CA NP GOGA 469 - 100_ Hydraulics.pdf
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- CA NP GOGA 469(1) China Beach Access Road
- Solicitation number
- 6982AF23B000002
About this file
This document provides details of a federal contract opportunity for the CA NP GOGA 469(1) China Beach Access Road project. The solicitation seeks to reconstruct the parking lot and construct new retaining walls, complete sewer and water utility work, and perform landscaping for access to China Beach in San Francisco, California. The project site is located on lands owned by the National Park Service Golden Gate National Recreation Area and the City of San Francisco. The solicitation number is 6982AF23B000002 and is issued by the Department of Transportation Federal Highway Administration for an unspecified contract value and period of performance.
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11/17/2020 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=37.7874&lon=-122.4905&data=depth&units=english&series=pds#table 1/4
NOAA Atlas 14, Volume 6, Version 2 Location name: San Francisco, California, USA*
Latitude: 37.7874°, Longitude: -122.4905° Elevation: 92.24 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 0.142 (0.127‑0.161)
0.174 (0.154‑0.197)
0.217 (0.192‑0.247)
0.253 (0.223‑0.291)
0.305 (0.257‑0.366)
0.347 (0.285‑0.427)
0.391 (0.312‑0.495)
0.438 (0.338‑0.574)
0.505 (0.370‑0.695)
0.558 (0.393‑0.802)
10-min 0.204 (0.181‑0.231)
0.249 (0.221‑0.282)
0.311 (0.276‑0.354)
0.363 (0.319‑0.418)
0.438 (0.369‑0.524)
0.497 (0.409‑0.612)
0.561 (0.447‑0.710)
0.628 (0.484‑0.823)
0.723 (0.530‑0.996)
0.800 (0.563‑1.15)
15-min 0.246 (0.219‑0.279)
0.301 (0.268‑0.341)
0.376 (0.333‑0.428)
0.439 (0.386‑0.505)
0.529 (0.446‑0.634)
0.602 (0.494‑0.740)
0.678 (0.541‑0.859)
0.759 (0.585‑0.995)
0.875 (0.641‑1.21)
0.968 (0.681‑1.39)
30-min 0.339 (0.302‑0.384)
0.414 (0.369‑0.470)
0.517 (0.459‑0.589)
0.605 (0.531‑0.696)
0.729 (0.614‑0.873)
0.828 (0.681‑1.02)
0.933 (0.744‑1.18)
1.05 (0.806‑1.37)
1.20 (0.883‑1.66)
1.33 (0.938‑1.91)
60-min 0.478 (0.426‑0.542)
0.584 (0.520‑0.663)
0.730 (0.647‑0.831)
0.853 (0.749‑0.981)
1.03 (0.866‑1.23)
1.17 (0.960‑1.44)
1.32 (1.05‑1.67)
1.48 (1.14‑1.93)
1.70 (1.25‑2.34)
1.88 (1.32‑2.70)
2-hr 0.685 (0.611‑0.777)
0.832 (0.741‑0.944)
1.03 (0.916‑1.18)
1.20 (1.06‑1.38)
1.44 (1.21‑1.73)
1.63 (1.34‑2.00)
1.83 (1.46‑2.32)
2.04 (1.58‑2.68)
2.34 (1.72‑3.23)
2.58 (1.82‑3.71)
3-hr 0.853 (0.761‑0.967)
1.03 (0.921‑1.18)
