CNRFC - Hydrology - River Guidance - Tabular Data

End of River Group

Location:

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KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">SANTA MARGARITA RIVER - TEMECULA (SMHC1)
Latitude: 33.47º N Longitude: 117.14º W Elevation: 950 Feet
Location: Riverside County in California Bulletin Group: Southern California River Group: San Diego/Inland
Issuance Time: Jul 11 2025 at 7:49 AM PDT Next Issuance: Jul 12 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 Margarita River - Temecula (SMHC1) 07/11/2025 at 07:51 AM PDT Date & Time of Maximum Observed: 07/06/2025 at 07:00 AM PDT 1.63 Feet 4 cfs & Time of Maximum Forecast: 07/11/2025 at 08:00 AM PDT 1.61 Feet 3 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 1.63 4 Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.61 3 0 Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.62 3 + Not Applicable 1.59 3 - Not Applicable 1.60 3 + Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.59 3 - Not Applicable 1.59 3 0 Not Applicable 1.60 3 + Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.62 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.62 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.59 3 - Not Applicable 1.59 3 0 Not Applicable 1.59 3 0 Not Applicable 1.59 3 0 Not Applicable 1.58 3 - Not Applicable 1.58 3 0 Not Applicable 1.60 3 + Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.59 3 - Not Applicable 1.61 3 + Not Applicable 1.61 3 0 Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.59 3 - Not Applicable 1.60 3 + Not Applicable 1.61 3 + Not Applicable 1.60 3 - Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.59 3 - Not Applicable 1.60 3 + Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.60 3 0 Not Applicable 1.61 3 + Not Applicable 1.61 3 0 Not Applicable Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 1.61 3 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 3 0 Not Applicable 1.61 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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