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">DEER CREEK - VINA (DCVC1)
Latitude: 40.01º N Longitude: 121.95º W Elevation: 479 Feet
Location: Tehama County in California Bulletin Group: Upper Sacramento River Group: Upper Sacramento
Issuance Time: Feb 08 2026 at 7:21 AM PST Next Issuance: Feb 09 2026 at 9:00 AM PST width="16%">
Action/Monitor: N/A Minor Flood: N/A Moderate Flood: N/A Major Flood: N/A

# Tabular Observed and Forecast Hydrograph Information 02/08/2026 at 07:23 AM PST Date & Time of Maximum Observed: 02/03/2026 at 06:00 PM PST 1.58 Feet 242 cfs & Time of Maximum Forecast: 02/11/2026 at 09:00 AM PST 2.17 Feet 435 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 1.58 242 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.58 242 0 Not Applicable 1.57 239 - Not Applicable 1.57 239 0 Not Applicable 1.57 239 0 Not Applicable 1.57 239 0 Not Applicable 1.56 236 - Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.57 239 + Not Applicable 1.56 236 - Not Applicable 1.55 234 - Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.56 236 + Not Applicable 1.55 234 - Not Applicable 1.56 236 + Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.57 239 + Not Applicable 1.56 236 - Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.56 236 0 Not Applicable 1.55 234 - Not Applicable 1.56 236 + Not Applicable 1.55 234 - Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.54 231 - Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.55 234 + Not Applicable 1.54 231 - Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.55 234 + Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.55 234 0 Not Applicable 1.54 231 - Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.55 234 + Not Applicable 1.54 231 - Not Applicable 1.55 234 + Not Applicable 1.54 231 - Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.54 231 0 Not Applicable 1.53 228 - Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.52 226 - Not Applicable 1.53 228 + Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.53 228 0 Not Applicable 1.52 226 - Not Applicable 1.53 228 + Not Applicable 1.52 226 - Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.51 223 - Not Applicable 1.52 226 + Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 1.52 226 Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.52 226 0 Not Applicable 1.51 223 - Not Applicable 1.51 223 0 Not Applicable 1.51 223 0 Not Applicable 1.51 223 0 Not Applicable 1.51 223 0 Not Applicable 1.51 223 0 Not Applicable 1.52 226 + Not Applicable 1.52 226 0 Not Applicable 1.54 231 + Not Applicable 1.55 234 + Not Applicable 1.57 239 + Not Applicable 1.60 247 + Not Applicable 1.63 256 + Not Applicable 1.66 264 + Not Applicable 1.69 273 + Not Applicable 1.71 279 + Not Applicable 1.73 285 + Not Applicable 1.75 291 + Not Applicable 1.77 297 + Not Applicable 1.78 300 + Not Applicable 1.79 303 + Not Applicable 1.79 303 0 Not Applicable 1.80 307 + Not Applicable 1.80 307 0 Not Applicable 1.80 307 0 Not Applicable 1.80 307 0 Not Applicable 1.80 307 0 Not Applicable 1.80 307 0 Not Applicable 1.80 307 0 Not Applicable 1.79 303 - Not Applicable 1.79 303 0 Not Applicable 1.79 303 0 Not Applicable 1.78 300 - Not Applicable 1.78 300 0 Not Applicable 1.78 300 0 Not Applicable 1.78 300 0 Not Applicable 1.77 297 - Not Applicable 1.77 297 0 Not Applicable 1.77 297 0 Not Applicable 1.77 297 0 Not Applicable 1.78 300 + Not Applicable 1.78 300 0 Not Applicable 1.78 300 0 Not Applicable 1.78 300 0 Not Applicable 1.78 300 0 Not Applicable 1.79 303 + Not Applicable 1.79 303 0 Not Applicable 1.80 307 + Not Applicable 1.80 307 0 Not Applicable 1.81 310 + Not Applicable 1.82 313 + Not Applicable 1.84 319 + Not Applicable 1.85 323 + Not Applicable 1.87 329 + Not Applicable 1.90 339 + Not Applicable 1.92 346 + Not Applicable 1.95 356 + Not Applicable 1.98 366 + Not Applicable 2.01 377 + Not Applicable 2.04 387 + Not Applicable 2.06 394 + Not Applicable 2.08 402 + Not Applicable 2.10 409 + Not Applicable 2.12 416 + Not Applicable 2.13 420 + Not Applicable 2.15 428 + Not Applicable 2.16 431 + Not Applicable 2.17 435 + Not Applicable 2.17 435 0 Not Applicable 2.17 435 0 Not Applicable 2.17 435 0 Not Applicable 2.17 435 0 Not Applicable 2.17 435 0 Not Applicable 2.17 435 0 Not Applicable 2.17 435 0 Not Applicable 2.16 431 - Not Applicable 2.16 431 0 Not Applicable 2.15 428 - Not Applicable 2.15 428 0 Not Applicable 2.14 424 - Not Applicable 2.13 420 - Not Applicable 2.13 420 0 Not Applicable 2.12 416 - Not Applicable 2.11 413 - Not Applicable 2.11 413 0 Not Applicable 2.10 409 - Not Applicable 2.09 405 - Not Applicable 2.09 405 0 Not Applicable 2.08 402 - Not Applicable 2.07 398 - Not Applicable 2.06 394 - Not Applicable 2.06 394 0 Not Applicable 2.05 391 - Not Applicable 2.04 387 - Not Applicable 2.04 387 0 Not Applicable 2.03 384 - Not Applicable 2.03 384 0 Not Applicable 2.02 380 - Not Applicable 2.01 377 - Not Applicable 2.01 377 0 Not Applicable 2.00 373 - Not Applicable 2.00 373 0 Not Applicable 1.99 370 - Not Applicable 1.99 370 0 Not Applicable 1.98 366 - Not Applicable 1.98 366 0 Not Applicable 1.98 366 0 Not Applicable 1.97 363 - Not Applicable 1.97 363 0 Not Applicable 1.97 363 0 Not Applicable 1.97 363 0 Not Applicable 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 -->
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