1.28 (1.14‑1.46)
1.49 (1.31‑1.72)
1.79 (1.51‑2.14)
2.02 (1.66‑2.48)
2.27 (1.81‑2.87)
2.53 (1.95‑3.32)
2.90 (2.13‑3.99)
3.20 (2.25‑4.59)
6-hr 1.17 (1.05‑1.33)
1.43 (1.27‑1.62)
1.78 (1.58‑2.03)
2.07 (1.82‑2.38)
2.48 (2.09‑2.98)
2.81 (2.31‑3.46)
3.16 (2.52‑4.00)
3.52 (2.72‑4.62)
4.04 (2.96‑5.56)
4.45 (3.13‑6.39)
12-hr 1.53 (1.36‑1.73)
1.89 (1.69‑2.15)
2.39 (2.12‑2.72)
2.81 (2.47‑3.24)
3.41 (2.88‑4.09)
3.89 (3.20‑4.78)
4.39 (3.50‑5.56)
4.93 (3.80‑6.46)
5.68 (4.17‑7.83)
6.29 (4.43‑9.03)
24-hr 1.99 (1.79‑2.25)
2.50 (2.25‑2.83)
3.20 (2.87‑3.64)
3.80 (3.38‑4.35)
4.64 (4.01‑5.48)
5.33 (4.51‑6.41)
6.05 (5.01‑7.45)
6.82 (5.50‑8.62)
7.91 (6.14‑10.4)
8.80 (6.62‑11.9)
2-day 2.52 (2.27‑2.86)
3.15 (2.84‑3.57)
4.01 (3.60‑4.56)
4.74 (4.22‑5.42)
5.76 (4.98‑6.80)
6.58 (5.58‑7.93)
7.45 (6.17‑9.17)
8.37 (6.76‑10.6)
9.67 (7.51‑12.7)
10.7 (8.06‑14.5)
3-day 2.88 (2.60‑3.26)
3.58 (3.22‑4.06)
4.52 (4.06‑5.14)
5.32 (4.74‑6.09)
6.44 (5.57‑7.61)
7.34 (6.22‑8.84)
8.28 (6.86‑10.2)
9.27 (7.48‑11.7)
10.7 (8.29‑14.0)
11.8 (8.87‑16.0)
4-day 3.20 (2.89‑3.63)
3.98 (3.58‑4.51)
5.02 (4.50‑5.70)
5.89 (5.25‑6.74)
7.11 (6.14‑8.39)
8.07 (6.84‑9.72)
9.08 (7.52‑11.2)
10.1 (8.19‑12.8)
11.6 (9.04‑15.3)
12.8 (9.65‑17.4)
7-day 3.98 (3.59‑4.51)
4.97 (4.47‑5.64)
6.28 (5.64‑7.14)
7.36 (6.56‑8.43)
8.83 (7.63‑10.4)
9.98 (8.46‑12.0)
11.2 (9.24‑13.7)
12.4 (9.99‑15.6)
14.1 (10.9‑18.5)
15.4 (11.6‑20.9)
10-day 4.52 (4.07‑5.12)
5.68 (5.11‑6.44)
7.19 (6.45‑8.16)
8.41 (7.49‑9.63)
10.1 (8.69‑11.9)
11.3 (9.59‑13.6)
12.6 (10.4‑15.5)
13.9 (11.2‑17.6)
15.7 (12.2‑20.6)
17.0 (12.8‑23.1)
20-day 5.95 (5.36‑6.74)
7.56 (6.80‑8.57)
9.59 (8.61‑10.9)
11.2 (9.97‑12.8)
13.3 (11.5‑15.7)
14.8 (12.6‑17.9)
16.4 (13.6‑20.2)
17.9 (14.4‑22.6)
19.9 (15.4‑26.1)
21.4 (16.1‑29.0)
30-day 7.26 (6.54‑8.22)
9.25 (8.33‑10.5)
11.7 (10.5‑13.3)
13.6 (12.2‑15.6)
16.1 (13.9‑19.0)
17.9 (15.2‑21.6)
19.7 (16.3‑24.2)
21.4 (17.2‑27.0)
23.6 (18.3‑31.0)
25.2 (18.9‑34.2)
45-day 8.92 (8.04‑10.1)
11.4 (10.2‑12.9)
14.3 (12.9‑16.3)
16.6 (14.8‑19.0)
19.5 (16.8‑23.0)
21.6 (18.3‑26.0)
23.5 (19.5‑29.0)
25.4 (20.5‑32.1)
27.8 (21.6‑36.5)
29.5 (22.2‑40.1)
60-day 10.7 (9.67‑12.2)
13.6 (12.3‑15.5)
17.1 (15.4‑19.5)
19.8 (17.6‑22.6)
23.0 (19.9‑27.2)
25.4 (21.5‑30.5)
27.6 (22.8‑34.0)
29.7 (24.0‑37.5)
32.3 (25.1‑42.4)
34.2 (25.7‑46.4)
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
0.253 https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=37.7874&lon=-122.4905&data=depth&units=english&series=pds#table 2/4
