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
Location: Riverside County in California Bulletin Group: Southern California River Group: Southern California
Issuance Time: Jul 12 2025 at 8:00 AM PDT Next Issuance: Jul 13 2025 at 9:00 AM PDT width="16%">
Action/Monitor: 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) 07/12/2025 at 08:01 AM PDT Date & Time of Maximum Observed: 07/10/2025 at 11:00 AM PDT 2.46 Feet 12 cfs & Time of Maximum Forecast: 07/12/2025 at 08:00 AM PDT 2.28 Feet 3 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 2.38 8 Not Applicable 2.40 9 + Not Applicable 2.36 6 - Not Applicable 2.34 5 - Not Applicable 2.33 5 - Not Applicable 2.34 5 + Not Applicable 2.32 5 - Not Applicable 2.37 7 + Not Applicable 2.37 7 0 Not Applicable 2.37 7 0 Not Applicable 2.36 6 - Not Applicable 2.36 6 0 Not Applicable 2.32 5 - Not Applicable 2.30 4 - Not Applicable 2.28 3 - Not Applicable 2.26 2 - Not Applicable 2.26 2 0 Not Applicable 2.27 3 + Not Applicable 2.27 3 0 Not Applicable 2.28 3 + Not Applicable 2.30 4 + Not Applicable 2.30 4 0 Not Applicable 2.30 4 0 Not Applicable 2.31 4 + Not Applicable 2.31 4 0 Not Applicable 2.31 4 0 Not Applicable 2.33 5 + Not Applicable 2.30 4 - Not Applicable 2.33 5 + Not Applicable 2.32 5 - Not Applicable 2.33 5 + Not Applicable 2.33 5 0 Not Applicable 2.30 4 - Not Applicable 2.31 4 + Not Applicable 2.32 5 + Not Applicable 2.28 3 - Not Applicable 2.29 3 + Not Applicable 2.26 2 - Not Applicable 2.28 3 + Not Applicable 2.29 3 + Not Applicable 2.27 3 - Not Applicable 2.29 3 + Not Applicable 2.32 5 + Not Applicable 2.32 5 0 Not Applicable 2.31 4 - Not Applicable 2.31 4 0 Not Applicable 2.34 5 + Not Applicable 2.33 5 - Not Applicable 2.35 6 + Not Applicable 2.37 7 + Not Applicable 2.34 5 - Not Applicable 2.36 6 + Not Applicable 2.35 6 - Not Applicable 2.37 7 + Not Applicable 2.38 8 + Not Applicable 2.37 7 - Not Applicable 2.36 6 - Not Applicable 2.33 5 - Not Applicable 2.29 3 - Not Applicable 2.29 3 0 Not Applicable 2.28 3 - Not Applicable 2.30 4 + Not Applicable 2.29 3 - Not Applicable 2.28 3 - Not Applicable 2.29 3 + Not Applicable 2.30 4 + Not Applicable 2.33 5 + Not Applicable 2.34 5 + Not Applicable 2.32 5 - Not Applicable 2.37 7 + Not Applicable 2.35 6 - Not Applicable 2.34 5 - Not Applicable 2.33 5 - Not Applicable 2.33 5 0 Not Applicable 2.32 5 - Not Applicable 2.46 12 + Not Applicable 2.32 5 - Not Applicable 2.32 5 0 Not Applicable 2.31 4 - Not Applicable 2.30 4 - Not Applicable 2.28 3 - Not Applicable 2.26 2 - Not Applicable 2.24 2 - Not Applicable 2.22 1 - Not Applicable 2.21 1 - Not Applicable 2.22 1 + Not Applicable 2.21 1 - Not Applicable 2.21 1 0 Not Applicable 2.22 1 + Not Applicable 2.23 2 + Not Applicable 2.24 2 + Not Applicable 2.26 2 + Not Applicable 2.27 3 + Not Applicable 2.28 3 + Not Applicable 2.28 3 0 Not Applicable 2.29 3 + Not Applicable 2.28 3 - Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.29 3 + Not Applicable 2.30 4 + Not Applicable 2.30 4 0 Not Applicable 2.32 5 + Not Applicable 2.30 4 - Not Applicable 2.27 3 - Not Applicable 2.26 2 - Not Applicable 2.26 2 0 Not Applicable 2.25 2 - Not Applicable 2.23 2 - Not Applicable 2.23 2 0 Not Applicable 2.22 1 - Not Applicable 2.25 2 + Not Applicable 2.24 2 - Not Applicable 2.24 2 0 Not Applicable 2.28 3 + Not Applicable 2.30 4 + Not Applicable 2.29 3 - Not Applicable 2.28 3 - Not Applicable 2.28 3 0 Not Applicable Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 2.28 3 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 0 Not Applicable 2.28 3 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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