs & Time of Maximum Forecast: 03/22/2026 at 08:00 AM PDT 10.53 Feet 2052 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 10.97 2560 Normal 10.96 2547 - Normal 10.96 2547 0 Normal 10.96 2547 0 Normal 10.96 2547 0 Normal 10.95 2535 - Normal 10.94 2523 - Normal 10.95 2535 + Normal 10.94 2523 - Normal 10.94 2523 0 Normal 10.93 2511 - Normal 10.93 2511 0 Normal 10.92 2499 - Normal 10.92 2499 0 Normal 10.91 2487 - Normal 10.90 2475 - Normal 10.90 2475 0 Normal 10.90 2475 0 Normal 10.89 2463 - Normal 10.89 2463 0 Normal 10.89 2463 0 Normal 10.89 2463 0 Normal 10.88 2451 - Normal 10.88 2451 0 Normal 10.87 2439 - Normal 10.88 2451 + Normal 10.86 2427 - Normal 10.87 2439 + Normal 10.86 2427 - Normal 10.87 2439 + Normal 10.85 2415 - Normal 10.86 2427 + Normal 10.85 2415 - Normal 10.85 2415 0 Normal 10.84 2403 - Normal 10.83 2391 - Normal 10.83 2391 0 Normal 10.82 2379 - Normal 10.83 2391 + Normal 10.82 2379 - Normal 10.82 2379 0 Normal 10.81 2368 - Normal 10.81 2368 0 Normal 10.80 2356 - Normal 10.80 2356 0 Normal 10.80 2356 0 Normal 10.79 2344 - Normal 10.80 2356 + Normal 10.78 2333 - Normal 10.79 2344 + Normal 10.78 2333 - Normal 10.77 2321 - Normal 10.78 2333 + Normal 10.77 2321 - Normal 10.76 2309 - Normal 10.76 2309 0 Normal 10.77 2321 + Normal 10.76 2309 - Normal 10.76 2309 0 Normal 10.76 2309 0 Normal 10.75 2298 - Normal 10.74 2286 - Normal 10.73 2275 - Normal 10.72 2263 - Normal 10.72 2263 0 Normal 10.72 2263 0 Normal 10.72 2263 0 Normal 10.72 2263 0 Normal 10.71 2252 - Normal 10.70 2241 - Normal 10.70 2241 0 Normal 10.70 2241 0 Normal 10.69 2229 - Normal 10.70 2241 + Normal 10.69 2229 - Normal 10.68 2218 - Normal 10.69 2229 + Normal 10.68 2218 - Normal 10.67 2207 - Normal 10.67 2207 0 Normal 10.68 2218 + Normal 10.68 2218 0 Normal 10.67 2207 - Normal 10.66 2195 - Normal 10.66 2195 0 Normal 10.65 2184 - Normal 10.65 2184 0 Normal 10.64 2173 - Normal 10.64 2173 0 Normal 10.64 2173 0 Normal 10.63 2162 - Normal 10.63 2162 0 Normal 10.62 2151 - Normal 10.62 2151 0 Normal 10.62 2151 0 Normal 10.62 2151 0 Normal 10.61 2140 - Normal 10.62 2151 + Normal 10.61 2140 - Normal 10.61 2140 0 Normal 10.60 2129 - Normal 10.60 2129 0 Normal 10.59 2118 - Normal 10.60 2129 + Normal 10.60 2129 0 Normal 10.60 2129 0 Normal 10.59 2118 - Normal 10.59 2118 0 Normal 10.58 2107 - Normal 10.57 2096 - Normal 10.57 2096 0 Normal 10.57 2096 0 Normal 10.57 2096 0 Normal 10.56 2085 - Normal 10.56 2085 0 Normal 10.55 2074 - Normal 10.54 2063 - Normal 10.54 2063 0 Normal 10.54 2063 0 Normal 10.54 2063 0 Normal 10.54 2063 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 10.53 2052 Normal 10.53 2052 0 Normal 