21.100 DrainageMemo.pdf

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NM BR AAO EL VADO HERON & EL VADO ROAD REHAB
Solicitation number
6982AF25B000003
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About this file

This technical memo details a drainage design and analysis for the Heron & El Vado Road Rehabilitation project in Rio Arriba County, New Mexico, focusing on the Lake Heron State Park Visitor Center parking lot. The analysis reveals that the existing 12-inch culverts draining east to west are adequately sized, with no performance issues reported. Hydrological calculations were performed using the FHWA Hydraulic Toolbox, with rainfall data sourced from NOAA Atlas 14 for a 25-year storm event.

The study examined two drainage basins comprising undeveloped areas between the parking lot and road, using a conservative runoff coefficient of 0.60. The Rational Method analysis determined a 25-year peak flow of 2.1 CFS for Basin 1 and 1.6 CFS for Basin 2. While the culverts meet current flow requirements, the report recommends ditch reconditioning from the culvert outlet to the downstream culvert inlet to ensure proper drainage. Additionally, the study noted that the culvert ends should be inspected and cleared of sediment and soil accumulation to maintain optimal drainage performance.

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NOAA Atlas 14, Volume 1, Version 5 Location name: Los Ojos, New Mexico, USA*

Latitude: 36.6964°, Longitude: -106.6529° Elevation: 7301 ft**

* source: ESRI Maps ** source: USGS

POINT PRECIPITATION FREQUENCY ESTIMATES

Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Hiner, Kazungu Maitaria, Deborah Martin, Sandra Pavlovic, Ishani Roy, Carl Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, Geoffrey

Bonnin, Daniel Brewer, Li-Chuan Chen, Tye Parzybok, John Yarchoan

NOAA, National Weather Service, Silver Spring, Maryland

PF_tabular | PF_graphical | Maps_&_aerials

PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1

Duration Average recurrence interval (years)

1 2 5 10 25 50 100 200 500 1000

5-min 2.10 (1.81‑2.45)

2.71 (2.35‑3.16)

3.68 (3.18‑4.27)

4.45 (3.82‑5.18)

5.57 (4.74‑6.48)

6.49 (5.47‑7.60)

7.49 (6.22‑8.81)

8.57 (7.01‑10.2)

10.1 (8.08‑12.1)

11.4 (8.93‑13.9)

10-min 1.60 (1.38‑1.86)

2.06 (1.79‑2.40)

2.81 (2.42‑3.26)

3.39 (2.90‑3.94)

4.24 (3.61‑4.93)

4.94 (4.16‑5.78)

5.70 (4.73‑6.70)

6.52 (5.33‑7.72)

7.70 (6.14‑9.23)

8.69 (6.80‑10.6)

15-min 1.32 (1.14‑1.54)

1.71 (1.48‑1.98)

2.32 (2.00‑2.69)

2.80 (2.40‑3.26)

3.50 (2.98‑4.08)

4.08 (3.44‑4.78)

4.71 (3.91‑5.54)

5.38 (4.40‑6.38)

6.36 (5.08‑7.63)

7.18 (5.62‑8.74)

30-min 0.890 (0.770‑1.04)

1.15 (0.996‑1.33)

1.56 (1.35‑1.81)

1.89 (1.62‑2.19)

2.36 (2.01‑2.74)

2.75 (2.32‑3.21)

3.17 (2.63‑3.73)

3.63 (2.96‑4.30)

4.28 (3.42‑5.14)

4.83 (3.78‑5.89)

60-min 0.551 (0.476‑0.641)

0.711 (0.616‑0.826)

0.966 (0.833‑1.12)

1.17 (1.00‑1.36)

1.46 (1.24‑1.70)

1.70 (1.43‑1.99)

1.96 (1.63‑2.31)

2.24 (1.83‑2.66)

2.65 (2.11‑3.18)

2.99 (2.34‑3.64)

2-hr 0.317 (0.278‑0.366)

0.405 (0.355‑0.470)

0.537 (0.468‑0.623)

0.648 (0.563‑0.752)

0.807 (0.692‑0.934)

0.942 (0.798‑1.09)

1.08 (0.907‑1.27)

1.24 (1.02‑1.46)

1.47 (1.17‑1.75)

1.66 (1.30‑2.00)

3-hr 0.233 (0.205‑0.266)

0.294 (0.259‑0.336)

0.385 (0.337‑0.439)

0.460 (0.400‑0.524)

0.567 (0.487‑0.646)

0.657 (0.558‑0.749)

0.753 (0.631‑0.865)

0.855 (0.706‑0.991)

1.01 (0.810‑1.18)

1.13 (0.895‑1.35)

6-hr 0.134 (0.119‑0.152)

0.169 (0.151‑0.191)

0.215 (0.193‑0.244)

0.255 (0.227‑0.288)

