CNRFC - Hydrology - River Guidance - Tabular Data

Location:

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KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">ARROYO DE LA LAGUNA - VERONA (ADLC1)
Latitude: 37.63º N Longitude: 121.88º W Elevation: 280 Feet Forecast Type: Unofficial Location
Location: Alameda County in California Bulletin Group: Central Coast River Group: South Bay
Issuance Time: Jun 04 2026 at 6:53 AM PDT Next Issuance: Jun 05 2026 at 9:00 AM PDT width="16%">
Action/Monitor: N/A Minor Flood: 15.0 Feet Moderate Flood: 17.0 Feet Major Flood: N/A

# Tabular Observed and Forecast Hydrograph Information De La Laguna - Verona (ADLC1) 06/04/2026 at 06:55 AM PDT Date & Time of Maximum Observed: 05/30/2026 at 06:00 AM PDT 1.08 Feet 19 cfs & Time of Maximum Forecast: 06/04/2026 at 10:00 AM PDT 0.90 Feet 11 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 1.08 19 Normal 1.07 18 - Normal 1.05 17 - Normal 1.04 17 - Normal 1.03 17 - Normal 1.02 16 - Normal 1.02 16 0 Normal 1.01 16 - Normal 1.01 16 0 Normal 1.00 15 - Normal 1.00 15 0 Normal 0.99 15 - Normal 0.99 15 0 Normal 0.99 15 0 Normal 0.99 15 0 Normal 0.99 15 0 Normal 1.00 15 + Normal 1.01 16 + Normal 1.01 16 0 Normal 1.01 16 0 Normal 1.00 15 - Normal 0.98 14 - Normal 0.97 14 - Normal 0.95 13 - Normal 0.94 13 - Normal 0.94 13 0 Normal 0.94 13 0 Normal 0.94 13 0 Normal 0.94 13 0 Normal 0.94 13 0 Normal 0.94 13 0 Normal 0.94 13 0 Normal 0.93 12 - Normal 0.92 12 - Normal 0.92 12 0 Normal 0.92 12 0 Normal 0.92 12 0 Normal 0.92 12 0 Normal 0.91 12 - Normal 0.91 12 0 Normal 0.91 12 0 Normal 0.91 12 0 Normal 0.90 11 - Normal 0.91 12 + Normal 0.91 12 0 Normal 0.91 12 0 Normal 0.90 11 - Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.89 11 - Normal 0.92 12 + Normal 0.90 11 - Normal 0.90 11 0 Normal 0.91 12 + Normal 0.88 10 - Normal 0.89 11 + Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.90 11 + Normal 0.89 11 - Normal 0.89 11 0 Normal 0.90 11 + Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.89 11 - Normal 0.89 11 0 Normal 0.88 10 - Normal 0.88 10 0 Normal 0.87 10 - Normal 0.87 10 0 Normal 0.86 10 - Normal 0.86 10 0 Normal 0.86 10 0 Normal 0.86 10 0 Normal 0.85 9 - Normal 0.85 9 0 Normal 0.85 9 0 Normal 0.85 9 0 Normal 0.86 10 + Normal 0.87 10 + Normal 0.87 10 0 Normal 0.88 10 + Normal 0.88 10 0 Normal 0.88 10 0 Normal 0.87 10 - Normal 0.87 10 0 Normal 0.86 10 - Normal 0.86 10 0 Normal 0.87 10 + Normal 0.86 10 - Normal 0.86 10 0 Normal 0.86 10 0 Normal 0.87 10 + Normal 0.86 10 - Normal 0.86 10 0 Normal 0.87 10 + Normal 0.87 10 0 Normal 0.88 10 + Normal 0.88 10 0 Normal 0.88 10 0 Normal 0.89 11 + Normal 0.89 11 0 Normal 0.87 10 - Normal 0.87 10 0 Normal 0.87 10 0 Normal 0.87 10 0 Normal 0.87 10 0 Normal 0.87 10 0 Normal 0.88 10 + Normal 0.89 11 + Normal 0.89 11 0 Normal 0.88 10 - Normal 0.88 10 0 Normal 0.88 10 0 Normal 0.88 10 0 Normal 0.88 10 0 Normal 0.89 11 + Normal 0.89 11 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 0.89 11 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.90 11 + Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.90 11 0 Normal 0.89 11 - Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.89 11 0 Normal 0.88 10 - Normal 0.88 10 0 Normal 0.88 10 0 Normal 0.88 10 0 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 -->
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