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Maps & aerials
Small scale terrain https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=37.7874&lon=-122.4905&data=depth&units=english&series=pds#table 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=37.7874&lon=-122.4905&data=depth&units=english&series=pds#table 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 https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=37.7874&lon=-122.4905&data=intensity&units=english&series=pds 1/4
NOAA Atlas 14, Volume 6, Version 2 Location name: San Francisco, California, USA*
Latitude: 37.7874°, Longitude: -122.4905° Elevation: 92.24 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 1.70 (1.52‑1.93)
2.09 (1.85‑2.36)
2.60 (2.30‑2.96)
3.04 (2.68‑3.49)
3.66 (3.08‑4.39)
4.16 (3.42‑5.12)
4.69 (3.74‑5.94)
5.26 (4.06‑6.89)
6.06 (4.44‑8.34)
6.70 (4.72‑9.62)
10-min 1.22 (1.09‑1.39)
1.49 (1.33‑1.69)
1.87 (1.66‑2.12)
2.18 (1.91‑2.51)
2.63 (2.21‑3.14)
2.98 (2.45‑3.67)
3.37 (2.68‑4.26)
3.77 (2.90‑4.94)
4.34 (3.18‑5.98)
4.80 (3.38‑6.89)
15-min 0.984 (0.876‑1.12)
1.20 (1.07‑1.36)
1.50 (1.33‑1.71)
1.76 (1.54‑2.02)
2.12 (1.78‑2.54)
2.41 (1.98‑2.96)
2.71 (2.16‑3.44)
3.04 (2.34‑3.98)
3.50 (2.56‑4.82)
3.87 (2.72‑5.56)
30-min 0.678 (0.604‑0.768)
0.828 (0.738‑0.940)
1.03 (0.918‑1.18)
1.21 (1.06‑1.39)
1.46 (1.23‑1.75)
1.66 (1.36‑2.04)
1.87 (1.49‑2.36)
2.09 (1.61‑2.74)
2.41 (1.77‑3.32)
2.67 (1.88‑3.83)
60-min 0.478 (0.426‑0.542)
0.584 (0.520‑0.663)
0.730 (0.647‑0.831)
0.853 (0.749‑0.981)
1.03 (0.866‑1.23)
1.17 (0.960‑1.44)
1.32 (1.05‑1.67)
1.48 (1.14‑1.93)
1.70 (1.25‑2.34)
1.88 (1.32‑2.70)
2-hr 0.342 (0.306‑0.388)
0.416 (0.370‑0.472)
0.516 (0.458‑0.588)
0.600 (0.528‑0.690)
0.720 (0.606‑0.862)
0.815 (0.670‑1.00)
0.915 (0.730‑1.16)
1.02 (0.788‑1.34)
1.17 (0.859‑1.61)
1.29 (0.909‑1.85)
3-hr 0.284 (0.253‑0.322)
0.345 (0.307‑0.391)
0.427 (0.379‑0.486)
0.497 (0.436‑0.571)
0.594 (0.501‑0.712)
0.673 (0.553‑0.827)
0.755 (0.602‑0.956)
0.842 (0.649‑1.10)
0.966 (0.708‑1.33)
1.07 (0.749‑1.53)
6-hr 0.196 (0.175‑0.222)
0.239 (0.213‑0.271)
0.297 (0.264‑0.338)
0.346 (0.304‑0.398)
0.415 (0.350‑0.497)
0.470 (0.386‑0.577)
0.527 (0.421‑0.668)
0.589 (0.454‑0.771)
0.675 (0.495‑0.929)
0.744 (0.523‑1.07)
12-hr 0.127 (0.113‑0.144)
0.157 (0.140‑0.178)
0.199 (0.176‑0.226)
0.234 (0.205‑0.269)
0.283 (0.239‑0.339)
0.323 (0.265‑0.397)
0.365 (0.291‑0.462)
0.409 (0.315‑0.536)
0.472 (0.346‑0.650)
0.522 (0.368‑0.750)
24-hr 0.083 (0.075‑0.094)
0.104 (0.094‑0.118)
0.133 (0.120‑0.152)