10.53 2052 0 Normal 10.53 2052 0 Normal 10.52 2041 - Normal 10.52 2041 0 Normal 10.51 2031 - Normal 10.51 2031 0 Normal 10.50 2020 - Normal 10.50 2020 0 Normal 10.49 2009 - Normal 10.49 2009 0 Normal 10.49 2009 0 Normal 10.48 1998 - Normal 10.48 1998 0 Normal 10.47 1988 - Normal 10.47 1988 0 Normal 10.46 1977 - Normal 10.45 1967 - Normal 10.45 1967 0 Normal 10.44 1956 - Normal 10.44 1956 0 Normal 10.43 1946 - Normal 10.43 1946 0 Normal 10.42 1935 - Normal 10.42 1935 0 Normal 10.41 1925 - Normal 10.41 1925 0 Normal 10.41 1925 0 Normal 10.41 1925 0 Normal 10.41 1925 0 Normal 10.41 1925 0 Normal 10.40 1914 - Normal 10.40 1914 0 Normal 10.40 1914 0 Normal 10.40 1914 0 Normal 10.39 1904 - Normal 10.39 1904 0 Normal 10.38 1894 - Normal 10.38 1894 0 Normal 10.37 1883 - Normal 10.37 1883 0 Normal 10.36 1873 - Normal 10.36 1873 0 Normal 10.35 1863 - Normal 10.34 1853 - Normal 10.34 1853 0 Normal 10.33 1842 - Normal 10.33 1842 0 Normal 10.32 1832 - Normal 10.32 1832 0 Normal 10.32 1832 0 Normal 10.31 1822 - Normal 10.31 1822 0 Normal 10.31 1822 0 Normal 10.31 1822 0 Normal 10.31 1822 0 Normal 10.30 1812 - Normal 10.30 1812 0 Normal 10.30 1812 0 Normal 10.29 1802 - Normal 10.29 1802 0 Normal 10.29 1802 0 Normal 10.28 1792 - Normal 10.28 1792 0 Normal 10.28 1792 0 Normal 10.27 1782 - Normal 10.27 1782 0 Normal 10.26 1772 - Normal 10.26 1772 0 Normal 10.25 1762 - Normal 10.25 1762 0 Normal 10.24 1752 - Normal 10.24 1752 0 Normal 10.24 1752 0 Normal 10.23 1742 - Normal 10.23 1742 0 Normal 10.23 1742 0 Normal 10.22 1733 - Normal 10.22 1733 0 Normal 10.22 1733 0 Normal 10.21 1723 - Normal 10.21 1723 0 Normal 10.21 1723 0 Normal 10.20 1713 - Normal 10.20 1713 0 Normal 10.20 1713 0 Normal 10.19 1703 - Normal 10.19 1703 0 Normal 10.19 1703 0 Normal 10.18 1694 - Normal 10.18 1694 0 Normal 10.17 1684 - Normal 10.17 1684 0 Normal 10.17 1684 0 Normal 10.16 1674 - Normal 10.16 1674 0 Normal 10.16 1674 0 Normal 10.15 1665 - Normal 10.15 1665 0 Normal 10.15 1665 0 Normal 10.14 1655 - Normal 10.14 1655 0 Normal 10.14 1655 0 Normal 10.13 1646 - Normal 10.13 1646 0 Normal 10.13 1646 0 Normal 10.12 1636 - Normal 10.12 1636 0 Normal 10.12 1636 0 Normal 10.12 1636 0 Normal 10.11 1627 - Normal 10.11 1627 0 Normal 10.11 1627 0 Normal 10.10 1617 - Normal 10.10 1617 0 Normal 10.10 1617 0 Normal 10.09 1608 - Normal Stages are rounded to the nearest hundredth (.01) of a foot. Flows are rounded to the nearest (1) cfs. Trends are determined using hourly change in unrounded stage and flow. Maximum Values are determined using unrounded stage and flow. End Web Content -->
communication-links"> class ="two-third-first nopad">