NV FLAP NYE 10(1) Final Hydraulics Report_signed sealed.pdf

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3/6/23, 9:21 AM Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=36.2637&lon=-116.0029&data=depth&units=english&series=pds 1/4

NOAA Atlas 14, Volume 1, Version 5 Location name: Pahrump, Nevada, USA* Latitude: 36.2637°, Longitude: -116.0029°

Elevation: m/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)1

Duration Average recurrence interval (years)

1 2 5 10 25 50 100 200 500 1000

5-min 0.108 (0.084‑0.125)

0.143 (0.111‑0.167)

0.207 (0.161‑0.241)

0.261 (0.202‑0.306)

0.344 (0.265‑0.406)

0.416 (0.316‑0.493)

0.499 (0.373‑0.598)

0.593 (0.435‑0.719)

0.739 (0.529‑0.915)

0.867 (0.607‑1.10)

10-min 0.165 (0.128‑0.190)

0.218 (0.169‑0.254)

0.315 (0.245‑0.367)

0.398 (0.308‑0.466)

0.524 (0.403‑0.618)

0.633 (0.481‑0.751)

0.760 (0.568‑0.910)

0.902 (0.662‑1.10)

1.13 (0.805‑1.39)

1.32 (0.924‑1.67)

15-min 0.204 (0.159‑0.235)

0.270 (0.209‑0.315)

0.390 (0.304‑0.455)

0.493 (0.381‑0.577)

0.650 (0.500‑0.767)

0.785 (0.597‑0.930)

0.942 (0.704‑1.13)

1.12 (0.821‑1.36)

1.39 (0.998‑1.73)

1.64 (1.15‑2.07)

30-min 0.275 (0.214‑0.317)

0.363 (0.282‑0.424)

0.526 (0.409‑0.613)

0.664 (0.514‑0.777)

0.875 (0.673‑1.03)

1.06 (0.804‑1.25)

1.27 (0.948‑1.52)

1.51 (1.11‑1.83)

1.88 (1.34‑2.33)

2.20 (1.54‑2.78)

60-min 0.340 (0.264‑0.392)

0.449 (0.349‑0.525)

0.650 (0.506‑0.758)

0.821 (0.636‑0.962)

1.08 (0.833‑1.28)

1.31 (0.994‑1.55)

1.57 (1.17‑1.88)

1.86 (1.37‑2.26)

2.32 (1.66‑2.88)

2.73 (1.91‑3.44)

2-hr 0.391 (0.326‑0.475)

0.512 (0.428‑0.625)

0.729 (0.606‑0.890)

0.914 (0.752‑1.12)

1.20 (0.973‑1.47)

1.45 (1.16‑1.78)

1.74 (1.37‑2.14)

2.08 (1.59‑2.57)

2.60 (1.94‑3.25)

3.06 (2.22‑3.87)

3-hr 0.442 (0.374‑0.530)

0.577 (0.488‑0.695)

0.807 (0.681‑0.971)

0.998 (0.834‑1.20)

1.29 (1.07‑1.55)

1.54 (1.25‑1.85)

1.83 (1.46‑2.21)

2.16 (1.69‑2.63)

2.68 (2.04‑3.31)

3.14 (2.34‑3.92)

6-hr 0.560 (0.481‑0.661)

0.733 (0.626‑0.860)

1.02 (0.869‑1.19)

1.25 (1.06‑1.46)

1.58 (1.33‑1.86)

1.86 (1.54‑2.19)

2.18 (1.79‑2.58)

2.54 (2.04‑3.01)

3.08 (2.42‑3.71)

3.56 (2.74‑4.34)

12-hr 0.703 (0.608‑0.806)

0.921 (0.800‑1.06)

1.28 (1.11‑1.48)

1.56 (1.35‑1.79)

1.96 (1.68‑2.25)

2.27 (1.93‑2.62)

2.61 (2.19‑3.02)

2.97 (2.45‑3.46)

3.48 (2.82‑4.11)

3.96 (3.16‑4.72)

24-hr 0.805 (0.695‑0.927)

1.06 (0.920‑1.22)

1.44 (1.25‑1.67)

1.71 (1.48‑1.99)

2.06 (1.76‑2.40)

2.32 (1.97‑2.70)

2.63 (2.21‑3.03)

3.00 (2.48‑3.49)

3.51 (2.85‑4.15)

4.00 (3.19‑4.77)

2-day 0.871 (0.755‑0.999)

1.15 (0.994‑1.31)

1.57 (1.36‑1.79)