0.158 (0.141‑0.181)
0.194 (0.167‑0.229)
0.222 (0.188‑0.267)
0.252 (0.209‑0.310)
0.284 (0.229‑0.359)
0.330 (0.256‑0.433)
0.367 (0.276‑0.498)
2-day 0.053 (0.047‑0.060)
0.066 (0.059‑0.074)
0.084 (0.075‑0.095)
0.099 (0.088‑0.113)
0.120 (0.104‑0.142)
0.137 (0.116‑0.165)
0.155 (0.129‑0.191)
0.174 (0.141‑0.220)
0.201 (0.156‑0.265)
0.223 (0.168‑0.303)
3-day 0.040 (0.036‑0.045)
0.050 (0.045‑0.056)
0.063 (0.056‑0.071)
0.074 (0.066‑0.085)
0.089 (0.077‑0.106)
0.102 (0.086‑0.123)
0.115 (0.095‑0.142)
0.129 (0.104‑0.163)
0.148 (0.115‑0.195)
0.164 (0.123‑0.222)
4-day 0.033 (0.030‑0.038)
0.041 (0.037‑0.047)
0.052 (0.047‑0.059)
0.061 (0.055‑0.070)
0.074 (0.064‑0.087)
0.084 (0.071‑0.101)
0.095 (0.078‑0.117)
0.106 (0.085‑0.134)
0.121 (0.094‑0.159)
0.134 (0.101‑0.181)
7-day 0.024 (0.021‑0.027)
0.030 (0.027‑0.034)
0.037 (0.034‑0.042)
0.044 (0.039‑0.050)
0.053 (0.045‑0.062)
0.059 (0.050‑0.072)
0.066 (0.055‑0.082)
0.074 (0.059‑0.093)
0.084 (0.065‑0.110)
0.091 (0.069‑0.124)
10-day 0.019 (0.017‑0.021)
0.024 (0.021‑0.027)
0.030 (0.027‑0.034)
0.035 (0.031‑0.040)
0.042 (0.036‑0.049)
0.047 (0.040‑0.057)
0.052 (0.043‑0.065)
0.058 (0.047‑0.073)
0.065 (0.051‑0.086)
0.071 (0.053‑0.096)
20-day 0.012 (0.011‑0.014)
0.016 (0.014‑0.018)
0.020 (0.018‑0.023)
0.023 (0.021‑0.027)
0.028 (0.024‑0.033)
0.031 (0.026‑0.037)
0.034 (0.028‑0.042)
0.037 (0.030‑0.047)
0.041 (0.032‑0.054)
0.045 (0.033‑0.060)
30-day 0.010 (0.009‑0.011)
0.013 (0.012‑0.015)
0.016 (0.015‑0.019)
0.019 (0.017‑0.022)
0.022 (0.019‑0.026)
0.025 (0.021‑0.030)
0.027 (0.023‑0.034)
0.030 (0.024‑0.037)
0.033 (0.025‑0.043)
0.035 (0.026‑0.047)
45-day 0.008 (0.007‑0.009)
0.011 (0.009‑0.012)
0.013 (0.012‑0.015)
0.015 (0.014‑0.018)
0.018 (0.016‑0.021)
0.020 (0.017‑0.024)
0.022 (0.018‑0.027)
0.024 (0.019‑0.030)
0.026 (0.020‑0.034)
0.027 (0.021‑0.037)
60-day 0.007 (0.007‑0.008)
0.009 (0.009‑0.011)
0.012 (0.011‑0.014)
0.014 (0.012‑0.016)
0.016 (0.014‑0.019)
0.018 (0.015‑0.021)
0.019 (0.016‑0.024)
0.021 (0.017‑0.026)
0.022 (0.017‑0.029)
0.024 (0.018‑0.032)
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
3.04
2.18
4.69
3.37 https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=37.7874&lon=-122.4905&data=intensity&units=english&series=pds 2/4
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Maps & aerials
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Large scale terrain
Large scale map
Large scale aerial
3km
2mi
100km
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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
