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">TEMESCAL CREEK - CORONA (TSLC1)
Latitude: 33.89º N Longitude: 117.56º W Elevation: 600 Feet Forecast Type: Unofficial Location
Location: Riverside County in California Bulletin Group: Southern California River Group: Southern California
Issuance Time: Nov 02 2026 at 12:57 PM PST Next Issuance: Nov 03 2026 at 9:00 AM PST width="16%">
Action: N/A Minor Flood: N/A Moderate Flood: N/A Major Flood: N/A

# Tabular Observed and Forecast Hydrograph Information Creek - Corona at Main Street (TSLC1) 11/02/2026 at 12:59 PM PST Date & Time of Maximum Observed: 11/01/2026 at 04:00 AM PST 3.05 Feet 59 cfs & Time of Maximum Forecast: 11/03/2026 at 11:00 AM PST 2.33 Feet 1 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 2.23 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.31 1 + Not Applicable 2.63 14 + Not Applicable 2.49 5 - Not Applicable 2.33 1 - Not Applicable 2.56 9 + Not Applicable 2.52 7 - Not Applicable 2.46 4 - Not Applicable 2.36 1 - Not Applicable 2.29 0 - Not Applicable 2.24 0 - Not Applicable 2.23 0 - Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.54 8 + Not Applicable 3.00 52 + Not Applicable 2.81 29 - Not Applicable 2.91 40 + Not Applicable 2.75 23 - Not Applicable 2.80 28 + Not Applicable 3.00 52 + Not Applicable 3.05 59 + Not Applicable 2.80 28 - Not Applicable 2.69 18 - Not Applicable 2.80 28 + Not Applicable 2.58 11 - Not Applicable 2.57 10 - Not Applicable 2.50 6 - Not Applicable 2.39 2 - Not Applicable 2.31 1 - Not Applicable 2.25 0 - Not Applicable 2.23 0 - Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 2.23 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.23 0 0 Not Applicable 2.25 0 + Not Applicable 2.26 0 + Not Applicable 2.27 0 + Not Applicable 2.28 0 + Not Applicable 2.29 0 + Not Applicable 2.29 0 0 Not Applicable 2.30 0 + Not Applicable 2.31 1 + Not Applicable 2.31 1 0 Not Applicable 2.31 1 0 Not Applicable 2.32 1 + Not Applicable 2.32 1 0 Not Applicable 2.33 1 + Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 0 Not Applicable 2.33 1 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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