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">UPPER PENITENCIA CREEK - PIEDMOND ROAD (UPCC1)
Latitude: 37.39º N Longitude: 121.84º W Elevation: 205 Feet
Location: Santa Clara County in California Bulletin Group: Central Coast River Group: South Bay
Issuance Time: Dec 26 2025 at 2:25 PM PST Next Issuance: Dec 27 2025 at 9:00 AM PST width="16%">
Action/Monitor: 6.5 Feet Minor Flood: 8.0 Feet Moderate Flood: 9.0 Feet Major Flood: 10.5 Feet

# Tabular Observed and Forecast Hydrograph Information Penitencia Creek - Piedmont Road (UPCC1) 12/26/2025 at 02:26 PM PST Date & Time of Maximum Observed: 12/25/2025 at 06:00 AM PST 5.27 Feet 14 cfs & Time of Maximum Forecast: 12/26/2025 at 02:00 PM PST 5.06 Feet 4 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 4.72 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.76 0 + Normal 4.72 0 - Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.79 0 + Normal 4.73 0 - Normal 4.72 0 - Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 4.72 0 0 Normal 5.19 10 + Normal 5.27 14 + Normal 5.08 5 - Normal 5.01 3 - Normal 4.94 1 - Normal 4.83 0 - Normal 4.90 1 + Normal 4.94 1 + Normal 4.98 2 + Normal 5.02 3 + Normal 5.24 12 + Normal 5.22 11 - Normal 5.20 10 - Normal 5.17 9 - Normal 5.14 7 - Normal 5.12 7 - Normal 5.15 8 + Normal 5.09 6 - Normal 5.08 5 - Normal 5.05 4 - Normal 5.22 11 + Normal 5.11 6 - Normal 5.07 5 - Normal 5.09 6 + Normal 5.04 4 - Normal 5.04 4 0 Normal 5.01 3 - Normal 5.00 3 - Normal 5.00 3 0 Normal 4.99 2 - Normal 5.02 3 + Normal 5.07 5 + Normal 5.07 5 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 5.06 4 Normal 5.05 4 - Normal 5.04 4 - Normal 5.03 3 - Normal 5.02 3 - Normal 5.01 3 - Normal 5.00 3 - Normal 4.98 2 - Normal 4.97 2 - Normal 4.95 2 - Normal 4.93 1 - Normal 4.90 1 - Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 0 Normal 4.90 1 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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