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 Forecast Type: Unofficial Location
Location: Santa Clara County in California Bulletin Group: Central Coast River Group: South Bay
Issuance Time: Feb 20 2026 at 8:46 AM PST Next Issuance: Feb 20 2026 at 3:00 PM 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) 02/20/2026 at 08:47 AM PST Date & Time of Maximum Observed: 02/19/2026 at 03:00 PM PST 5.90 Feet 136 cfs & Time of Maximum Forecast: 02/20/2026 at 09:00 AM PST 5.48 Feet 33 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 4.93 1 + Normal 5.04 4 + Normal 4.98 2 - Normal 4.97 2 - Normal 5.03 3 + Normal 5.03 3 0 Normal 4.98 2 - Normal 4.99 2 + Normal 4.98 2 - Normal 5.10 6 + Normal 5.22 12 + Normal 5.14 8 - Normal 5.15 9 + Normal 5.12 7 - Normal 5.12 7 0 Normal 5.21 11 + Normal 5.25 14 + Normal 5.34 20 + Normal 5.33 19 - Normal 5.34 20 + Normal 5.36 21 + Normal 5.39 24 + Normal 5.42 27 + Normal 5.42 27 0 Normal 5.41 26 - Normal 5.39 24 - Normal 5.37 22 - Normal 5.35 21 - Normal 5.34 20 - Normal 5.33 19 - Normal 5.32 18 - Normal 5.31 18 - Normal 5.30 17 - Normal 5.28 16 - Normal 5.30 17 + Normal 5.27 15 - Normal 5.31 18 + Normal 5.36 21 + Normal 5.30 17 - Normal 5.29 16 - Normal 5.35 21 + Normal 5.38 23 + Normal 5.45 30 + Normal 5.62 58 + Normal 5.69 76 + Normal 5.73 87 + Normal 5.76 95 + Normal 5.77 98 + Normal 5.76 95 - Normal 5.75 92 - Normal 5.73 87 - Normal 5.77 98 + Normal 5.76 95 - Normal 5.75 92 - Normal 5.71 81 - Normal 5.69 76 - Normal 5.67 71 - Normal 5.65 66 - Normal 5.62 58 - Normal 5.60 53 - Normal 5.57 46 - Normal 5.55 42 - Normal 5.54 41 - Normal 5.52 38 - Normal 5.50 35 - Normal 5.49 34 - Normal 5.49 34 0 Normal 5.49 34 0 Normal 5.49 34 0 Normal 5.49 34 0 Normal 5.49 34 0 Normal 5.49 34 0 Normal 5.48 33 - Normal 5.46 31 - Normal 5.46 31 0 Normal 5.45 30 - Normal 5.45 30 0 Normal 5.48 33 + Normal 5.52 38 + Normal 5.47 32 - Normal 5.56 44 + Normal 5.67 71 + Normal 5.70 79 + Normal 5.73 87 + Normal 5.71 81 - Normal 5.74 89 + Normal 5.76 95 + Normal 5.82 112 + Normal 5.89 133 + Normal 5.90 136 + Normal 5.86 124 - Normal 5.83 115 - Normal 5.81 109 - Normal 5.77 98 - Normal 5.74 89 - Normal 5.71 81 - Normal 5.69 76 - Normal 5.67 71 - Normal 5.63 61 - Normal 5.62 58 - Normal 5.60 53 - Normal 5.58 49 - Normal 5.57 46 - Normal 5.55 42 - Normal 5.53 40 - Normal 5.51 37 - Normal 5.50 35 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 5.48 33 Normal 5.46 31 - Normal 5.45 30 - Normal 5.44 29 - Normal 5.42 27 - Normal 5.41 26 - Normal 5.40 25 - Normal 5.39 24 - Normal 5.38 23 - Normal 5.37 22 - Normal 5.36 21 - Normal 5.35 21 - Normal 5.33 19 - Normal 5.32 18 - Normal 5.32 18 0 Normal 5.31 18 - Normal 5.30 17 - Normal 5.29 16 - Normal 5.28 16 - Normal 5.27 15 - Normal 5.26 14 - Normal 5.25 14 - Normal 5.25 14 0 Normal 5.24 13 - Normal 5.23 12 - Normal 5.22 12 - Normal 5.21 11 - Normal 5.21 11 0 Normal 5.20 11 - Normal 5.19 10 - Normal 5.18 10 - Normal 5.18 10 0 Normal 5.17 9 - Normal 5.17 9 0 Normal 5.16 9 - Normal 5.15 9 - Normal 5.15 9 0 Normal 5.14 8 - Normal 5.13 8 - Normal 5.13 8 0 Normal 5.13 8 0 Normal 5.12 7 - Normal 5.12 7 0 Normal 5.12 7 0 Normal 5.11 7 - Normal 5.11 7 0 Normal 5.11 7 0 Normal 5.10 6 - Normal 5.10 6 0 Normal 5.09 6 - Normal 5.09 6 0 Normal 5.09 6 0 Normal 5.09 6 0 Normal 5.08 5 - Normal 5.08 5 0 Normal 5.08 5 0 Normal 5.08 5 0 Normal 5.08 5 0 Normal 5.07 5 - Normal 5.07 5 0 Normal 5.07 5 0 Normal 5.07 5 0 Normal 5.06 4 - Normal 5.06 4 0 Normal 5.06 4 0 Normal 5.06 4 0 Normal 5.06 4 0 Normal 5.05 4 - Normal 5.05 4 0 Normal 5.05 4 0 Normal 5.05 4 0 Normal 5.05 4 0 Normal 5.05 4 0 Normal 5.05 4 0 Normal 5.04 4 - Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.04 4 0 Normal 5.03 3 - Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.03 3 0 Normal 5.02 3 - Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.02 3 0 Normal 5.08 5 + Normal 5.12 7 + Normal 5.17 9 + Normal 5.22 12 + Normal 5.25 14 + Normal 5.29 16 + Normal 5.30 17 + Normal 5.32 18 + Normal 5.33 19 + Normal 5.35 21 + Normal 5.36 21 + Normal 5.37 22 + 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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