0.312 (0.273‑0.352)

0.359 (0.311‑0.407)

0.410 (0.350‑0.468)

0.465 (0.391‑0.535)

0.544 (0.445‑0.634)

0.608 (0.487‑0.717)

12-hr 0.078 (0.070‑0.086)

0.097 (0.087‑0.108)

0.122 (0.110‑0.135)

0.143 (0.128‑0.158)

0.172 (0.153‑0.191)

0.196 (0.172‑0.219)

0.222 (0.192‑0.249)

0.250 (0.214‑0.282)

0.289 (0.241‑0.330)

0.321 (0.263‑0.371)

24-hr 0.047 (0.043‑0.051)

0.058 (0.054‑0.063)

0.072 (0.067‑0.079)

0.084 (0.078‑0.091)

0.100 (0.092‑0.108)

0.113 (0.104‑0.122)

0.127 (0.116‑0.137)

0.140 (0.127‑0.152)

0.160 (0.144‑0.173)

0.175 (0.156‑0.189)

2-day 0.026 (0.024‑0.028)

0.032 (0.030‑0.035)

0.040 (0.037‑0.043)

0.046 (0.043‑0.049)

0.054 (0.051‑0.058)

0.061 (0.057‑0.065)

0.068 (0.063‑0.072)

0.075 (0.069‑0.080)

0.084 (0.077‑0.090)

0.091 (0.083‑0.098)

3-day 0.019 (0.018‑0.021)

0.024 (0.022‑0.026)

0.029 (0.027‑0.031)

0.034 (0.032‑0.036)

0.040 (0.037‑0.043)

0.045 (0.042‑0.048)

0.050 (0.046‑0.053)

0.055 (0.050‑0.058)

0.061 (0.056‑0.066)

0.066 (0.061‑0.071)

4-day 0.016 (0.015‑0.017)

0.020 (0.018‑0.021)

0.024 (0.022‑0.026)

0.028 (0.026‑0.030)

0.033 (0.030‑0.035)

0.037 (0.034‑0.039)

0.040 (0.038‑0.043)

0.044 (0.041‑0.048)

0.050 (0.046‑0.053)

0.054 (0.049‑0.058)

7-day 0.011 (0.010‑0.011)

0.013 (0.012‑0.014)

0.016 (0.015‑0.017)

0.019 (0.017‑0.020)

0.022 (0.020‑0.023)

0.024 (0.023‑0.026)

0.027 (0.025‑0.028)

0.029 (0.027‑0.031)

0.032 (0.030‑0.034)

0.034 (0.032‑0.037)

10-day 0.008 (0.008‑0.009)

0.011 (0.010‑0.011)

0.013 (0.012‑0.014)

0.015 (0.014‑0.016)

0.017 (0.016‑0.018)

0.019 (0.018‑0.020)

0.021 (0.019‑0.022)

0.022 (0.021‑0.024)

0.025 (0.023‑0.026)

0.026 (0.024‑0.028)

20-day 0.005 (0.005‑0.006)

0.007 (0.006‑0.007)

0.008 (0.008‑0.009)

0.010 (0.009‑0.010)

0.011 (0.010‑0.012)

0.012 (0.011‑0.013)

0.013 (0.012‑0.014)

0.015 (0.013‑0.015)

0.016 (0.015‑0.017)

0.017 (0.016‑0.018)

30-day 0.004 (0.004‑0.005)

0.006 (0.005‑0.006)

0.007 (0.006‑0.007)

0.008 (0.007‑0.008)

0.009 (0.008‑0.009)

0.010 (0.009‑0.010)

0.010 (0.010‑0.011)

0.011 (0.010‑0.012)

0.012 (0.011‑0.013)

0.013 (0.012‑0.014)

45-day 0.004 (0.003‑0.004)

0.005 (0.004‑0.005)

0.005 (0.005‑0.006)

0.006 (0.006‑0.007)

0.007 (0.007‑0.007)

0.008 (0.007‑0.008)

0.008 (0.008‑0.009)

0.009 (0.008‑0.009)

0.009 (0.009‑0.010)

0.010 (0.009‑0.010)

60-day 0.003 (0.003‑0.003)

0.004 (0.004‑0.004)

0.005 (0.004‑0.005)

0.005 (0.005‑0.006)

0.006 (0.006‑0.006)

0.007 (0.006‑0.007)

0.007 (0.007‑0.007)

0.007 (0.007‑0.008)

0.008 (0.007‑0.008)

0.008 (0.008‑0.009)

1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).

Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.

Please refer to NOAA Atlas 14 document for more information.

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US Department of Commerce National Oceanic and Atmospheric Administration

National Weather Service National Water Center

1325 East West Highway Silver Spring, MD 20910

Questions?: HDSC.Questions@noaa.gov

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