CHINA BEACH
330 SEA CLIFF AVE
320 SEA CLIFF AVE
LAND COVER LEGEND
IMPERVIOUS AREA
PERVIOUS AREA
Inlet 1(E) Rim: 88.10 12" Inv Out: 85.72 T50% Clogging : 1.74'
Inlet 2(E)
RIM: 72.10
8" INV OUT: 69.53
T: 0.29'
Inlet 3(E) Rim: 71.75 8" Inv Out: 69.33 T: 0.11'
Inlet 4(E) - 3 Rim: 43.11 8" Inv Out: 40.70 Q: 2.28 cfs T: 0.00'
EX C2
V-Ditch D: 15"
US FL: 68.93
DS FL 44.17
P1(E) D: 12" 7 LF Outfall
10" Inv Out: 77.33
FL: 75.64
P2(E) D: 10"
3 LF
V-Ditch 3' Width
US FL: 75.64
DS FL: 71.07
8.6 LF
P4(E) D: 8"
23.5 LF
Culvert
FL 69.11
8" INV OUT: 68.39
EX C4
V-ditch D: 1.1'
US FL: 23.88
DS FL: 11.28
EX C1
V-ditch D: 15"
US FL: 89.77
DS FL: 71.75
P3(E) D: 8"
10 LF
Drainage Area 2(E) Impervious Area: 0.002 acres Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.01 cfs
Drainage Area 1(E) Impervious Area: 0.54 acres Pervious Area: 0.01 acres C: 0.94 i: 3.13 in/hr Q: 1.62 cfs
Drainage Area 3(E) Impervious Area: 0.16 acres Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.48 cfs
Drainage Area 5(E) Impervious Area: 0.08 acres Pervious Area: 0.32 acres C: 0.38 i: 3.13 in/hr Q: 0.48 cfs
Drainage Area 4(E) Impervious Area: 0.04 acres Pervious Area: 0.08 acres C: 0.87 i: 3.13 in/hr Q: 0.17 cfs
FL 23.25
Drainage Area 7(E) Impervious Area: 0.02 acres Pervious Area: 0.14 acres C: 0.34 i: 3.13 in/hr Q: 0.17 cfs
Drainage Area 6(E) Impervious Area: 0.08 acres Pervious Area: 0.36 acres C: 0.37 i: 2.87 in/hr Q: 0.47 cfs
Drainage Area 8(E) Impervious Area: 0.21 acres Pervious Area: 1.30 acres C: 0.34 i: 2.65 in/hr Q: 1.36 cfs
Drainage Area 9(E) Impervious Area: 0.13 acres Pervious Area: 0.01 acres C: 0.92 i: 3.13 in/hr Q: 0.40 cfs Outfalls to seawall weepholes
Inlet 6(E)
RIM: 22.59
8" INV OUT: 20.57
T: 2.10'
EX C3
V-ditch D: 15"
US FL: 48.55
DS FL: 33.52
P7(E) D: 8"
20 LF
US Inv 25.64 DS Inv 20.82
MH(E)
Rim: 23.95
8" Inv In: 19.48 (NE) 8" Inv In: 21.48 (E)
T: 3.11'
P6(E) D: 8"
10 LF
US Inv 19.48 DS Inv 20.57 EX C4
V-ditch D: unknown
US FL: 23.25
DS FL: 22.59
EX C4
V-ditch D: 1.1'
US FL: 32.52
DS FL: 26.52
P5(E) D: 8"
6.8 LF
US Inv 33.31 DS Inv 32.52
Inlet 7(E)
TOP 26.27
8" Inv Out: 25.64 T: 2.09'
Inlet 5(E) 4" Pipe Culv
FL/Inv: 33.31 T: 1.33'
Existing 12" SD Outfall (Inv: 16.82)
Existing 12" SD Outfall (Inv: 16.67)
Existing 8" SD Outfall
(INV: 18.86)
December 3, 2021
Exhibit D.1.1
Exhibit D.1.2
LAND COVER LEGEND
IMPERVIOUS AREA
PERVIOUS AREA
Drainage Area 9 Impervious Area: 0 acres Pervious Area: 0.33 acres C: 0.25 i: 3.13 in/hr Q: 0.26 cfs