1.87 (1.61‑2.14)

2.24 (1.92‑2.57)

2.51 (2.14‑2.89)

2.79 (2.35‑3.24)

3.06 (2.56‑3.56)

3.55 (2.87‑4.19)

4.04 (3.22‑4.82)

3-day 0.904 (0.787‑1.03)

1.20 (1.04‑1.36)

1.64 (1.42‑1.86)

1.95 (1.68‑2.22)

2.34 (2.02‑2.67)

2.63 (2.25‑3.00)

2.92 (2.48‑3.35)

3.20 (2.70‑3.70)

3.64 (3.00‑4.25)

4.06 (3.28‑4.84)

4-day 0.937 (0.819‑1.07)

1.25 (1.09‑1.41)

1.71 (1.49‑1.93)

2.03 (1.76‑2.29)

2.44 (2.12‑2.76)

2.75 (2.37‑3.11)

3.04 (2.61‑3.46)

3.34 (2.84‑3.83)

3.73 (3.13‑4.31)

4.08 (3.33‑4.86)

7-day 1.06 (0.924‑1.20)

1.41 (1.23‑1.58)

1.92 (1.68‑2.17)

2.29 (1.99‑2.58)

2.73 (2.37‑3.09)

3.06 (2.64‑3.46)

3.38 (2.91‑3.85)

3.68 (3.14‑4.21)

4.07 (3.45‑4.71)

4.37 (3.65‑5.09)

10-day 1.14 (1.00‑1.29)

1.51 (1.33‑1.71)

2.07 (1.82‑2.35)

2.45 (2.15‑2.78)

2.92 (2.55‑3.32)

3.26 (2.83‑3.71)

3.58 (3.09‑4.09)

3.89 (3.34‑4.46)

4.29 (3.63‑4.96)

4.58 (3.83‑5.34)

20-day 1.30 (1.14‑1.47)

1.75 (1.52‑1.98)

2.43 (2.11‑2.75)

2.89 (2.50‑3.26)

3.47 (2.99‑3.94)

3.89 (3.34‑4.43)

4.29 (3.67‑4.91)

4.68 (3.95‑5.38)

5.17 (4.32‑6.01)

5.53 (4.59‑6.46)

30-day 1.45 (1.26‑1.66)

1.97 (1.70‑2.24)

2.80 (2.42‑3.16)

3.37 (2.92‑3.81)

4.10 (3.53‑4.64)

4.64 (3.98‑5.25)

5.17 (4.41‑5.88)

5.69 (4.81‑6.52)

6.35 (5.34‑7.37)

6.85 (5.69‑8.01)

45-day 1.61 (1.39‑1.85)

2.19 (1.90‑2.52)

3.18 (2.74‑3.65)

3.87 (3.34‑4.44)

4.77 (4.10‑5.47)

5.45 (4.66‑6.28)

6.14 (5.19‑7.10)

6.82 (5.72‑7.92)

7.73 (6.36‑9.05)

8.42 (6.82‑9.99)

60-day 1.76 (1.51‑2.04)

2.42 (2.08‑2.80)

3.55 (3.05‑4.10)

4.37 (3.75‑5.04)

5.45 (4.64‑6.29)

6.27 (5.31‑7.26)

7.11 (5.98‑8.28)

7.96 (6.61‑9.29)

9.10 (7.42‑10.7)

9.98 (8.00‑11.8)

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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PF graphical

3/6/23, 9:21 AM Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=36.2637&lon=-116.0029&data=depth&units=english&series=pds 2/4

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Maps & aerials

Small scale terrain

3/6/23, 9:22 AM Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=36.2637&lon=-116.0029&data=intensity&units=english&series=pds 1/4

NOAA Atlas 14, Volume 1, Version 5 Location name: Pahrump, Nevada, USA* Latitude: 36.2637°, Longitude: -116.0029°

Elevation: m/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 1.30 (1.01‑1.50)

1.72 (1.33‑2.00)

2.48 (1.93‑2.89)

3.13 (2.42‑3.67)

4.13 (3.18‑4.87)

4.99 (3.79‑5.92)

5.99 (4.48‑7.18)

7.12 (5.22‑8.63)

8.87 (6.35‑11.0)

10.4 (7.28‑13.1)

10-min 0.990 (0.768‑1.14)

1.31 (1.01‑1.52)

1.89 (1.47‑2.20)

2.39 (1.85‑2.80)

3.14 (2.42‑3.71)

3.80 (2.89‑4.51)

4.56 (3.41‑5.46)

