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Stream Elevation Sensor 608
605 Taylor Lake @ Port Road
Sensor ID 608
Sensor Type Radar
Installed 12/11/2020
Flooding Likely 6.50'
Flooding Possible 5.50'
Bottom of Stream -3.00'
Tip of Orifice 12.60'
Benchmark 11.81'
RM010260 stamped 010260 EST 2002 located on the d/s southeast corner of Port Road bridge on top of sidewalk. 1988 NAVD, 2001 adjustment.

The Stream Elevation chart showing Stream Elevation Left series.
Cross Section
Stream Elevation for sensor 608 is 1.19'
Reading on 7/2/2025 7:45 AM
Export to Excel
2 Days
Sensor
Reading Date
Elevation
6087/2/2025 7:45 AM1.19'
6087/2/2025 7:23 AM1.20'
6087/2/2025 6:09 AM1.31'
6087/2/2025 4:15 AM1.41'
6087/2/2025 3:45 AM1.37'
6087/2/2025 2:53 AM1.31'
6087/1/2025 11:45 PM1.12'
6087/1/2025 9:57 PM1.20'
6087/1/2025 8:55 PM1.31'
6087/1/2025 8:03 PM1.41'
6087/1/2025 7:45 PM1.45'
6087/1/2025 7:15 PM1.51'
6087/1/2025 6:11 PM1.61'
6087/1/2025 3:45 PM1.73'
6087/1/2025 3:33 PM1.71'
6087/1/2025 2:33 PM1.61'
6087/1/2025 1:47 PM1.51'
6087/1/2025 1:07 PM1.41'
6087/1/2025 12:33 PM1.31'
6087/1/2025 11:45 AM1.20'
6087/1/2025 10:59 AM1.09'
6087/1/2025 9:37 AM0.99'
6087/1/2025 7:45 AM0.83'
6087/1/2025 6:55 AM0.89'
6087/1/2025 5:39 AM0.99'
6087/1/2025 4:29 AM1.09'
6087/1/2025 3:45 AM1.16'
6087/1/2025 3:25 AM1.19'
6087/1/2025 2:33 AM1.30'
6087/1/2025 12:29 AM1.40'
6086/30/2025 11:45 PM1.46'
6086/30/2025 11:25 PM1.50'
6086/30/2025 10:41 PM1.60'
6086/30/2025 9:35 PM1.70'
6086/30/2025 8:37 PM1.81'
6086/30/2025 7:45 PM1.91'
6086/30/2025 7:39 PM1.92'
6086/30/2025 6:35 PM2.04'
6086/30/2025 5:49 PM2.14'
6086/30/2025 4:11 PM2.25'
6086/30/2025 3:45 PM2.21'
6086/30/2025 3:09 PM2.14'
6086/30/2025 2:27 PM2.04'
6086/30/2025 1:53 PM1.93'
6086/30/2025 1:21 PM1.82'
6086/30/2025 12:49 PM1.71'
6086/30/2025 12:21 PM1.61'
6086/30/2025 11:53 AM1.51'
6086/30/2025 11:45 AM1.49'
6086/30/2025 11:15 AM1.41'
6086/30/2025 10:37 AM1.31'
6086/30/2025 9:55 AM1.20'
6086/30/2025 9:21 AM1.09'
6086/30/2025 8:25 AM0.99'
Flood Frequency
Elevation
10% (1-year)8.90'
2% (50-year) 11.90'
1% (100-year)14.60'
.2% (500-year)19.90'
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