P3 D: 8"
159.4 LF
S: 11.8%
Existing 12" SD Outfall (Inv: 16.67)
P10 D: 8"
4.8 LF
S: 3.5%
P11 D: 10"
93.7 LF
S: 2.1%
P9 D: 10"
37.4 LF
S: 1.3%
(FS 28.71)
Inv. 22.51
FS 26.94
Inv. 20.12
FS 24.62
Inv. 19.12
FS 24.37
Inv. 18.62
RIM 24.29
Inv. 18.79
Drainage Area 7 Impervious Area: 0.03 acres
Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.08 cfs
P7 D: 10"
69.7 LF
S: 1.4%
Drainage Area 11 Impervious Area: 0 acres
Pervious Area: 0.26 acres C: 0.25 i: 2.98 in/hr Q: 0.19 cfs
Drainage Area 10 Impervious Area: 0 acres Pervious Area: 0.17 acres C: 0.25 i: 2.66 in/hr Q: 0.11 cfs
Hydrodynamic Separator #1 Rim: 24.64 Inv: 19.42
Inlet 3 (DMA 9)
TW: 66.64
Rim: 65.64
BW 52.35
8" Inv Out: 46.85 T: 2.13'
Inlet 4 (DMA 10)
TW: 26.72
Rim: 25.72 8" Inv Out: 21.06 T: 1.46'
Inlet 5 (DMA 11)
(TW): 29.41
Rim: 28.41
BW 24.61
8" Inv Out: 19.86 T: 1.55' P5
D: 8"
63.2 LF
S: 12.5%
P8 D: 8"
13 LF
S: 5.7%
P6 D: 8"
9.7 LF
S: 9.7%
Drainage Area 15 Impervious Area: 0 acres Pervious Area: 0.10 acres C: 0.25 i: 3.13 in/hr Q: 0.08 cfs
P25 D: 8"
14.6 LF
S: 11.5%
P26 D: 8"
3.3 LF
S: 1.4%
(FS 34.46)
Inv. 28.03
Inlet 13 (DMA 15) Rim: 38.83 8" Inv Out: 33.21 T: 1.09'
Inlet 14 (DMA 11) Rim: 33.64 8" Inv: 21.77 T: 1.28'
Drainage Area 16 Impervious Area: 0 acres
Pervious Area: 0.16 acres C: 0.25 i: 3.13 in/hr Q: 0.12 cfs
P32 D: 8"
11.0 LF
S: 11.0%
FS 26.68
Inv. 20.07
Exhibit E.1.1
Exhibit E.1.2
P16 D: 8"
72.2 LF
S: 11.6%
Hydrodynamic Separator #2 Rim: 24.64 Inv: 20.59
Inlet 9 (DMA 6) Rim/(FL): 25.43 8" Inv. Out: 21.43 T: 1.64'
LAND COVER LEGEND
IMPERVIOUS AREA
PERVIOUS AREA
P12 D: 8"
245.90 LF
S: 11.9%
P14 D: 8"
64.8 LF
S: 12.8%
Drainage Area 4 Impervious Area: 0.07 acres Pervious Area: 0.02 acres C: 0.80 i: 3.13 in/hr Q: 0.22 cfs
P13 D: 8"
14.9 LF
S: 9.7%
P15 D: 8"
2.6 LF
S: 6.2%
(ES 41.67)
Inv. 37.67
(FS 34.10)
Inv. 29.35
P18 D: 10"
183.5 LF
S: 1.1%
Drainage Area 6 Impervious Area: 0.02 acres
Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.07 cfs
Drainage Area 13 Impervious Area: 0 acres
Pervious Area: 0.27 acres C: 0.25 i: 2.92 in/hr Q: 0.19 cfs
P19 D: 12"
4 LF
S: 2.0%
FS 23.44
Inv. 18.94
FS 25.48
Inv. 20.98
Existing 8" SD Outfall Proposed 12" SD Outfall
(INV: 18.86)
(BW 22.25)
Inv. 19.25
Drainage Area 3 Impervious Area: 0.09 acres Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.26 cfs
Drainage Area 5 Impervious Area: 0.07 acres Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.20 cfs