5.41 (3.97‑6.57)

6.75 (4.83‑8.36)

7.91 (5.54‑10.0)

15-min 0.816 (0.636‑0.940)

1.08 (0.836‑1.26)

1.56 (1.22‑1.82)

1.97 (1.52‑2.31)

2.60 (2.00‑3.07)

3.14 (2.39‑3.72)

3.77 (2.82‑4.51)

4.47 (3.28‑5.43)

5.58 (3.99‑6.90)

6.54 (4.58‑8.26)

30-min 0.550 (0.428‑0.634)

0.726 (0.564‑0.848)

1.05 (0.818‑1.23)

1.33 (1.03‑1.55)

1.75 (1.35‑2.06)

2.11 (1.61‑2.50)

2.54 (1.90‑3.04)

3.01 (2.21‑3.66)

3.75 (2.69‑4.65)

4.41 (3.09‑5.57)

60-min 0.340 (0.264‑0.392)

0.449 (0.349‑0.525)

0.650 (0.506‑0.758)

0.821 (0.636‑0.962)

1.08 (0.833‑1.28)

1.31 (0.994‑1.55)

1.57 (1.17‑1.88)

1.86 (1.37‑2.26)

2.32 (1.66‑2.88)

2.73 (1.91‑3.44)

2-hr 0.196 (0.163‑0.238)

0.256 (0.214‑0.312)

0.364 (0.303‑0.445)

0.457 (0.376‑0.558)

0.601 (0.486‑0.732)

0.726 (0.582‑0.888)

0.872 (0.684‑1.07)

1.04 (0.797‑1.28)

1.30 (0.968‑1.62)

1.53 (1.11‑1.93)

3-hr 0.147 (0.125‑0.176)

0.192 (0.163‑0.231)

0.269 (0.227‑0.323)

0.332 (0.278‑0.399)

0.430 (0.355‑0.516)

0.512 (0.417‑0.617)

0.609 (0.487‑0.737)

0.719 (0.564‑0.876)

0.892 (0.680‑1.10)

1.04 (0.778‑1.31)

6-hr 0.094 (0.080‑0.110)

0.122 (0.105‑0.144)

0.170 (0.145‑0.199)

0.209 (0.177‑0.244)

0.264 (0.222‑0.310)

0.310 (0.258‑0.365)

0.364 (0.298‑0.430)

0.423 (0.340‑0.503)

0.515 (0.405‑0.620)

0.595 (0.458‑0.725)

12-hr 0.058 (0.050‑0.067)

0.076 (0.066‑0.088)

0.106 (0.092‑0.123)

0.130 (0.112‑0.149)

0.162 (0.139‑0.186)

0.188 (0.160‑0.217)

0.216 (0.182‑0.250)

0.246 (0.204‑0.287)

0.289 (0.234‑0.341)

0.329 (0.262‑0.392)

24-hr 0.034 (0.029‑0.039)

0.044 (0.038‑0.051)

0.060 (0.052‑0.069)

0.071 (0.061‑0.083)

0.086 (0.073‑0.100)

0.097 (0.082‑0.113)

0.110 (0.092‑0.126)

0.125 (0.103‑0.146)

0.146 (0.119‑0.173)

0.167 (0.133‑0.199)

2-day 0.018 (0.016‑0.021)

0.024 (0.021‑0.027)

0.033 (0.028‑0.037)

0.039 (0.033‑0.045)

0.047 (0.040‑0.054)

0.052 (0.045‑0.060)

0.058 (0.049‑0.067)

0.064 (0.053‑0.074)

0.074 (0.060‑0.087)

0.084 (0.067‑0.100)

3-day 0.013 (0.011‑0.014)

0.017 (0.014‑0.019)

0.023 (0.020‑0.026)

0.027 (0.023‑0.031)

0.033 (0.028‑0.037)

0.037 (0.031‑0.042)

0.041 (0.034‑0.047)

0.044 (0.037‑0.051)

0.051 (0.042‑0.059)

0.056 (0.046‑0.067)

4-day 0.010 (0.009‑0.011)

0.013 (0.011‑0.015)

0.018 (0.015‑0.020)

0.021 (0.018‑0.024)

0.025 (0.022‑0.029)

0.029 (0.025‑0.032)

0.032 (0.027‑0.036)

0.035 (0.030‑0.040)

0.039 (0.033‑0.045)

0.042 (0.035‑0.051)

7-day 0.006 (0.005‑0.007)

0.008 (0.007‑0.009)

0.011 (0.010‑0.013)

0.014 (0.012‑0.015)

0.016 (0.014‑0.018)

0.018 (0.016‑0.021)

0.020 (0.017‑0.023)

0.022 (0.019‑0.025)

0.024 (0.021‑0.028)

0.026 (0.022‑0.030)

10-day 0.005 (0.004‑0.005)

0.006 (0.006‑0.007)

0.009 (0.008‑0.010)

0.010 (0.009‑0.012)

0.012 (0.011‑0.014)

0.014 (0.012‑0.015)

0.015 (0.013‑0.017)

0.016 (0.014‑0.019)

0.018 (0.015‑0.021)

0.019 (0.016‑0.022)

20-day 0.003 (0.002‑0.003)

0.004 (0.003‑0.004)

0.005 (0.004‑0.006)

0.006 (0.005‑0.007)

0.007 (0.006‑0.008)

0.008 (0.007‑0.009)

0.009 (0.008‑0.010)

0.010 (0.008‑0.011)

0.011 (0.009‑0.013)

0.012 (0.010‑0.013)

30-day 0.002 (0.002‑0.002)

0.003 (0.002‑0.003)

0.004 (0.003‑0.004)

0.005 (0.004‑0.005)

0.006 (0.005‑0.006)

0.006 (0.006‑0.007)

0.007 (0.006‑0.008)

0.008 (0.007‑0.009)

0.009 (0.007‑0.010)

0.010 (0.008‑0.011)

45-day 0.001 (0.001‑0.002)

0.002 (0.002‑0.002)

0.003 (0.003‑0.003)

0.004 (0.003‑0.004)

0.004 (0.004‑0.005)

0.005 (0.004‑0.006)

0.006 (0.005‑0.007)

0.006 (0.005‑0.007)

0.007 (0.006‑0.008)

0.008 (0.006‑0.009)

60-day 0.001 (0.001‑0.001)

0.002 (0.001‑0.002)

0.002 (0.002‑0.003)

0.003 (0.003‑0.003)

0.004 (0.003‑0.004)

0.004 (0.004‑0.005)

0.005 (0.004‑0.006)

0.006 (0.005‑0.006)

0.006 (0.005‑0.007)

0.007 (0.006‑0.008)

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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PF graphical https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=36.2637&lon=-116.0029&data=intensity&units=english&series=pds 2/4

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Maps & aerials

Small scale terrain https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=36.2637&lon=-116.0029&data=intensity&units=english&series=pds 3/4

Large scale terrain

Large scale map

Large scale aerial

3km

2mi

100km

60mi

100km

60mi https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=36.2637&lon=-116.0029&data=intensity&units=english&series=pds 4/4

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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

Disclaimer

100km

60mi

CA/NV STATE LINE

BOB RUUD MEMORIAL HIGHWAY

1.1

1.2

Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

BOB RUUD MEMORIAL HIGHWAY

BASIN MAP (WEST ALIGNMENT)

FIGURE 1 OF 3

0 5,0002,500 Feet

O

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the

2319.1

16.1

19.2

23.1

Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

BOB RUUD MEMORIAL HIGHWAY

BASIN MAP (MIDDLE ALIGNMENT)

FIGURE 2 OF 3

0 4,0002,000 Feet

O

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), and W BELL VISTA AVENUE ALIGNMENT

N L

E

SL

IE

S

T

N B

LA

G

G R

D

ST

EP

H

AN

IE

R

D

W SIMKINS RD

W MESQUITE AVE

UV160

UV160

Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community

BOB RUUD MEMORIAL HIGHWAY

BASIN MAP (EAST ALIGNMENT)

FIGURE 3 OF 3

0 4,0002,000 Feet

O

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Technical Note TN 2.04 Minimum and Maximum Cover Heights for HP Storm Pipe for Storm Drainage

Introduction The information in this document is designed to provide answers to general cover height questions; the data provided is not intended to be used for project design. The design procedure described in the Structures section (Section 2) of the Drainage Handbook provides detailed information for analyzing most common installation conditions. This procedure should be utilized for project specific designs.

The two common cover height concerns are minimum cover in areas exposed to vehicular traffic and maximum cover heights. Either may be considered "worst case" scenario from a loading perspective, depending on the project conditions.