Inlet 6 (DMA 3) Rim: 71.35 8" Inv. Out: 67.52 T: 1.11'
Inlet 8 (DMA 5) Rim/(FL): 33.51 8" Inv. Out: 29.51 T: 1.58'
Inlet 10 (DMA 13) Rim: 29.00
BW: 24.16
10" Inv Out: 20.33 T: 2.15'
Drainage Area 14 Impervious Area: 0 acres
Pervious Area: 0.11 acres C: 0.25 i: 3.13 in/hr Q: 0.09 cfs
Inlet 11 (DMA 14) Rim: 29.76
BW: 22.47
10" Inv Out: 19.64 T: 1.71'
P20c D: 10"
59.6 LF
S: 0.7%
P21 D: 10"
53.6 LF
S: 0.6%
P17 D: 8"
10.3 LF
S: 4.4%
P30 D: 8"
4.1 LF
S: 5.0%
Drainage Area 2 Impervious Area: 0.25 acres Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.13 cfs
Drainage Area 1 Impervious Area: 0.12 acres Pervious Area: 0 acres C: 0.95 i: 3.13 in/hr Q: 0.37 cfs
Inlet 2 (DMA 2a) Rim: 91.65 Inv In: 84.68 (SW) 8" Inv Out: 68.90 (NW) T: 2.89'
P1 D: 8"
43.5 LF
S: 2.0%
P2 D: 8"
23.1 LF
6.0%
Drainage Area 16 Impervious Area: 0.03 acres Pervious Area: 0.003 acres C: 0.87 i: 3.13 in/hr Q: 0.08 cfs
Inlet 1 (DMA 1) Rim: 90.55
8" Inv Out: 85.55 (NE) T: 5.25'
P27 D: 8"
9.7 LF
5.6%
P28 D: 8"
41.4 LF
S: 5.0%
P29 D: 8"
157.5 LF
S: 10.0%
Inlet 16 (DMA 16) Rim: 89.56
8" Inv. Out: 85.06 T: 3.99'
P31 D: 8"
4.1 LF
S: 11.0%
Inv. 66.97
Inv. 67.30
FS 71.51
Inv. 67.51
Drainage Area 12 Impervious Area: 0.01 acres
Pervious Area: 0.43 acres C: 0.35 i: 2.92 in/hr Q: 0.34 cfs
Inlet 15 (DMA 12) Rim: 28.13
BW: 24.45
10" Inv Out: 20.62 T: 2.47'
P20b D: 10"
57.4 LF
S: 1.2%
P20a D: 10"
23.9 LF
S: 1.2%
Inlet 7 (DMA 4) Rim(TG): 43.11
8" Inv. Out: 39.11 T: 0.00'
Exhibit E.1.3
Exhibit E.1.4
Drainage Area 17 Impervious Area: 0 acres Pervious Area: 0.16 acres C: 0.25 i: 3.13 in/hr Q: 0.13 cfs
Inlet 12
TW 32.59
Rim: 31.50
(BW): 23.57
8" Inv Out: 18.50 T: 1.75'
P22 D: 10"
87 LF
S: 1.0%
Drainage Area 8 Impervious Area: 0.17 acres Pervious Area: 0.02 acres C: 0.89 i: 3.13 in/hr Q: 0.53 cfs
Existing 12" SD Outfall (Inv: 16.82)
Rim 22.27 Inv. 18.44
SDMH
Rim 25.31 Inv In (SW): 17.57 Inv In (S): 17.94 Inv Out (NW): 17.44
P23 D: 10"
24.7 LF
2.5%
P24 D: 8"
18.8 LF
3.0%
Exhibit E.1.5
Exhibit E.1.6
Drainage Area 3 Impervious Area: 0.09 acres
Pervious Area: 0 acres
C1
172 LF
S: 10.6%
Drainage Area 4 Impervious Area: 0.07 acres Pervious Area: 0.02 acres
C2
195 LF
S: 13.0%
Drainage Area 5 Impervious Area: 0.07 acres Pervious Area: 0 acres
Drainage Area 6 Impervious Area: 0.02 acres Pervious Area: 0 acres
C3
75 LF
S: 11.4%
C3
58 LF
S: 12.8%
LAND COVER LEGEND
IMPERVIOUS AREA
PERVIOUS AREA
Exhibit E.1.7
Exhibit E.1.8
Exhibit E.1.8
File details come from the government source that posted it. Updated .