Minimum Cover in Traffic Applications Pipe diameters from 12- through 48-inch (300-1200 mm) installed in traffic areas (AASHTO H-20, H-25, or HL-93 loads) must have at least one foot (0.3m) of cover over the pipe crown, while 60-inch (1500 mm) pipes must have at least 24 inches (0.6m) of cover. The backfill envelope must be constructed in accordance with the Installation section (Section 5) of the Drainage Handbook and the requirements of ASTM D2321. The backfill envelope must be of the type and compaction listed in Appendix A-5, Table A-5-2 of the Drainage Handbook. In Table 1 below, this condition is represented by a Class III material compacted to 95% standard Proctor density or a Class II material compacted to 90% standard proctor density, although other material can provide similar strength at slightly lower levels of compaction.

Structural backfill material should extend to the crown of the pipe; the remaining cover should be appropriate for the installation and as specified by the design engineer. If settlement or rutting is a concern, it may be appropriate to extend the structural backfill to grade. Where pavement is involved, sub-base material can be considered in the minimum burial depth. While rigid pavements can be included in the minimum cover, the thickness of flexible pavements should not be included in the minimum cover.

Additional information that may affect the cover requirements is included in the Installation section (Section 5) of the Drainage Handbook. Some examples of what may need to be considered are temporary heavy equipment, construction loading , paving equipment and similar loads that are less than the design load, the potential of pipe flotation, and the type of surface treatment which will be installed over the pipe zone.

Table 1 Minimum Cover Requirements for ADS HP Storm with AASHTO H-25, H-20, or HL-93 Load

Inside Diameter, ID, in.(mm)

Minimum Cover

ft. (m)

Inside Diameter, ID, in.(mm)

Minimum Cover

ft. (m)

12 (300) 1 (0.3) 36 (900) 1 (0.3) 15 (375) 1 (0.3) 42 (1050) 1 (0.3) 18 (450) 1 (0.3) 48 (1200) 1 (0.3) 24 (600) 1 (0.3) 60 (1500) 2 (0.6)

Notes:

1. Minimum covers presented here were calculated assuming Class III backfill material compacted to 95% standard Proctor density or Class II backfill material compacted to 90% standard Proctor density around the pipe, as recommended in Section 5 of the Drainage Handbook, with an additional layer of compacted traffic lane sub-base for a total cover as required. In shallow traffic installations, especially where pavement is involved, a good quality compacted material to grade is required to prevent surface settlement and rutting.

2. The minimum covers specified do not include pavement thickness. A pavement section of 0.4’ is typical.

3. Backfill materials and compaction levels not shown in the table may also be acceptable. Contact ADS for further detail.

4. Calculations assume no hydrostatic pressure and native soils that are as strong as the specified minimum backfill recommendations.

Maximum Cover Wall thrust generally governs the maximum cover a pipe can withstand and conservative maximum cover heights will result when using the information presented in the Structures section (Section 2) of the Drainage Handbook. Table 2 below shows the material properties consistent with the expected performance characteristics for HP Storm materials for a 100-year design life.

The maximum burial depth is highly influenced by the type of backfill and level of compaction around the pipe. General maximum cover limits for ADS HP Storm use in storm drainage applications are shown in Tables 3 for a variety of backfill conditions.

Table 3 was developed assuming pipe is installed in accordance with ASTM D2321 and the Installation section (Section

5) of the Drainage handbook. Additionally, the calculations assume no hydrostatic load around the pipe, incorporate the maximum conservative AASHTO LRFD design factors represented in Structures section of the Drainage Handbook, use material properties consistent with the expected performance characteristics for HP Storm materials, as shown in Table 2, and assume the native (in-situ) soil is of adequate strength and suitable for installation. For applications requiring fill heights greater than those shown in Table 3 or where hydrostatic pressure due to groundwater is expected, contact an ADS Engineer.

Table 2 ADS HP Storm Mechanical Properties

Resin ASTM Specification

Allowable Long Term

Strain %

Initial 75-Year Fu

(psi) E

(psi) Fu

(psi) E

(psi) Polypropylene, Impact-modified copolymer

ASTM F2881 3.7 3,500 175,000 1,000 28,000

Figure 1

ADS HP Storm Pipe Trench Detail with Uniform Backfill (Traffic and Non-Traffic Applications)

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6" FOR 30"-60" PIPE

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FIGURE 1 OF 3

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FIGURE 2 OF 3

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NEW CULVERT 19.1

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EXISTING CULVERT 18

(STA 820+58)

EXISTING CULVERT 19

(STA 825+36)

EXISTING CULVERT 16

(STA 801+75)

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19.1

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BOB RUUD MEMORIAL HIGHWAY

NEW CULVERT LOCATIONS

FIGURE 3 OF 3

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PROJECT ALIGNMENT

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(STA 833+24)

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